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Home My WebLink AboutExhibit AEXHIBIT "A" FM# Page 1 of 13 OFF -SYSTEM CONSTRUCTION AND MAINTENANCE AGREEMENT Between STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ("DEPARTMENT") and City of Miami, a municipal corporation of the State of Florida ("CITY") THIS AGREEMENT is made and entered into as of October 18, 2024, by and through the STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida (the "Department"), and City of Miami, a municipal corporation of the State of Florida (the "City"), collectively referred to as the "Parties." RECITALS A. Upon approval of the Department's Work Program by the State of Florida Legislature, and adoption by the Department Secretary, the Department shall complete the various projects included in the Department Work Program; and B. Included in the Department Work Program is Project Number FM# 445996-1-52-02, SR 5/ US 1/ Biscayne Blvd [From NE 61 st ST to NE 6`h Ave] (the "Project"). A portion of the Project includes work on NE 62nd St., NE 64th St., NE 69th St., NE 71' St., NE 76th St., NE 78th St., NE 79th St., NE 81st St., NE 82nd St., and NE 87th St. in Miami, Florida, all roads not on the State Highway System and as shown in Exhibit "A"; and C. The City is the holder of ownership rights NE 62nd St., NE 64th St., NE 69th St., NE 71st St., NE 76th St., NE 78th St., NE 79th St., NE 81st St., NE 82nd St., and NE 87th St., all roads not on the State Highway System; and Rev. 03/24 1 FM# Page 2 of 13 D. The Parties agree that it is in the best interest of each party for the Department to undertake and to complete all aspects of the Project, including but not limited to, the design, construction, construction inspection, maintenance during and after 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. TERMS NOW THEREFORE, in consideration of the premises, the mutual covenants and other valuable considerations contained herein, the receipt and sufficiency of which are hereby acknowledged, the Parties agree as follows: 1. The recitals in this Agreement are true and correct, and incorporated into and made a part hereof. 2. The Parties agree that the Department intends to undertake and complete Project Number FM# 445996-1-52-02, which Project generally includes the following: • Installation of new FPL service point and pull boxes within the project area; • Removal of existing FPL service point and pull boxes within the project area; • Removal of existing service pedestal and disconnect • Installation of new service pedestal, utility meter and service disconnect • Milling and Resurfacing within the project area; and • Installation of sidewalk within the project area; The Project shall include improvements on the following City roads: NE 62nd St. from the NW corner radius return to 45 feet West along the sidewalk; NE 64th St. from the NE corner radius return to 116 feet East along the sidewalk; NE 69th St. from the SW corner radius return to 140 feet West along the sidewalk; NE 71st St. from the SE corner radius return to 50 feet East along the sidewalk and median; NE 76th St. from the NE and SE corner radius return to 50 feet East along the sidewalk; NE 78th St. from the NW corner radius return to 140 feet West along the Rev. 03/24 2 FM# Page 3 of 13 sidewalk; NE 79th St. from the NE corner radius return to 120 feet East along the sidewalk and 20 feet North of NE 79th St. along Alley; NE 81st St. from the SE corner radius return to 120 feet East along the sidewalk and 115 feet South of NE 81 st St. along Alley; NE 82nd St. from the NW corner radius return to 144 feet West along the sidewalk; and NE 87th St. from the SE corner radius return to 70 feet East along the sidewalk (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"): • Installation of new FPL service point and pull boxes within the project area; • Removal of existing FPL service point and pull boxes within the project area; • Removal of existing service pedestal and disconnect • Installation of new service pedestal, utility meter and service disconnect • Milling and Resurfacing within the project area; and • Installation of sidewalk within the project area; 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 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 Rev. 03/24 3 FM# Page 4 of 13 ("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 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 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 Rev. 03/24 4 FM# Page 5 of 13 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 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 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. 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. Rev. 03/24 5 FM# Page 6 of 13 6. The Parties acknowledge and agree that the City' s right-of-way and the improvements and structures located within the City's right-of-way, are and will remain under the ownership of the City, and that the Department will not have any ownership interest in the right-of-way, improvements, or structures located thereon or installed therein pursuant to 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 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 Project, 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 Department Head, Resilience and 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 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. Rev. 03/24 6 FM# Page 7 of 13 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 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. 03/24 7 FM# 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 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 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. 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 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. 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 Rev. 03/24 8 FM# Page 9 of 13 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 into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for expenditure during any such fiscal year. Any contract, verbal or written, made in violation of this subsection is null and void, and no money may be paid on such contract. The department shall require a statement from the comptroller of the department that funds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts for periods exceeding 1 year, but any contract so made shall be executory only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years; and this paragraph shall be incorporated verbatim in all contracts of the department which are for an amount in excess of $25, 000 and which have a term for a period of more than 1 year." 16. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the Department's sovereign immunity protections, or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. 17. A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and executed with the same formality as this Agreement. 18. This Agreement shall be governed by the laws of the State of Florida. Any provision hereof found to be unlawful or unenforceable shall be severable and shall not affect the validity of the remaining portions hereof. Venue for any and all actions arising out of or in any way related to the interpretation, validity, performance or breach of this Agreement shall lie exclusively in a state court of appropriate jurisdiction in Leon County, Florida. 19. No term or provision of this Agreement shall be interpreted for or against any party because that party's legal counsel drafted the provision. Rev. 03/24 9 FM# Page 10 of 13 20. In accordance with Executive Order No. 11-02 the Department's Vendor/Contractor(s) shall utilize the U.S. Department of Homeland Security's E-Verify system, in accordance with the terms governing use of the system, to confirm the employment eligibility of; i. all persons employed by the Vendor/Contractor during the term of the Contract to perform employment duties within Florida; and ii. all persons, including subcontractors, assigned by the Vendor/Contractor to perform work pursuant to the contract with the Department. 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: CITY OF MIAMI Department Head, Resilience and Public Works Miami Riverside Center 444 S.W. 2nd Avenue, 8th Floor Miami, Florida 33130 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 "B", 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. Rev. 03/24 10 FM# Page 11 of 13 IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the dates exhibited, by the signatures below. STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION By: Name: Title: Director of Transportation Operations Date: Attest: Name: Title: Department Legal Review: By: Name: By: Name: Title: Date: Attest: Name: Title: Approved as to form and legality: By: Name: Rev. 03/24 11 FM# Page 12 of 13 Rev. 03/24 12 BEGIN PROJECT BEGIN CONSTRUCTION BEGIN MILLING & RESURFACING CONNECT TO EXIST. STA. 180+80.00 ,t SURVEY SR 5 MP 15.025 P,/w LINE 1.3q1§6,R evnL E9SI{E-F{B 179 +22.22 +20.48 +13.98 37.87' LT. +13.77 +07.10 31.24' LT. +75.83 25.00' LT. 180 O/JO BI f4(44BA Es G($-,''' BFOC - 3107-BED (CI 6 :OW -7 EXIST. LIGHTING PULL BOXES (TO BE REPLACED DUE TO SIDEWALK RECONSTRUCTION) 635-2-11 2 EA LEGEND I4.E. - MATCH EXISTING 4-81.92 25 00' LT- R/w LINE 50 .0000' BEGIN C&G TYPE "F" MATCH EXIST PC ST4. 180++93.68 +74.64 75.78' RT. +21.84 57 18' RT. END C&G TYPE "F" (MATCH EXIST. PT STA. 181+2228 a U 0JI4IT OF MILLING & RESURFACING ATCH EXIST. '09 78' LT. dI q +70_26 +90.52 I4.E. 181 25.00' LT. +80.38 9. E. +65.55 I4.E. +65.27 M.E. +61.43 M.E. +75.40 IILE. VVh'1 & VVF'IA) VVH2 & VVH2A +85.57 32.90' LT. +08.9 1 33. 77' LT. • 38.00' RT. +71.07 ME. +63.89 I4. E. \ +664.73 6282' RT. +64./1 97.59' RT. +6411 101.15' RT. LIMIT OF MILLING & RESURFACING MATCH EXIST. 89,34' RT. On OFOC OFOC OMEN +85.57 +08.92 -- 182 wE +70. 64 4276' LT +68.80 37.94' LT. +59.39 I4.E. +51.33 34. 06' LT. R/w LIVE +I17.E.45.35 R9109 Inc. 183 l 1r Nz'21 7 w - US-1 / BISCAYNE-BLVD. R/Vl LIIIIE 3-1- +516/3 78.00' RT. OFOC NE OFOC -411111100"-- 0 10 50 Feet ELIMIT OF MILLING & RESURFACING ',,ATCH EXIST. 41.15' LT. +22.88 98.15' LT. +22 78 ALE +31.26 3.15' LT. +28.96 184 I '.\1 SURVEY GovZ'J +36.99 78LC9AN +46-02-----./V(D)M.E. `R/w LINE BEGIN C&G TYPE MATCH EXIST. Pc. STA. 184+20.44 VVH102 EXIST. FIRE HYDRANT TO REMAIN +31,52 46.71' LT. +32.89 48.99' LT. +44.06 35.00' LT. +05.91 38.00' RT. +90.71 60.87' RT. ' '0 42-21, `+- MATCH EXIST PT STA 184+44 30 185 R/V' LINE 5LE 14 T OF MILLING & RESURFACING ,ATCH EXIST. t070' RT. 2 td n -8 n City of Miami Right of Way REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION IIEHRDAD EBRAHIMI, P.E. P.E. NO.. 93921 H.V/. LOCHNER, INC 8750 NV/ 36 STREET, SUITE 360 MIAI'/II, FLORIDA 33173 8T.4 TR OF FP O270D4 OEP.l22RfE& T OF TS4Ab' PORTIT7ON ROAD NO. COUNTY FINANCIAL PROJECT lD SR 5 MIAMI-DADE 445996-1-52-02 ROAD WA Y PLANS SHEET NO. 9 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. +43.61 E R/VV LINE CD U OFOC +61 77 46.73' LT. +49.96 35.00' LT. - 186 - 0-\ N O 71 6 L SO SO z +44.67 63.95 RT. O' 0 V' L051I OF MILLMG & RESURFACING I'VT EXIST. LT. 187 +12.26 40.00' LT. BFOCID)\- +77.22 I'V.E LIMIT OF MILLING & RESURFACING MATCH EXIST. 53.07' RT. EXIST. LIGHTING PULL SLOES (TO BE REPLACED DUE TO SIDEWALK RECUIVSTRUCTIONI '635-2-11 IP0FND M.F. - MATCH EXISTING 3 EA 188 +77.49 ME. LIMIT OF MILLING & RESURFACING MATCH EXIST. 66. 5 ' LT. EXIST. TREE & STEEL GRATE TO REMAIN TREE PROTECTION BARRIER R/W LINE +77.13 EXIST. RAMPS TO REMAIN END C&G TYPE "F" MATCH EXIST. STA. 1 39+78.55 +65.00 44.35' LT. +56.75 40.00' LT. +46.42 40.00' LT. BEGIN C&G TYPE "F" MATCH EXIST. STA. 139+46.47 o1 O o01gd.a ¶05501 (o 189 (CR-A-) I +56.26 US 1 / BISCAYNE BLVD. N22 C_)- o- 1 BEGIN C5G TYPE "F" PC +48.01 MATCH EXIST. 135-64' RT. STA. 189+43.09 +26.42 f73IRE-2L' \l 5LDCZo)Y-5 CROSSWALK R/611 LIN -L P-e7 43.U1 ; _ _ _ +49.63 L - - rt - - _ _ - ; ; ( - - t0-w A O :FI 12 .r-H rd-1 a e /'1 67. . I'I I.' DETAIL A N.T.S. EIXIST. FIRE YDRANT TO REINAI5 EXIST. LIGHT POLE TO REMAIN 4800 T. 48.00' RT. DETAIL A +62. 09 O 59. 39' RT. END 2WG TYPE "F" MATCH EXIST. _STA. 189+71.26 '+69.2 , n LIMITS OF MILLING & RESURFACING MATCH EXIST. 86.32' RT. OFOC OFOC2 (( CROSSWALK 0 0 +73.34 190 IV I PT +71.1 56.99' RT VVHS & VVH3A +09.99 37.16' LT. +09.17 24.67' LT. +12.41 32.11' LT. +16.69 40.00' LT. +21.77 t AA 5(g) +17.03 +30.64 191 SURVEY -/ BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 191+67.91 ' i EFOG • _Row �' R/VV LINE +58 +21.24 50.00' RT +13.60 z 53 67.92' RT. p!1' \+13.42 70.72' RT. +07.75 M.E. 08.78 lk46.25' RT. +14.55 y 15238' RT. Q 75 Q 50.00' RT. 0 10 50 Feet 192 R/1V LINE (-CR A� C-NEWR7G---) 88.06 P � +10 +63.36 75.08 RT. END C&G TYPE "F" MATCH EXIST. PT STA. 191+92.4 LIMIT OF MILLING & RESURFACING MATCH EXIST. K1.41' RT. City of Miami Right of Way BEGIN C4G TYPE"F MATCH EXIST. PC STA. 192+06.41 0 EXIST LIGHT Il POLE TO REMAIN END C&G TYPE "F" MATCH EXIST PT STA. 192+30.52 +30.53 49.76' RT., 0 71 NE 64th TERRACE REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION MEHRDAD EBRAHIINI, P.E. P.E. NO.: 93921 H.V1. LOCHNER, INC. 8750 NV/ 36 STREET, SUITE 360 MIAI'VI, FLORIDA 33173 6 TA TR OF Er oR lZA D.Ei P,18TWEE, T OF TRAA,X P02T,A T50N ROAD NO. COUNTY F)NANCIAL PROJECT ID 5R 5 MIAMI-DADE 445996-1-52-02 ROADWAY PLANS SHEET NO. 10 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. NE 7Oth ST. MET651 TYPE "F" MATCH EXIST. PC STA. 206+38.39 +50.72 52.62' LT. END C&G TYPE "F" MATCH EXIST. PT STA. 206+61.47 F MILLING & RESURFACING EXIST. LT. +00.73 53.37' LT. END C&G TYPE "F" HATCH EXIST. PT STA. 299+09.99 +02.16 DETAIL D +72.45 46.30' LT. a 4 z U, c (�/2o3a LIMIT OF I4ILL(NE & RESURFACING MATCH EXIST {I1 ff +207'3 LT. BEGIN C&G TYPE F' ®� c•♦ R/II/ LINE MATCH EXIST 7,43 ®/ R-A A�IJS+i 4' / ,yj 4 6 I +2572 v +82.86\ i +U2.58 44.01 --- e.00' LT s4.n 207 208 209 1966' LT. qo- N2"21'31"W 27 88' LT / V +25.72 38.00' RT, +75.76 R/VV LINE 38.00' RT. +64,10 55.64' RT. '(NIT OF MILLING & RESURFACING ,77ATCH EXIST. .20' RT. +35j 50.%RT. I t EXIST. LIGHTING PULL BOXES (TO BE REPLACED DOE TO SIDEWALK RECONSTRUCTION) 635-2-11 I F2FND R1.E. - MATCH EXISTING 4 EA BEGIN C&G TYPE "F" HATCH EXIST. PC STA. 208+68.45 a 4 E. +68.39 38.00RT +79.24 44.37' RT. DETAIL C END C&G TYPE "F" WATCH EXIST. PT STA- 208+92.72 +79.23 95.75' RT. +84.23 55.75' RT +36.74 93.87' RT. +82.54 +86.09 NE 71 st ST. +90.' 1 83.49' RT. 66.21' LT. +37.49 82.71' LT 2 +37.48 78.25' LT. v, +37.37 67.58' LT. 'T BEGIN CNC TYPE "F" MATCH EXIST. PC STA. 209+35.22 +45.47 62.11' LT. END C6G TYPE "F" I9ATCH EXIST. PT STA. 209+59.96 +62.82 9. 25' LT. +70.29 28.00' LT. 210 +48.81 42.73 RT. +55 55 42.70' RT. 5 55 5. 3 O BI® +33 30 61.E. EDT +74.55- - I PC +97.35 - DETAIL D N.T.S. PT +09.99 ,N, 0 10 50 Feet /n C IV 10 Z END C&G TYPE "F" MATCH EXIT. PT STA. 21.7+02,00 +8652 45,37' LT. BEGIN C&G TYPE "F" MATCH EXIST, PC STA. 212+75.1. LIMIT OF MILLING & RESURFACING? MATCH EXIST 'd 41.09' LT. END C6G TYPE "F" TRAFFIC MONITORING SITE VEHICLE MATCH EXIST. SENSOR -NOS -EIGHT, 87-5065 PT STA. 212+4 W +33.37 4 EA +18.9144'24' L 4 EA 29.76' LT. BEGIN r&G T PE " +45.31 R/W LINE I'IATCH EXIT 0695-] 1 0695-6-12 9.E,- 2-1 1 N2 23' 13V1 US /-BISEA'fNE BLVD +48.81 45.78' RT. +47. 85 50.00' RT. LIMIT OF (MILLING & RESURFACING MATCH EXIST_ 76.39' RT. City of Miami Right of Way l Gf,5_ -EE%DT BFOG(D)*al-- L R/VV L1/VE +35. 19 50.00' RT. +38.83 63.02 RT PC +6ij34 5 YDI BE(D+ 70 ELLOUPAINT PAY !TEI4 NO.: 0711 16201 +83.82 52.32 RT. +83.8G 56.27' RT. I V CROS.0'VALK' o 254 fa047I77771-717 861991 - " `,F 21I IRII I'II,I R~ �'tt l all PT I. 1 �'4 III 56 32'SA ryE % IIV DETAIL C N.T.S. 27,2 O +10.08 23.OU' LT. 212 f SURVEY-7 PT +06.68 30.54' RT. r +25.72 +88.92 CR-A Ol L N 10 W z CROSSWALK a�vw a0ri i +89.49 54.43' RT. +88.83 G2.99' RT. BEGIN C&G TYPE "F" MATCH EXIST, PC SE, 211+81.48 +02.00 29.48' LT. +10.10 (28.00' LT. 213 / I END C&G TYPE "F" (MATCH EXIST. PT STA. 212+44.75 LIMIT 0` (MILLING & RESURFACING I=LATCH EXIST. 54.23 .RT. / R/V LINE J. REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION MEHRDAD EBRAHIMI, P. E. P.E. NO.. 93921 H.V1. LOCHNER, INC. 8750 NV/ 36 STREET, SUITE 360 MIAI'4I, FLORIDA 33173 8T.ATR OF FPORTD4 O.EP,I RTRfENT OF T7?/IA0PORTAT175V ROAD NO. COUNTY FINANCIAL PROJECT ID SR 5 MMIAMI-DADE 445996-1-52-02 ROAD WA Y PLANS SHEET NO. 13 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. MATCH LINE 220+40.00 O NOLDE 221 0. 222 I I R/I,V LINE +65.65 28.00' LTA FoccDj- _ n sFoeTd4ret q- vt„- --, r ��„', { _ R/6V LINE +36.22 +50 27 40.00' RT. 40.00' RT. BEGIN C&G TYPE "F" MATCH EXIST. PC STA 222+46.81 EXIST. LIGHTING PULL BOXES (TO BE REPLACED DUE TO SIDEWALK RECONSTRUCTION) 635-2-11 I F;FNH M.E. - MATCH EXISTING 6 EA END C&G TYPE "F" MATCH EXIST. PT STA. 222+72.56 +70.64 69.48' RT. 0E-- 223 (LIMIT OF WILLING & RESURFACING WATCH EXIST. 2.99' LT. BEGIN C&G TYPE "F" MATCH EXIST. STA. 223+09.61 +41.15 40.00' LT. R/VV LINE 10'b TYPE" .'TCH'- -23 STA 2 s4 .20 224 END C&G TYPE "F" WATCH EXIST. STA. 226+05.73 PT +05.61 PC +81.99 +96.59 +70.18 27.46' LT. BEGIN C6G TYPE "F" +55,85 MATCH EXIST. 28.00' LT. STA. 225+70.37 +55.95 40.02 LT N2°2313'1V @ SURVEY US- 8-SCAYNE BLVD. +16.10 +6437 NE 75th ST. END C&G TYPE "F" o-, MATCH EXIST PT STA. 223+30.60 +92.11 +19.70 L +46.23 38.00' RT. GIN C0G TYPE "F" TCH EXIST. STA- 223+08.26 OF MILLING & RESURFACING IAATCH EXIST. 44.37' RT. 0E-- --OE------------0E--.---- 225 I +65.23 +45.44 / \ 38-00' RT. -- +76.38 50.79' RT +75.42 58.51' RT TREE PROTECTION BARRIER �VVH104 & 104A O 1ST 0 10 50 Feet m -E 20 zo m LIMIT OF MILLING & RESURFACING m MATCH EXIST. 89.80' LT. o 0 BEGIN C&G TYPE "F" a //////// MATCH EXIST. I.I PC STA. 226+45-00 N City of Miami Right of Way +03.97 +45.91 , +62.89 PT +63.90 II. 31.41 55.87' RT. BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 226+17.51 +56 23 50.25' LT. +59.71 RAIN LINE 40.00' LT. VVHSA /V _L " -_ 51E 227 END C&G TYPE "F" WATCH EXIST. STA. 226+77.74 R/LV LINE) +55.44 38.00' RT. +53.44 38.73' RT. END C&G TYPE "F" WATCH EXIST. PT STA. 226+42.52 +30.91 97. 03' RT. +26.57 104.3 RT. LII"IIT OF MILLING & RESURFACING WATCH EXIST. 99. 58' RT. REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION INEHRDAD EBRAHIMI, P.E. P.E. NO.. 93921 H.VI. LOCHNER, INC. 8750 NV' 36 STREET, SUITE 360 MIAMI, FLORIDA 331.73 8T.ATO OF FL -ORLON O.EP.l RTRfR AaT OF TRA110 PORT, ITEOXU ROAD NO. COUNTY FINANCIAL PROJECT lD SR 5 MIAMI-DADE 445996-1-52-02 ROADWAY PLANS SHEET NO. 15 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. +55.78 28 00' LT. - - --228 n1----113Fg END C&G TYPE "F" MATCH EXIST. PT STA. 229+14.43 +04.25 BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 228+96.76 RV8V LI,PE +05.68 BEGIN C&G TYPE "F" MATCH EXIST. +84.66 PC STA. 228+66.62 _ R/bV LINE +55.4 33.00RT. END C&G TYPEL MATCH EXIST. c PT _TA. 228+93.06 EXIST. LIGHTING PULL 3E (',p,XEESTO iTO5700 DEVALREKPL2k0D - (Di RECONSTRUCTION) 635-2-11 I F;ENH M.E. - MATCH EXISTING 6 EA 229 NE 77th ST. BEGIN BRIDGE #870002 END APPROACH SLAB STA. 231+38.32 SURVEY SR 5 BEGIN APPROACH SLAB END MILLING & RESURFACING STA. 231+18.38 SURVEY SR 5 +59.67 LIMI MAT 57.9 BE(D)- LIMIT OF WILLING & RESURFACING WATCH EXIST 42.99' LT. BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 229+51.16 END C&G TYPE "F" MATCH EXIST. PT STA. 229+74.51 230 L 05 1 / BISCAYNE BLVD. +37.02 5.62 END C&G TYPE "F" WATCH EXIST. PT STA. 229+48.75 BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 229+30.48 OF MILLING & RESURFACING EXIST. RT EXIST. LIGHT POLE TO REMAIN R/111 LINE 231 92231= IN +1338 +89 26 I4. E. M.E. R/V0 LINE L/NE R/W R/VU LINE END BRIDGE #870002 BEGIN APPROACH SLAB STA. 232+24.63 Ig SUR END APPROACH SLA BEGIN MILLING & RE O s 50 In R/I/V LINE 50 06 O - -232- rS7/RV-EY= O 50 8 In EY SR 5 +23.28 50.00' RT. URFACING STA. 232+44.59 Ig SURVEY SR 5 -c 6 16 o 58 E4r z END C&G TYPE MATCH EXIST. PT STA. 234+1 C VV H7 06 EXIST. FIRE HYDRANT TO ,REMAIN +96.94 M.E. BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 233+95.08O LIMITS OF MILLING & RESURFlC-/5/ MATCH EXIST. 63.50' LT, +63.8Y 1'4. E. +60.24 M.E. EXIST- RAMP TO REMAIN - +30.73 30.00' LT 233 1ID/3fl-_eEfpc(t-Paa°i�^, +57.48 R/10 LINE 39.85' RT. EXIST. RAMP TO REMAIN +05.68 166.89' LT. +00.28 172.29' LT. �VH7A & VVH78 41.2 CR -C 1'v +86.40 51.84' RT. 9E6-IN.C&G TYPE "F" MATCH EXIST. PC STA.' 234+30.68 ///j�� LIMIT Xf OF MILLING & RESU kFACl / MATCH EST. 101 35' ftT. EXIST BACK 050IDEI/TALK CURB;'$0 REMAIN +75.72 48.62' RT. +83.76 49.00' RT. City of Miami Right of Way b C&G TYPE "F' TCH EXIST. P STA. 234-F54.2 EXIST. LIGHT POLE TO ,REMAIN OFOC +32,12 - 1441114* REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION INEHRDAD EBRAHIMI, P.E. P.E. NO. 93921 H.VI. LOCHNER, INC. 8750 NV/ 36 STREET, SUITE 360 MIAI'4I, FLORIDA 33173 ST.ATP, OF Fr URT ,4 OEY.l 27511 RAT OF TR,4A,60O8T.ATPO/V ROAD NO. COUNT FINANCIAL PROJECT lD SR 5 MIAMI-DADE 445996-1-52-02 ROAD WA Y PLANS SHEET NO. 16 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. 6FOC(5) +57.75 M.E. EXIST. POST TO REMAIN rR/IN LINE +44.13 I�I.E. 6Rff.CI R4-5"_3.8 235 N2'23'1/56.. +6/ 19 50_00' RT, LINE R/Vl LINE +21.36 65.04' LT. +21.65 37.78' LT +19.32 28.89' LT EXIST. RA IIAP TO REMAIN +1461 27.88' LT +07.26 38.24' LT +07.52 M.E. ,,CD BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 236+04.65 +08.64 50.00' RT. DETAIL E +21.21 EXIST. LIGHTING PULL BOXES (TO 6E REPLACED DUE TO SIDEWALK RECONSTRUCTION) 635-2-11 4 EA 236 m*i 4/NE / R/IN LINE LIMIT OF MILLING & RESURFACING MATCH E. IST. 1105.35' L UN O I. mi EI O 59.08' RT. END C&G TYPE MATCH EXIST. PT STA. 236+32.50 R/W LINE City of Miami Right of Way 1 FGFNIS M.E. - MATCH EXISTING ole 00.40 47.22 LT. VE 0 M cC w +91. 57 1'A. E. +9255 I44.E. 237 TRAFFIC MONITORING SITE INDUCTIVE LOOP ASSEMBLY, 87-5068 +02.63 42. 69' LT. EXIST. RAMPS TO R71'/IAIN +09. lb 37.21' LT. VVH10 -EXIST. RAMPS To REMAIN US 1 / BISCAYNE BLVD. 0695-1-1 0695-6-12 Dt 238 ( 0 51 +92 A1. EE OF MILLI EXIST. 87. 0' R..•• Y B +13.22 38.80' RT. 08.37 9.32' RT. 4.15 93' RT. 0.11 .90' RT. 8.04 .22' RT. .01 3 EA 3 EA � � m L 41,INIT OF MILLING & RESURFACING ilr&TCH EXIST. it.47' LT. o W - BEGIN C&G TYPE "F" ' MATCH EXIST. PC STA. 239+79.47 +94.84 44.71' LT. + -. 39 R/W LINE 40.00' LT BP1 G(D) r1 Moir 239 e SURVEY +46.59 -€XIST. LICHT POLE TO REMAIN +15.67 36.77' RT. G Cv RESURFACING 55.18' RT +90 59 149.24' RT. /R/IN LINE - - - - BELD)- - - CROSSV'ALI +18 6 R/I// LINE 50.00 RT. BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 239+36.47 +43. 16 PC 06.23 PT +21.23 75.14' RT. END C&G TYPE "F" (MATCH EXIST. PT STA. 239+53.64 W J m o 77 81 m 3 --it I ' I.� ME -POWER _I_ C CROSSWALK z T' I � N DETAIL E PT +32.50 O 05 g9 +03.14 33.22' LT. END C6G TYPE "F" WATCH EXIST. PT STA. 240+01.64 0 10 50 Feet Rill LINE 5_BRO6(064STL-E FI62FR,- BFOC(D)- 240 N2"21'28"W 241- 47 +13:14 fn E. +18.13 ME. Fnrt(Is I ' u BED -' L HDTWfRE 2 EF()CND / +18.23 8 00' RT +94.39 50.00' RT. 16tIT OE MILLING & RESURFACING C'EXIST 45, a 03, AT&T DI5T. eBi( R/W LINE _ REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION MEHRDAD EBRAHIMI, P.E. P.E. NO.: 93921 H.VI. LOCHNER, INC. 8750 NW 36 STREET, SUITE 360 MIAMI, FLORIDA 33173 STATE OF Fr URT.A O.EP.1 2751710?aT OF TRAAb'PURT,AT5UN ROAD NO. COUNTY FINANCIAL PRaecT ID SR 5 MIAMI-DADE 445996-1-52-02 ROAD WA Y PLANS SHEET NO. 17 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. +77.20 40.00' LT. +79. 21.3b+ LT. +83, 21 21.33 LT. +85.28 7. 2 LT. +87 62 42.20' LT. +R9.3R 4.04' ,CT 6 • +00.43 • 36.02' LT. o EXIST. ,RAMPS TO 98414IN 04 • LIMIT OF MILLING 6 RESURFACING MATCH EXIST. ,70.97' LT. BEGIN C&G TYPE "F" MATCH EXIST. STA. 242+62.39 PC +62.49 24' LT. PT +85.71 19.24' LT, END C&G TYPE "F" MATCH EXIST. STA. 242+88.21 +93.36 31.56' LT. VI H421 VVHI2P +8591 38.44' RT. +97.99 M.E. EXIST. RAMPS r0 RVA/N +49.90 111.E 3 � (: �✓ -+0 '3 RT a �r L29 r ll r ■ +897 ' 50.00' RT. 38.86' RT. 97.70 +56.14 5 95' RT. +04.21 -i! +49.01 36 55' RT 45.68' R7. +51.89 0.00' RT. +07.0 ALE. +13.2 M.E. +13 IN.E 69.8/' RT72.35' RT +97.20 40.00' LT. +03.11 A1.E. BEGIN C&G TYPE "F" MATCH EXIST. STA. 243+01.37 1650' 2.00' +19.62 243 135/514▪ 000 R DTWIRE BFOC(D)_ +ft ammr---HOIVIINS LIMIT OF MILLING & RESURFACIN MATCH EXIST. 47.41' LT. +76.43 ALE END C6,0 TYPE "F" MATCH EXIST. +85.02 STA. 243+76.43 IN. E +7290 45.51' LT. +47.82 40.00' LT R/W LINE +99.13 20.39LT. 4.23 T-1IE-844ERBF \ +09. 16 244 22.24 LT EXIST. LIGHT POLE TO REMAIN +40.06 53.24' RT. +40.03 69.99' RT. LIM1 OF MILLING & RESURFACING MAT H EXIST. 87.4:' RT. P,/W LINE +06.36 / 49.24' 9T. +01.33 /55./8' RT. I F;FNH M.E. - MATCH EXISTING EXIST. LIGHTING PULL BOXES (TO BE REPLACED DUE TO SIDEWALK RECONSTRUCTION) 635-2-1/ 8 E 2 7-13 +2733 92. 88' LT. a N c W z , o <t '5 0 7 RAW LINE 27.36 167.98' LT. +32.39 162.04' LT. BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 245+2539 EXIST. FIRE HYDRANT TO REMAIN +34.60 47.43' LT. +46.87 4017' LT. +46.92 28.72' LT PT +5078 8.47' LT. +52.63 C.CR-AA END C&G TYPE "F" MATCH EXIST. STA. 245+64. 63 246 SURVEY EXIST. RAMPS END C&G TYPE "F" +72.31 r0 REMAIN MATCH EXIST. M.E. sG2 PT STA. 245+40.22 +66.24 976' RT BFOA +39.79 40.00' RT. +39.74 50.00' RT. City of Miami Right of Way 31+73.42 M.E. +73.45 42.48' RT +75.01 46.86' RT. +77. 80 65.14' R7@ BE(181 RUN LINE-1 U +24.26 CR-A +82.42 +31.46 50.00' RT +29.02 55.3 RT. +27.81 62.86' RT. BEGIN C&G TYPE "F" In MATCH EXIST. PC STA. 245+21.02 LID! OF MILLING & RESURFACING N MAT W EXIST. CO 84.6'!', RT. W z 2 BE(C) n BFO;ID) N +06.88 28.00' LT. +31.87 53.1 0 LT. II o / CCftA `.. 1 s . ^�5 +2.� sl 247 248�1 US 1 / BISCAYNE BLVD. 44.47' RT. VVH114 R/W LINE C a `R/IN LINE BEGIN C&G TYP.0 F" PC5A247-+-20247+20 -1 P 5 .- +2054 44.89 R7. +28.16 50.00' RT. +34.41 57 11' RT +35.87 73.34' RT ENDC&G TYPE "F" MATCH EXIST. PT STA. 247+45.21 0 10 50 Feet V p O 3-3PL MIT OF MILLING & RESURFACING p +I' ATCH EXIST. 55' LT. 19.70 74.43 LT. BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 247+67.73 +83.29 44.72' LT. +90.64 34.00' LT. END C&G TYPE "F" MATCH EXIST. PT STA. 247+90,64 rR/11 LINE 7 +37.61 6D+t 1wl _ ®GfE L n_r / ll: J R/W LINE +06,74 1 50 00' RT. W - LIMIT OF I'NILLING & RESURFACING U WATCH EXIST. Q 53.59' R7. CC CL W 4- 72 crIO 71 W o Z � 71 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION MEHRDAD EBRAHIMI, P.E. P.E. NO.. 93921 H.V1. LOCHNER, INC. 8750 NV/ 36 STREET, SUITE 360 MIAMI-, FLORIDA 33173 „9 TA TR C+F FP63E3- A 0.Fi8.127'Rf.R0T UFTRA5b'PU2TAT20N ROAD NO. COUNT FINANCIAL PR01(1T 15 SR MIAMI-DADE 445996-1-52-02 ROAD WA Y PLANS SHEET NO. 18 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C. EXIST. FIRE HYDRANT TO REMAIN BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 263+13.29 +27.52 105.73' LT +2737 54,95' LT. VI H115) +37. 16 73.59' LT. END C&G TYPE "F" I42TCH EXIST. PT STA. 263+39. 49 LIMIT OF MILLING & RESURFACING MATCH EY15 11;sl1EG1N•EG1N EXI TYPE °E' HATCH EXIST A. 263+78.71 +78.80 ,55' LT. +91.40 50.26T +97.45 i� 40.05' LT PT +04.52 0 '7 LT. 03. LT- 1 (171-Ajt!_1 +25.60 +9.63 264 N2°21'28"W PC +20.22 27.817 RT. +24.89 +22.40 40. 00' LT +2241 219.99 25"-I4I &P61 4 LOOP WINDOWS 1 ASI 660-2 R/4V LINE +7515 +24 rY8 265USEBISCAYNE BLV0266 END C&G T143.F4E'2"142'28"111' PC ST.4. +43.96 1'/IATCH EXIST. Z/ PT STA. 263+9758 +8] 83 53 14.632 RT. +8 60 99 RT. 69.71 +68.62 75' RT. EGIN C&G TYPE "F" MA TCH EXIST. TA. 263+68.45 OF I'/IILLINC & RESURFACING MATCH EXIST. 85.21' PT. +44.00 )3.0' PT +93.65 41 70' RT. +86.03 48.98 RT VVH113) PT +44.88 53.01' RT. END C&6 TYPE "F" MATCH EXIST. PT STA. 263+44.88 +:4.03 56.49' PT. +42.75 117.52' RT. +34.35 07.92' RT. V9H177 & 117A BEGIN C&G TYPE "F" MATCH EXIST. PC STA. 263+14.83 EXIST. LIGHTING PULL BOXES (TO BE REPLACED DUE TO SIDEWALK RECONSTRUCTION) 635-2-11 5 E5 LEGEND M.E. - MATCH EXISTING R/V/ LINE BEGIN C&G TYPE "F, SURVEY MATCH EXIST. STA. 266+11.6 +92.40 38. 00' RT. +07.74 42.71' RT. CR-D) +24 13 ^ CCR-CD +17.53 52.45' R1. END C&G TYPE "F' MATCH EXIST. PT STA. 266+26. 62 City of Miami Right of Way NE 88th ST. 0 10 50 Feet END PROJECT END CONSTRUCTION END MILLING & RESURFACING CONNECT TO EXIST. STA. 269+78.12 ig SURVEY SR 5 MP 16.710 LIMITS OF LIMITS OF MILLING & RESURFACING MILLING & RESURFACING CONNECT TO EX15T. CONNECT TO EXIST. STA. 268+04.92 SURVEY SR 5 STA. 269+12.62 7 SURVEY SR 5 ' 304A's-,F -7-- ay+61. 1 END C&G TYPE "F" A MATCH EXIST. PT STA. 266+86.7 3 +98-49 517 000 RT +66.78 +11.65 NE 6thA,VENUE- - 8 GIN C&G TYPE "F" BEGIN C 07828' rCH EXIST. MATCH EXIST. PC STA. 266+62.75 STA. 268+88.54 P,�C1 +92.27RT CURVE DAT451 U3. Lfr IT OF MILLING & RESURFACING PI STA. = T�7 I A CH EXIST. A END C&A 1 LU3F-45' g RT T D I'1PTATCHSTA.=2E23/013 EXfi1yY'S8'3�. •' 6996 CURVE DATA L = G5Ci1N96&G TYPE "F" PI STA- = 269+53-58 9 = 1'4471134 PkTST. A = 39"10' 14" (RT) PC STA. = ab5E413240+42.37+57.69 D = 04'58'36" PT STA. = 271+27. 93 39.68' RT. T = 409.62' e 1,151 ' = +62.51 L = 38.29' RT. R = .28 PC STA. = 265+43.96 END C&G TYPE "F"= 0MATCH EXIST. PT STA. = 273+31.04 PT STA. 269+62.42 .02 44 U 't cc 50 44 I- 45 W W z +40.64 10375' LT. 63.7E 9.14' LT. %I NE 89th ST. REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION MEHRDAD EBRAHIMI, P. E. P.E. NO.: 93921 H.111. LOCHNER, INC. 8750 NV/ 36 STREET, SUITE 360 MIAMI, FLORIDA 33173 „0T.ATR OF FP OR7ZA 0.FE P.l RTRfR.'aT OF TEP -INSPORT.AT50IV ROAD NO. COUNTY FINANCIAL PROJECT lD SP,5 MIAMI-DADE 445996-1-52-02 ROAD WA Y PLANS SHEET NO. 21 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE 61G15-23.004, F.A.C.