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HomeMy WebLinkAboutSubstitution Memo from City AttorneyCITY OF MIAMI, FLORIDA INTER -OFFICE MEMORANDUM TO: Honorable Mayor and Members of City Commission FROM: 1-DocuSigned by: ar{u&r Navtc a \g5OCFoC372DD42A . Hrznur Ivonega V City Manager DATE: July 2, 2024 FILE: SUBJECT: Substitution of item RE.5 Execute Off -System Maintenance Agreement - FDOT REFERENCES: ENCLOSURES: Revised Exhibit "A" The Department of Resilience and Public Works respectfully requests Item RE.5 — "A RESOLUTION OF THE MIAMI CITY COMMISSION, WITH ATTACHMENT(S), AUTHORIZING THE CITY MANAGER TO EXECUTE AN OFF -SYSTEM CONSTRUCTION AND MAINTENANCE AGREEMENT, IN SUBSTANTIALLY THE ATTACHED FORM, WITH THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ("FDOT"), FOR IMPROVEMENTS ON STATE ROAD 9 / NORTHWEST 27 AVENUE FROM NORTHWEST 17 STREET TO NORTHWEST 20 STREET, MIAMI, FLORIDA, FOR GENERAL ROADWAY IMPROVEMENTS IN THIS CORRIDOR, INCLUDING IMPROVEMENTS ON ROADS NOT ON THE STATE HIGHWAY SYSTEM", be substituted in the July 11, 2024 City Commission Meeting to update Exhibit "A" to show the correct municipal limits. C: Asael Marrero, RA, RID, AIA, ICC, Assistant City Manager George K. Wysong III Todd B. Hannon, City Clerk Juvenal Santana, P.E., C.F.M., Director, Resilience and Public Works CO <fa L„ 009 Sys lIk4-); wei4n EXHIBIT "A" 1 FM# 449366-1-52-01 Page 1 of 10 .t' OFF -SYSTEM CONSTRUCTION AND MAINTENANCE AGREEMENT' - -u i Between STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ("DEPARTMENT") and CITY OF MIAMI, FLORIDA a political subdivision of the State of Florida ("CITY") 9!� C LE A �d THIS AGREEMENT is made and entered into as of , 2024, by and through the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida (the "Department"), and The 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# 449366-1-52-01, SR 9 / NW 27th Avenue from NW 17th Street to NW 20th Street (the "Project"). A portion of the Project includes work on NW 18t Terrace, NW S River Drive, and NW 20th Street, in Miami, Florida, a road not on the State Highway System; and C. The CITY is the holder of ownership rights to NW 18th Terrace, NW S River Drive, and NW 20th Street, a road not on the State Highway System; 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 Project, including but not limited to, the design, construction, construction inspection, maintenance during construction. utilities, easements, and other associated tasks; and E. The Parties further agree that it is in the best interest of each party to enter into this Agreement in order to allow the Department to construct and complete the Project. Rev. 6/22 1 FM# 449366-1-52-01 Page 2 of 10 TERMS i`___8 °.9:t4I CITY emCu._ L NOW THEREFORE, in consideration of the premises, the mutual covenants and other valuable considerations contained herein, the receipt and sufficiency of which are hereby acknowledged, the Parties agree as follows: 1. The recitals in this Agreement are true and correct, and incorporated into and made a part hereof. 2. The Parties agree that the Department intends to undertake and complete Project Number FM# 449366-1-52-01, which Project generally includes the following: • Milling and resurfacing of the roadway; • ADA improvements to the curb ramps at the NW 20th Street intersection • Installation of traffic signal loop detectors in the pavement at NW 20th Street intersection; • Installation of new roadway signage; • Installation of new pavement markings; and • Installation of new pedestrian signals and detectors and new mast arms on the southeast corner of the intersection. The Project shall include improvements on NW I 8t Terrace for +/-50-ft east, NW S River Drive for +/-50-ft west, and NW 20th for +/-60-ft west (for purposes of this agreement, the "Off -System Project Limits"). The work within the Off -System Project Limits shall include, but may not be limited to the following (hereinafter referred to as the "Local Roadway Improvements"): a) Milling and resurfacing of the pavement b) Installation of pavement markings c) Installation of signalization components at the intersection with NW 20th Street to include: loops, removal of existing service disconnect, new conduits, and new pull boxes; and d) Installation of new roadway signs. The Project shall further include all activities associated with or arising out of the construction of the Local Roadway Improvements. In the event that the Project requires the acquisition of Rev. 6/22 2 FM# 449366-1-52-01 Page 3 of 10 additional right-of-way within the Off -System Project Limits, the Department shall acquire such right-of-way in order to complete the Project. The CITY shall cooperate with and shall support the Department's work efforts in these regards. The Department will design and construct the Project 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") 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 )sign 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 ba:eemed 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 Project in accordance with the Final Project Design Plans submitted through the ERC. The CITY acknowledges and agrees that, during construction of the Local Roadway Improvements, the Department will only utilize the services of law enforcement officers when required by the Department's Standard Specifications for Road and Bridge Construction, and no additional requirements will be imposed. No further agreements or permits shall be required for production or construction of this Project. 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 Rev. 6/22 3 CD FM# 449366-1-52-01 Page 4 of 10 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 Project, 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 Project, 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 ay eiroachments 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 co with the Project, 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 4 FM# 449366-1-52-01 Page 5 of 10 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 this Project. 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 cv General Liability Coverage Form (ISO Form CG 00 01) as filed for use in the State of Florida. (5, 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 co policy, or such other minimum insurance coverage that may be required by the Department for the construction of the Project, in accordance with the Department's Standards and Specifications c'i far1Road and Bridge Construction. The Department shall further cause its Contractor to name r 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'S Director of Public Works, 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 Rev. 6/22 5 FM# 449366-1-52-01 Page 6 of 10 as are reasonably necessary to determine whether the goods or services required to be provided by the Contractor, pursuant to the Contractor's Construction Agreement with the Department, conform to the terms of said Construction Agreement. Upon request by the CITY, the Department shall coordinate with its Contractor to provide access to the CITY for performance of said inspections. During the construction work related to the Project, 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 Project. 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 esi Ir pection of the work within the Off -System Project Limits and will incorporate legitimate a, 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 43 Dilutor of the CITY DEPARTMENT of Public Works, 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 Rev. 6/22 6 a FM# 449366-1-52-01 Page 7 of 10 the Notice of Final Acceptance, the CITY may notify the Department Project Manager of deficiencies in the Local Roadway Improvements that may be covered by the warranty provisions in the contract between the Department and its Contractor. The Department shall enforce the warranty if remedial action is required by the warranty provisions, as determined by the • Department. • Upon completion of all work related to construction of the Project, 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 u,. 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 Project. 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. 1 I. 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 Project, 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 Project. In the event that the Project shall be constructed using federal funds, all costs incurred must be in conformity with applicable federal and state laws, regulations, and policies and procedures. Rev. 6/22 7 FM# 449366-1-52-01 Page 8 of 10 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 this Project is in multiple fiscal years, funds approval from the Department's Comptroller must be received each fiscal year prior to costs being incurred. 15. In the event that this Agreement is in excess of $25,000, and the Agreement has a term for a period of more than one year, the provisions of Section §339.135(6)(a), Florida Statutes, are hereby incorporated into this Agreement and are as follows: "The department, during any fiscal year, shall not expend money, incur any liability, or enter cs..1 ir{tp any contract which, by its terms, involves the expenditure of money in excess of the amounts a-� bed as available .for expenditure during any such fiscal year. Any contract, verbal or wt;i ten, made in violation of this subsection is null and void, and no money may be paid on such co contract. The department shall require a statement from the comptroller of the department that =��;funis�are available prior to entering into any such contract or other binding commitment of t 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 S25,000 and which have a term for a period of more than 1 year." 16. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the Department's sovereign immunity protections, or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. 17. A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and executed with the same formality as this Agreement. 18. This Agreement shall be governed by the laws of the State of Florida. Any provision hereof found to be unlawful or unenforceable shall be severable and shall not affect the validity of the remaining portions hereof. Venue for any and all actions arising out of or in any way related to the interpretation, validity, performance or breach of this Agreement shall lie exclusively in a state court of appropriate jurisdiction in Leon County, Florida. 19. No term or provision of this Agreement shall be interpreted for or against any party because that party's legal counsel drafted the provision. 20. In accordance with Executive Order No. 11-02 the Department's Vendor/Contractor(s) shall Rev. 6/22 8 FM# 449366-1-52-01 Page 9 of 10 utilize the U.S. Department of Homeland Security's E-Verify system, in accordance with the terms governing use of the system, to confirm the employment eligibility of; i. all persons employed by the Vendor/Contractor during the term of the Contract to perform employment duties within Florida; and ii. all persons, including subcontractors, assigned by the Vendor/Contractor to perform work pursuant to the contract with the Department. 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 r� 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. Rev. 6/22 9 FM# 449366-1-52-01 Page 10 of 10 STATE OF FLORIDA CITY OF MIAMI DEPARTMENT OF TRANSPORTATION By: By: Name: Name: Title: City Mayor Title: Director of Transportation Operations Date: Date: Attest: Name: Title: City Clerk Approved as to form and legality: By: Name: City Attorney DEPARTMENT Legal Review: 1,1 e n.1 rn Rev. 6/22 10 T(D) 1OIM 6T(D) � P EXIST. R/W LINE- CURVE DATA 8LC-1 PI STA. 199+29.21 A 15°30'00" (RT) D 08°47'06" T 88.76 176.44 R 652.20 PC STA. 198+40.45 PT STA. - 200+16.89 BEGIN PROJECT STA. 197+22.00 5U v8Y SA) EXIST. R/W LINE 3T': 0.3e LIMITS OF MILLING & RESURFACING STA. 401+00.00 SURVEY NW 5 RIVER DRIVE END APPROACH SLAB BEGIN MILLING & RESURFACING aBEGIN CONSTRUCTION i i i l L': STA. 200+48.27 SURVEY SR 9 (MATCH EXIST. PAVEMENT) END BRIDGE #870730 BEGIN APPROACH SLAB 9:L2 END APPROACH SLAB BEGIN BRIDGE #870730 EXIST. R/W LINE STA. 200+27.97 SURVEY SR 9 STA. 199+26.89 le SURVEY SR 9 BEGIN APPROACH SLAB STA. 199+06.77 tg SURVEY SR 9 Latte-�-em_• _ SRA9 / NW 27TH AVENUE -{OIAYii. `�% 101M PC STA. t.4R.Ali '. BT(D) CURVE DATA BLC-2 PI STA. - 201+05.65 A = 15'30'00" (LT) D = 08°47'06" T = 88.76 = 176.44 R = 652.20 PC STA. = 200+16.89 PT STA. = 201+93.32 Q SURVEY SR 9 STA. EY SURVEY SR 9= rL buRV Y' sR ' 9 • • , CURVE DATA 18TERR-I PI STA. - 1+89.27 A - 27°27'20' D = 24°54'40° T = 56.19 = 110.21 R = 230.00 PC STA. = 1+33.08 PT STA. = 2+43.29 OFF SYSTEM - MILLING AND RESURFACING REVISIONS CURVE DATA AR-1 PI STA. - 1+90.89 (AT) A - 90°00'00' (LT) D = 57°17'45" T = 100.00 = 157.08 R = 100.00 PC STA. = 0+90.89 PT STA. = 2+47.97 CURVE DATA NSR-1 PI STA. = 401+25.93 , A = 66°59'48" (RT) D = 60°18'41" T - -- 62.88 OY' L 111.0�' R -95:00 PC STA. .-400+63.05 / PTA' ST. ' = 401+74. 14 LIMITS OF MILLING & RESURFACING STA. 1+47.00 SURVEY NW 18TH TER ENGINEER OF RECORD DATE pTION DATE DESCRIPTION MARK 5. CISSELL, P.E. LICENSE NUMBER: 60809 CHA CONSULTING, INC. 8935 NW 35TH LANE, SUITE 200 DORAL, FL 33172 PRC STA. +16.89 +44.71 24.21' RT, EX15T. CURB RAMP 5)(TO REMAIN) • PC STA.+33.08 EXIST. R/W LINE STA. 0+00.00 8 SURVEY NW 26TH AVE= 51 A. A 7+//.U5 5 SURVEY NW 18TH TER ( CURVE 18TERR-I STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO SR 9 COUNTY MIAMI-DADE FINANCIAL PROJECT ID 449366-1-52-01 0 10 40 Feet %'fJW 5 RIVER DRIVE Y 4 i SURVEY NW S RP/ER DR CURVE NSR-1 LI(Dg3 PC STA. +6305 EXIST. CURB RAMP (TO REMAIN) EXIST. CURB RAMP (T0 REMAIN) ( CURVE AR-1 IN: 1+ 1W33.08 i11! (() -- • •BE(DF�' 5 SURVEY %NW26AVE NT3'37"W NW NW 26TH AVENUE ROADWAY PLAN SHEET NO. FICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004. F.A.C. 6 W ti CURVE DATA BLC-3 CURVE DATA BLC. 4 PI STA. = 206+91.56 PI STA. = 208+67.99 6 = 15.30'00" (LT) 6 = 15'30'00" (RT) D = 08.42'38" D = 08.51'39" T = 89.52 T = 88.00 L = 177.95 L = 174.93 R = 657.78 R = 646.62 PC STA. = 206+02.04 PC STA. = 207+79.99 PT STA. = 207+79.99 PT STA. = 209+54.92 EXIST. MAST ARM (TO REMAI EXIST. R/W LINE SR 9 / NW 27TH AVENUE 208 (SURVEY SR 9 CURVE BLC-4 STA +79.99 CURVE BLC-3) I EXIST. R/W LINE +73.36 3976' RT. +83 33 41.05 RT. +88.31 41.47' RT. +98.36 4 4' T 209 STA. 209+4634 B SURVEY SR 9= 1 A, 198+54.91 (SURVEY 5R 9= EXIST. MAST ARM (T0 BE REMOVED) SEE DETAIL C (SPECIAL DETAILS SHEET) i45.43 - R.36' RT. AN4TLAIL A DETAILS SHEET) 44.5 1 LIMITS OF MILLING AND RESURFACING STA. 35+60.00 SURVEY NW 20TH STREET J (MATCH EXIST. PAVEMENT) 0 10 40 OFF SYSTEM - MILLING AND RESURFACING / SIDEWALK REPLACEMENT SEE DETAIL B (SPECIAL DETAILS SHEET) EXIST. MAST ARM (TO REMAIN) EXIST. R/W LINE SURVEY SR 9 211 arFe�< .r SR 91 NW 27TH AVENUE L EXIST. MAST ARM (TO REMAIN) SEE DETAIL D (SPECIAL DETAILS SHEET) END PROJECT END MILLING AND RESURFAC END CONSTRUCTION f"^ STA. 211+50.00 ¢ SURVEY SR:9 (MATCH EXIST.) EXIST. R/W LINE LIMITS OF MILLING AND RESURFACING STA. 211 +21.00 SURVEY NW 20TH STREET (MATCH EXIST. PAVEMENT) @ SURVEY NW 20TH ST 35' 1 • (0)DO3B 212 2. LEGEND O DENOTES MILLING & RESURFACING CONSTRUCT 6" CONCRETE SIDEWALK CONSTRUCT DETECTABLE WARNING SURFACE EXIST. STORM MH TOP (TO BE ADJUSTED BY CONTRACTOR) ECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15 REVISIONS ENGINEER OF RECORD DESCRIPTION DATE DESCRIPTION MARK S. CISSELL, P.E. LICENSE NUMBER: 60809 CHA CONSULTING. INC. 8935 NW 35TH LANE, SUITE 200 DORAL, FL 33172 STATE OF FLORIDA DEPARTMENT OF TRANSPORTA77ON ROAD NO COUNTY FINANCIAL PROTECT ID SR 9 MIAMI-DADE 449366-1-52-01 ROADWAY PLAN SHEET NO. 8 2 OFF SYSTEM - SIGNING AND PAVEMENT MARKING IMPROVEMENTS R/lN LINE 10700 1600 I 57A. 197+58 REMOVE EXIST. SIGN ya (TO REMAIN) J-f I r1 - 197 N2'• r "W EXIST. SIGN (TO REMAIN) fX14 SIGN r • ,(TO REMAIN) rT— ONtlf11D i jVl131N3\ EXIST. SIGN LUN j`FO-I?0 REMAIN) T- L J 4 ifs FR/W LINE T BEGIN PROJECT BEGIN SIGNING AND PAVEMENT MARKINGS STA. 197+22.00 SURVEY SR 9 (MATCH EXIST.) EXIST. SIGN /I /I (T0 REMAIN) /\ l / 19 / V / J_ rM Oo O I _A r0 CD1 I < -Ai 1 L`!J 0 10 40 10700 1112 ® SEA. 200+44 Feet (W16-1P 18"x24" 10700 11111 STA. 200+16 SrH 10700 1600 SI A. 200+45 REMOVE 1 0700 1111] sra. 200+77 10700 16001 f `�/ STA. 200+78 ^ REMOVE / \% EXIST. SIGN / — (TO REMAIN) 1` ,<Li0�l -, EXIST. SIGN EXIST. SIGN ,ice ♦\ / 1 ?0 REMAIN) \\ /♦ �� / ?0 REMAIN) +70.06 \\/ ♦\ ; ,Y /../ 29.77' LT. \\ I✓'''•/ \ A. / n\REMOVE EXIST. SIGN (`Ss\ �l (TO REMAIN) \ r- END BRIDGE N870730 STA. 200+27.97 o 0 0 BEGIN BRIDGE *870730 SR 9 / NW 27TH AVENUE STA. 199+26.89, j p p\</ EXIST. SIGN < O ) ?O REMAIN) / 64"x42 1 0700 2112 9 SEA. 197+8 REVISIONS ,' ESTOP; / \ EXIST. SIGN I A Uf / \ (TO REMAIN) 1 o m A L___"J \ \ / v EXIST. SIGN ?0 REMAIN) (' N —110 0 GS-2 72'x24" (G5-3 96"x36' 0700 2114 furl, . I z V At/ 9ZMN EXIST. SIGN hp CO (T0 REMAIN) I m s l3111-Z NW26 AV a \' $ ENGINEER OF RECORD 10700 3101 1 SEA. 200+98 \ R/W LINE 39.20 0.05' LT. $ SURVEY SR 9 $ SURVEY SR 9 10700 3601) 57 A. 200+9 REMOVE LIMITS OF SIGNING 6 PAVEMENT MARKINGS STA. 401+00.00 $ SURVEY NW 5 RIVER DR (MATCH EXIST.) R/W LINE ♦ 20' C.C. (TYPJ__ 46.41 115.29' RT. +77.13 11 .40' RT. 0700 3101 R/W LINE DATE DESCRIPTION DATE DESCRIPTION JUAN 5. CALDERON, P.E. LICENSE NUMBER: 58569 CALTRAN ENGINEERING GROUP. INC. 790 NW 107TH AVE.. SUITE 200 MIAMI. FLORIDA 33172 /(W11-0 30'x3 " 0700/360111 g m z K -"J VF \v STATE' OP FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO COUNTY FINANCIAL PROJECT ID SR 9 MIAMI-DADE 449366-1-52-01 RIVER DR 6" DOUBLE YELLOW WITH Y/Y RPM'S 20' C.C. (TYP.) \♦ +33.12 15.61' LT. 6" WHITE (TVA.) +27.56 12' WH 0.40' LT. (TYP.) .� 9.74' LT. 6" WHITE (10'- SKIP) ' W/R RPMS ® 417 C.C. (TYP.): +60.17 6" YELLOW (TPT- 8.77' LT. 8" YELLOW (TYP.) 14111111111111Mirk" +21.59 51.08' RT. ., 24" WHITE (TYP./ +� WHITE (P.r- \ 0700 3601 A. REMOVE 38.11' RT. 0700 3101 NW 26TH AVENUE $ SURVEY NW 26 AVE LIMITS OF SIGNING 6 PAVEMENT MARKINGS STA. 200+69.19, 147.67'RT $ SURVEY $R 9 (MATCH EX(57 S&PM PLAN SHEET NO. S3 C \Io nsets\P00T,44936615201.5igningan0Paii%ngSPfANSP01.d, - 5R 9 ISNEETI Des'gnl 3/3/1014 3:14.44E PR THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIEITALLY SIGNED AND SEALED JNDER RULE 61615-23.0U4. FAC. MATCH LINE STA. 35+20.00 DATE �4F5�S1YST.M-,IC3NIt3GlaPAVEMENT MARKING IMPROVEMENTS / 1 l f 71 Q SURVEY NW 20TH ST ti R/W LINE 6" WHITE W W/R RPM'S @ 20 C.C. (TYP.) +53.04 108.48 LT, 6" WHITE (TYP.) EXIST. SIGN i C, (70 REMAIN)( EXIST. SIGN (70 REMAIN) Q SURVEY SR 9 4 SURVEY SR 9 24" WHITE (TYP.) 12" WHITE (TYP.) +43.27 78.03 LT. 4n ♦♦ 24" PREFORMED WHITE (TYP.) 70 = s� • • N F J 6" WHITE (TYP.) • ♦ ♦ R/W LINE \ 6" WHITE (10-30 SKIP) \ W W/R RPM'S @ 40 C.C. _+59.78 33.61' RT -6" WHITE (7-4') (TYP.) +08.57 17.24' LT. • 6" YELLOW (7-4) (TYP.) +25.02 44.71' LT. +76.51 27.57 9.54' RT. 16.30' RT 9.44 2697 R 27TH NW AVENUE +79.52 5R 9 / 31.46 46.04' R1•, 52.83 RT +25.46 1.33 LT. DESCRIPTION 63.59' R 50.87 Ry ,.-/---- F/W LINE /// +67.20 65.69' RT. ©, I I I tf� I 3-1 10700 16001 STA. 208+66 REMOVE CIVO21 I 3H1 1 LaVHJ n EXIST. SIGN%% (TO REMAIN) V REVISIONS DATE +26.03 54.51' RT. +43.04 67.81' RT. 0700 11I1 I STA. 209+0 r +75.48 112.87 RT. DESCRIPTION w _w 1 +31.60 `7.27 RT. +77.79 65.78' RT 10' , 11' ENGINEER OF RECORD JUAN S. CALDERON, P.E. LICENSE NUMBER: 58569 CALTRAN ENGINEERING GROUP, INC. 790 NW 107TH AVE.. SUITE 200 MIAMI, FLORIDA 33172 0 10 40 Feet LIMITS OF PAVEMENT MARKINGS STA. 209+83.61. 125.77LT Q SURVEY SR 9 f NOTCH EXIST.) I'YELLOW (TYP.) * +79.54 105.38 LT. 6" DOUBLE YELLOW WITH UT RPM'S @ 20 C.C. (TYP.) 6" WHITE (10-30 SKIP) W W/R RPM'S @ 40 C.C. R/W LINE Moir RPMS @ r / C.C. (TYP.) / +71.89 / 58.47 LT. +30.97 / 42.30' LT. // / / +32.20 42.30' RT. INJ / EXIST. SIGN / (7"0 REMAIN) +47.49 41.28' LT. R/W LINE DURABLE PAINT -YELLOW +84.03 6.77' LT. R/WJ LINE / ,/ e iJ _ a / LINE h,` �/ ® ,0D' 111 I 10700STA. 3,1j +97 �•ee SURVEY N1Y 20TH ST MATCH LINE STA. 35+20.00 END PROJECT END SIGNING AND STA. 211+50.00 SURVEY SR 9 (MATCH EXIST.) • • +11.62 63.48 RT. • 6" WHITE (10'-30' •♦♦ ♦♦ SKIP) W W/R RPM'S PAVEMENT MARKINGS 212 SR 9 / NW 27TH AVENUE +11.51 80.03 AT. 6" DOUBLE YELLOW WITH Y/Y RPM'S @ 20 C.C. ♦ R/W LINE MIYMSS083 (R9-3bPR) @ 40' C.C. (TYP.) ♦♦ 41• 390 18"x17' • • W-I USE (R9-3bPL) ROSSWAIX 18"x17 R/W LINE LIMITS OF SIGNING & PAVEMENT MARKINGS STA. 209+85.75, 137.37'RT Q SURVEY SR 9 (MATCH EXIST.) STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD N0 COUNTY FINANCIAL PROJECT ID SR 9 MIAMI-DADE 449366-1-52-01 I(n;ml L__ DJ EXIST. SIGN (TO REMAIN) (R9-3a 12"x1 ' (R9-3a 17x1 10700 11111 STA. 711+00 S&PM PLAN 2. SHEET NO. 5-5 [.\WorsseesSF00*,4493661S201,S,9„.n94n0NarAIn9.PLANSP01.Jgn : Rt SR11 - SR II 15REET) Des.g. I 5JJr2024 3:14'44 04 THE OFFICIAL RECORD OF THIS SHEET 15 THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.0 rlrirl Mr, 3-SECT., 1-WAY T EXISTING (T0 REMAIN) 51GNAI HFAD DFTAIIS r ri 3-SECT., )-WAY 3 EXISTING (F0 REMAIN) 1650-2-109 7 EA ra 0\1/3\Y6f\&V ti INSTALL FLEXIBLE BACKPLATES (7, 4, 1/6, & 6) 00 0 0 00 3-5ECT.. 1-WAY 3 AS I 650.1.14 1 3-SECT.. 1-WAY 1 A5 5-SECT., I-WAT I EXISTING (T0 REMAIN) MOO rOZ 5-SECT., 1-WAY 1 A5 I 650-1-14 I I 650-1-I8 I (3)OVERHEAD SIGN DETAII rNW2OSTMRilerDr41 ri_NFtr4Drrnlw2OST1 r NW 27 AV L«oru.rnrr1rro J L«trroarwr1...r J L_ Unt, Blvd j 3 EXISTING IISN (TO REMAIN) © I; a : �7 I.I I r L —_J 2 EXIST. SIGNS (TO REMAIN) ,, ♦ NWN Fiver Drive NW20St♦ 2 EA NW 27 Av L Unity Blvd PRC, 700-5--2 CONTROLLER OPERATIONS: 1. MINOR STREET IS 5R 9/ NW 27 AVE. ON MOVEMENTS 1, 2, 5 & 6. MINOR STREET 15 NW 20 57. ON MOVEMENTS 3, 4, 7 & B. 2. PHASE 1, 2, 4, 5 & 6 ACTUATED PHASE 3 RECALL. 3. FLASHING OPERATION: RED: ALL MOVEMENTS. DO NOT BLOCK IarcLtml R10-7 (24"X30") 1 EA 1 EAI 700-3-201 I 4. MOVEMENTS 3, 5 AND 7 ARE PROCTECTED MOVEMENT 1 75 PROCTECTED/PERMISSIVE 5. PEDESTRIAN MOVEMENTS UPON ACTUATION ONLY. 6. PROPOSED CONTROLLER M-660X CABINET. 1. TOTAL FOR THIS INTERSECTION IS 642.5 WATTS, AND AMPERAGE IS 5.354 AMP. SIGNAI OPERATING PLAN (SOP 10) PHASE 2 r PHASE 1 PHASE 2 DRAWBRIDGE PREEMPTION S.0,P, (TO REMAIN) FROM NORMAL 1I Ij OPERATION II 8 PHASE 5 CLEARANCE DWELL 3 DWELL DWELL PHASE 5 TO NORMAL OPERATIO CONTROLLER TIMING REFERENCE TABLE FrA ff� 34S VED 4 EA 17211741Eel 1 AS 1, it ,t AM 9•• 112 EALF PED. SIGNAL ] EA CODU7RN'FOWN T-D�` ] 'vs %E t 0ArCj 1 7 ITa `}(6 C, AM EA B® 5-SECT.. 1-WAY 5-SECT.. 1-WAY I EX/STING I AS (TO REMAIN) 1 650 119 I PED. SIGNAL COUNT -DOWN 1-SECT., 1-WAY 3 AS 1 653-1-11 I PEDESTRIAN SIGN DETAILS r 1 A A ® a,.17 R10-39 9•X 15 4 EA ®� zri R10-39 9•X 15 4 EA PREEMPTION MINIMUM TIMING TABLE FUNCTION SECONDS BRIDGE CLEARANCE 82 QUEUE CLEARANCE 78 MINIMUM SEPARATION 4 VEHICLE MOVEMENT 2 3 5 6 7 8 APPROACH DIRECTION NBL 58T ESE WBT SBL NBT WBL EBT VIDEO DETECTION CHART APPROACH POSTED SPEED (MPH) 35 35 40 40 35 35 40 40 DEFECTOR No. MOVEMENTS ZONES All RED DISTANCE (FEET) 13o 120 135 125 130 110 135 125 4 VOA. V48 YELLOW CLEARANCE 4.0 40 4.4 4A 4.0 40 44 44 V2 7 V7A. V7B ALL RED 2.9 2.7 2.6 2.5 2.9 25 2,6 25 V3 1. 6 VIA.V6A,V68 PEDESTRIAN MOVEMENT P2 P4 P6 PR V4 6, 6R V6C, VERA PED. CROSSING DISTANCE (FEET) 100 75 88 70 V5 8. 8R V8B, VBRA PEDESTRIAN WALK W PCD. CLEARANCE INTERVAL (SEC) 7 33 7 26 7 19 24 V6 3. 8 V3A. V8A V7 V8 2, 5 2 V28, V2C V2A. V5A 635-2-11 639-1.122 639-2-1 639-3-11 641-2-12 EA 1 AS 1 EA R/W LINE REMOVE EXIST. SERVICE DISCONNECT. PROP. SERVICE DISCONNECT STA. 209+38.17, 107.76' LT 1 RUN .@ 12 LF (1) ELECTRIC PROP. TRAFFIC CONTROLLER M-660X CABINET STA. 209+35.64, 92.38' LT I 630-2-12 I 660-4-11 670-5-141 684-6-30 1 Ear 635-2-12 INSTALL FIBER OPTIC PULL BOX INSTALL PED. DETECTOR & SIGN ON EXIST. PEDESTAL. 1 EA NER 7 EA ] EA 665.1-11 I I 630-2-12 I I 630-2-12 I I 630-2-12 I 635-2-11 665-1-11 1 RUN 5 LF (1) PED. SIGNAL 4 RUNS @ 118 LF (2) SIGNAL (1) PED. SIGNAL (I) VIDEO 5 RUNS @ 24 LF (3) SIGNAL (1) PED. SIGNAL (7) VIDEO REMOVE EXIST. PED. DETECTOR & SIGN. INSTALL PROP. PED. LINE— DETECTOR & SIGN EXIST. L PEDESTAL. R/W -- EXIST. MAST ARM TO REAM/ EXIST,E'CTV CAMERA 'TO REMAIN SW CORNER SE CORNER SE CORNER 1 EA 1 EA 3 EA 1 EA 646-1-11 665-1-11 I 6302 ]2 I I 630-2-12 I 635-2-11 1 EA 1 EA 1 EA / EA 1 EA 649-21-10 SR 9/ NW 27 AVE. ., '55 107' AO 1-11 RUNS @ LF W��X' L�i� 3 (1) 5,$(yNAL I J (ll PED. S/LNAL, !Ater��' Q, (1) VIDEO i.< --ram`-....... •� %J'1'IIFi'rF,. 4 OFF SYSTEM - SIGNALIZATION IMPROVEMENTS r 639-2-1 630-2-12 1 RUN @ 1 ELECTR 2 LF T(5) SIGNAL :(1) PED. 5 GNAL ,(1) VIDEO 52 LF �ae R/W LINE ROP. PED. PEDESTAL, HEAD, DETECTOR & SIGN STA. 209+18.96, 60.58 RT. REMOVE EXIST. MAST ARM, INSTALL 8/8V SIGNAL HEAD AT STA. 209+29.03 1 RUN@ 10 LF (1) PED SIGNAL 1 RUN @ 5 LF, 1 PED. SIGNAL STA. 209+29.03, 68.64' (CR ARM LENGTH ARM 1 BEARING— 5 87°56W L 630-2- 2 I 630-2.12 635-2-11 635-2-11 646-1-11 665-1-11 I 649-21-6 I 2 RUNS @ 9 LF. /11) viDE 1 RUN @ 13 LF. (1) PED. SIGNAL PROP. PED. PEDESTAL, HEAD, DETECTOR & SIGN. STA. 209+38.29, 73.97' RT.. REMOVE PED. PEDESTAL, HEAD & DETECTOR STA. 209+37.02. 83.70' RT. 49ARM LENGTH 1= 41' ARM 1 BEARING= N 02'03'37" W REMOVE EXIST. TRAFFIC _I CONTROLLER CABINET EQUATION' `-• • ' STA. 36+85.v/. BE 1 ] 630-2-12 _I L2 RUNS @ 23 LF (7) SIGNAL (1) VIDEO REMOVAL ITEMS: 1 PI 1 AS 251 LF 1 EA 632-7-6 639-1-620 639-2-6 646-1-60 649-26-3 653-1-60 665-1-60 670-5-600 NW CORNER 0 10 40 R%W LINE Feet CORNER EXIST. FPL SERVICE POINT. I 630-2-12 I 3 RUNS @ 86 LF (1) SIGNAL (1) PED. SIGNAL (1) VIDEO INSTALL PED. DETECTOR & SIGN ON EXIST. PEDESTAL 635-2-11 665-1-11 5 EA 1 EA EXIST. MAST ARM4' 1‘ TO REMAIN. —/ REMOVE EXIST. PED. DETECTOR & SIGN. INSTALL PROP. PED. DETECTOR & SIGN ON FX15T PFDFSTAL )I 665-1-11 II EA R/W LINE W///A 0 1A I F41 III 11 SR 9 PROP. VIDEO CAMERA (TYP.) I 660-4-12 I-8 EA ^-- PROP. PED. POST, DETECTOR & SI STA. 210+36.18 49.46' RT r 630-2-12 7 NUN@ 12 L (1) PED. SIGNAL EXIST. MAST ARM TO REMAIN, REMOVE EXIST. PED. DETECTOR P6 HEAD & SIGN. ‘ Ij I 630-2-12 I 3 RUNS @ 5 LF (1) SIGNAL (1) PED. SIGNAL (I)VIDEO 630-2-12 7 ]a-@ 21 LF (1) PED. SIGNAL PROP. PED. PEDESTAL, &qp DETECTO SIGN STA. 210+18.47 67.33' RT. R/W LINE 1 EA 1 AS AS SR 9/ NW 27 AVE. AND NW 20 ST. I ASSET tF 2404 635-2-11 646-1-11 665-1-11 4 EA 1 EA 1 EA 1 EA 1 EA 1 EA REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION IUAN 5. CALDERON, P.E. LICENSE NUMBER: 58569 CALTRAN ENGINEERING GROUP. INC. 790 NW 107TH AVE.. SUITE 200 MIAMI, FLORIDA 33172 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO COUNTY I FINANCIAL PROJECT ID SR 9 MIAMI-DADE 1 449366-1-52-01 SIGNALIZATION PLAN SHEET NO. T-4 Z.\Norl.sets\T00T\44936615201 \sipnal•eat on\PL3NSOCl.4pn : 9L SR9 - NW >0 ST !SHEET. Qa„0n4 5na024 n:1905 AM