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HomeMy Public PortalAboutResolution No. 23-015 - Resolution authorizing off-system construction and maintenance agreement with FDOTSponsored by: Interim City Manager RESOLUTION NO. 23-015 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF OPA-LOCKA, FLORIDA, AUTHORIZING THE INTERIM CITY MANAGER TO EXECUTE AN OFF -SYSTEM CONSTRUCTION AND MAINTENANCE AGREEMENT WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION, ATTACHED HERETO AS EXHIBIT "A", FOR PROJECT IMPROVEMENTS AT THE INTERSECTION OF SR 916/NW 135TH STREET AND NW 136TH STREET FROM WEST OF NW 30TH AVENUE TO WEST OF NW 27TH AVENUE WHEREAS, the Florida Department of Transportation (FDOT) has proposed to improve the flow of traffic at the intersection of 916/ NW 135th Street and NW 136 Street from West of NW 30th Avenue to West of NW 27th Avenue within the City of Opa-Locka ("City"), at its expense; and WHEREAS, the intersection of NW 27th Avenue and NW 136th Street is not designed to handle the amount of traffic currently occurring on City roads, resulting in disruption to normal traffic flows, exacerbated by traffic accidents at this location; and WHEREAS, FDOT has proposed the Off -System Construction and Maintenance Agreement, attached hereto as Exhibit "A", to improve the flow of traffic at the subject intersection; and WHEREAS, upon approval by the City, FDOT agrees to complete various projects included within the Departments Work Program to include: reconstruction of existing roadway with asphalt pavement, new drainage, new curb and gutter, sidewalks, signage, relocation of landscaping, construction of a retention pond and pipes; driveways and use of roads to detour local traffic during relocation and reconstruction as set forth in the exhibits to the Off -System Construction and Maintenance Agreement; and WHEREAS, FDOT may seek a permanent easement for the area where a retention pond for drainage will be constructed; and WHEREAS, as a part of the proposed Off -System Construction and Maintenance Agreement, the City Commission will authorize traffic to be detoured on City local roads while a new entrance to Opa-Locka Blvd is being constructed; and WHEREAS, the Interim City Manager has reviewed the plans for the scope of work and is satisfied that the project will improve traffic handling in the area, along with pedestrian and cycling safety improvements; and Resolution No. 23-015 WHEREAS, the City Commission of the City of Opa-Locka finds that it is in the best interest of the City and its residents to authorize the Interim City Manager to execute a contract with the Florida Department of Transportation, attached hereto as Exhibit "A", project improvements NOW THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF OPA LOCKA, FLORIDA: Section 1. RECITALS ADOPTED. The recitals to the preamble herein are incorporated by reference. Section 2. AUTHORIZATION The City Commission of the City of Opa-Locka hereby authorizes the Interim City Manager to execute the Off -System Construction and Maintenance Agreement with the Florida Department of Transportation, attached hereto as Exhibit "A", for project improvements at the intersection of 916/ NW 135th Street and NW 136 Street from West of NW 30th Avenue to West of NW 27th Avenue within the City of Opa-Locka. SECTION 3. SCRIVENER'S ERRORS. Sections of this Resolution may be renumbered or re -lettered and corrections of typographical errors, which do not affect the intent of this Resolution may be authorized by the Interim City Manager, following review by the City Attorney, without need of public hearing, by filing a corrected copy of same with the City Clerk. SECTION 4. EFFECTIVE DATE This Resolution shall take effect upon the adoption and is subject to the approval of the Governor or Governor's Designee. PASSED and ADOPTED this 8th day of February, 2023. John' H. Tay1 r., Mayor 2 Resolution No. 23-015 ATTEST: 1,riS )1e/ wills(Dpu,IC4/ C1e(L APPROVED AS TO FORM AND LEGAL SUFFICIENCY: FR Burnadette Norris -Weeks, .A. City Attorney Moved by: Commissioner Kelley Seconded by: Commissioner Williams VOTE: 5-0 Commissioner Bass YES Commissioner Kelley YES Commissioner Williams YES Vice Mayor Ervin YES Mayor Taylor YES 3 DocuSign Envelope ID: 5F51DCB9-8912-4110-858F-58CED3EFAD12 City of Opa-locka Agenda Cover Memo Department Director: Airia Austin Department Director Signature: / (, , °°!!°s' City Manager: Darvin Williams CM Signature: [pciAtik, RticvmS c4fiCA7ClEaDE492 Ordinance Other Commission Meeting Date: 02/08/2023 Item Type: (EnterXin box) Resolution X Fiscal Impact: (EnterXin box) Yes No Ordinance Reading. (EnterXin box) 1st Reading 2nd Reading X Public Hearing: (EnterXinbox) Yes No Yes No X X Funding Source: Account# : (Enter Fund & Dept) Ex: NA Advertising Requirement: (EnterXin box) Yes No X Contract/P.O. Required: (EnterXinbox) Yes No RFP/RFQ/Bid#: N/A X Strategic Plan Related (EnterXin box) Yes No Strategic Plan Priority Enhance Organizational Bus. & Economic Dev Public Safety Quality of Education Qual. of Life & City Image Communication Area: IN Strategic Plan Obj./Strategy: (list the specific objective/strategy this item will address) X • MI No MI Sponsor Name City Manager Department: City Manager Short Title: Traffic Management Improvement Project - NW 27th Ave and NW 136th St Staff Summary: Issue/ Recommendation: The Florida Department of Transportation (FDOT) has proposed to improve the flow of traffic at the intersection of NW 27th Avenue and NW 136th Street at its expense. Staff recommends approval. History: The_intersection of NW 27th Avenue and NW 136th Street is not designed to handle the amount of traffic currently occurring on City roads, resulting in disruption to normal traffic flows, exacerbated by traffic accidents at this location. DocuSign Envelope ID: 5F51 DCB9-8912-4110-858F-58CED3EFAD12 Current Activity: FDOT has proposed the Off -System Construction and Maintenance Agreement to improve the flow of traffic at this intersection. This agreement will allow FDOT to relocate Opa-locka Blvd entrance further west and also construct a retention pond for drainage on the northwest corner of NW 27th Avenue and NW 136th Street. FDOT may seek a permanent easement for the area where a retention pond for drainage will be constructed as depicted on Exhibit "B" of the agreement for future maintenance. FDOT will restore the landscaping within the northwest corner of NW 27th Avenue and NW 136th Street, which the City will continue to maintain. As part of this agreement, the City Commission will authorize traffic to be detoured on City local roads while a new entrance to Opa-locka Blvd is being constructed, as noted on Exhibit "C" of the agreement. The Off -System Construction and Maintenance Agreement will incorporate all new work that will be completed by FDOT, and this project will be completed at the expense of FDOT. Staff has reviewed the plans for the scope of work and is satisfied that the project will improve traffic handling in the area, along with pedestrian and cycling safety improvements Financial Impact - None Proposed Action: Staff recommends the City Commission authorize the Interim City Manager to sign a countract with the Florida Department of Transportation for a project to improve the management of traffic at the intersection of NW 27th Avenue and NW 136th Street. Attachment: 1. FDOT Off -System Agreement OPA-LOCKA 447805, Including Exhibits 2. Resolution FM# 447805-1 OFF -SYSTEM CONSTRUCTION AND MAINTENANCE AGREEMENT Between STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ("DEPARTMENT") and CITY OF OPA-LOCKA, ("CITY") THIS AGREEMENT is made and entered into as of , 2023, by and through the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida (t he "Department"), and City of Opa-Locka (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# 447805-1-52- 01/447805-1-52-02, SR 916/NW 135 ST & NW 136 ST FROM W OF NW 30 AVE TO W OF NW 27 AVE (the "Project"). A portion of the Project includes work on Opa-Locka BVLD, in Opa-Locka, Florida, a road not on the State Highway System; and C. The City of Op-Locka is the holder of ownership rights to Opa-Locka BVLD, 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# 447805-1 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# 447805-1-52-01/447805-1-52-02, which Project generally includes the following: • Reconstruction of existing roadway with asphalt pavement, new drainage, new curb and gutter, sidewalks, and driveways. The Project shall include improvements on Opa-Locka BLVD, from Sta 22+40.77 to Sta 20+71.20 as shown on Exhibit "A" (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) Reconstruct the asphalt pavement within the Off -System Project limits; b) Replacement of existing sidewalks, driveways and sod; c) Replacement of signing and pavement markings; d) Replacement of existing drainage system with proposed inlets, manholes, French drains, a retention pond and pipes; and e) Relocation of landscaping as needed. f) Use local roads to detour local traffic using local roads while relocation and reconstruction of Opa-Locka Blvd as per Exhibit "C" g) Plans showing all improvements as attached as Exhibit "E" 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. As part of the project the Department will seek permanent easement for the drainage retention pond area as depicted on Exhibit "B" Rev. 6/22 2 FM# 447805-1 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 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 Rev. 6/22 3 FM# 447805-1 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 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. Rev. 6/22 4 FM# 447805-1 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 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 Director of Public Works, and the notice requirements set forth m 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 Depaitinent 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 Rev. 6/22 5 FM# 447805-1 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 Director 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 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 Rev. 6/22 6 FM# 447805-1 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 fiscal years, funds approval from the Department's Comptroller must be received each fiscal year prior to costs being incurred. 15. In the event that this Agreement is in excess of $25,000, and the Agreement has a term for a period of more than one year, the provisions of Section §339.135(6)(a), Florida Statutes, are hereby incorporated into this Agreement and are as follows: Rev. 6/22 7 FM# 447805-1 "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; i. all persons employed by the Vendor/Contractor during the term of the Contract to perform employment duties within Florida; and ii. all persons, including subcontractors, assigned by the Vendor/Contractor to perform work pursuant to the contract with the Department. Rev. 6/22 8 FM# 447805-1 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 Manager / City of Opa-Locka 780 Fisherman Street, 4th Floor Opa-Locka, FL 33054 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 "D", has duly authorized the execution and delivery of this Agreement and agrees to be bound by the terms hereunder, and has further authorized the Mayor or his designee to take all necessary steps to effectuate the terms of this Agreement. IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the dates exhibited, by the signatures below. STATE OF FLORIDA CITY OF OPA-LOCKA DEPARTMENT OF TRANSPORTATION By: By: Name: Title: Rev. 6/22 9 Name: Title: Director of Transportation Operations FM# 447805-1 Date: Date: Attest: Name: Title: Approved as to form and legality: Department Legal Review: By: Name: Rev. 6/22 10 EXHIBIT "A" AREA SHOWING WORK TO BE DONE OFF -SYSTEM R/W LINE 51 co (WRI R/W LINE // 52 R/W LINE ARE A OF WORK FOR OF F - SY ST EM CON STRUCTION AN D 1MAI NTENANCE AGREEMENT" R/ W LINE J 42 ATCM HLINE 5'A. 324+80.00 N— M 5$ � S4_ ID- R/W LINE—/ \ N879 1.37"E 4i LEGEND OFF -SYSTEM AGREEMENT FOR W ORK TO BE D ONE COMPLETED OUTSIDE OF R/W R/W LINE II N rATC H 3L,INEM 1rA. 3243 +00.00 - 5D 57 141 0 10 40 Feet REVISIONS S DA TE D ESC RIPTION DATE D ESCRIPTION STAT E OF FL ORIDA DEPART ME NT OF TRA NSPO RTATION ROAD NO. COUNTY FIN AN CIAL PROJECT ID 5R 916 M IAM I-DADE 447805.1-52-01 EXHIBI T i4" SHEET NO. EXHIBIT "B" AREA SHOWING LOCATION WHERE FDOT WILL SEEK PERMANENT EASEMENT to R/W LINE 41 SR916(WS)/NW 136 ST R/W LINE / 41 R/W LINE J R/W LINE LEGEND AR EA FOR FDOT TO SE EK PERPETUAL EAS EMENT " PROPOSED PERMANENT EASEMENT TO BE MAINTAINED BY FO OT R/ W LINE R/ W LINE R/W LINE 50' 5D r _ 42 MATCHLINE SSA . 324 +80 .00 PERPETU AL EASEMENT CS 01 b UJ N p1 CC 11 0 70 40 Feet R/W LINE N 8r1 830' E R/W LINE STA TE OF FL OR IDA DE PART MENT OP T RANSPORTATION z REU1510N5 D ATE DESCRIPT ION DATE D ESC RIPTION ROAD NO. COUNTY FINANCIAL PROJECT 10 SR 916 MIAMI-DADE 447805-1-52-01 EXHI BIT B" S HEET NO. EXHIBIT "C" DETOURS THAT WILL USE LOCAL ROADS WHILE OPA- LOCKA BLVD RELOCATION IS CONSTRUCTED. DETO UR 1. 0 N1.1354731, 1010 , .17 4.1e.. .)11.77117!i174 EXHIBIT "D" APPROVED CITY RESOLUTION. EXHIBIT "E" PLANS. CONTRACT PLANS COMPONENTS ROA DWAY PLANS STONING AND PAVEME NT MAA.CI0C PLANS SIGNA ULA T1QN PLANS IN DEX OF ROADWAY PLANS SHEET N0. SHEET D ESCRIPTION 1 KEY SHEET 2 SIGNA TUR E SHE ET 3 DRAINA GE NAP 4-7 TYPICA L SEC TIONS B TYPICAL SECTION D ETAILS 9 OPTIONAL MATERIALS TABULATION 10 PROJECT LAYOU T 11 PROJECT CONTROL 12 GENERAL NOTES 13-20 ROADW AY PLANS 21 ROADW AY PROFILE 22 TRAFFIC MONITORIN G SITE 23 INTE RSE CTION DETAIL 24-27 D RAINAGE STRUCTURE S 29 RETENTION POND DETAIL 29 ROADW AY DETAILS 30 SPECIAL DETAILS 313.3 STINJLTURE DETAILS 34-33 CR OSS SECTIONS 311-67 TEMPORARY TRAFFIC CONTROL PLANS 60-73 UTILJTY ADJUSTMENTS 76- 01 TREE DISPOSITION PLANS 02-03 TREE DISPOSITION CH ART GR-1 - GR-t' ROADW AY SOIL SURVEY UIV -I• VERIFIED UTILITY LOCATE These she ets are mewled 1n the War of 9o adwey Pleas o nly Lo IMl0ete the[ they ere part Or Reedwa y Piens. These Me ets 5 ,0 rer0alned In a separate dlpftafly Uppe d and 508100 0OCUIIWnt. STATE OP FLORIDA DE PARTMENT OF TRANSPORTATION CONTRACT PLANS FINANCIAL PROJECT ID 447805-1-52-01, 447805-1-52-02 (FEDERAL FUNDS) MIAMI-DADE COUNTY (87008000, 87008001 , 87240000) STATE ROAD NO. 916 NW 135TH 5T . & NW 136 ST. FROM WEST OF NW 30TH AVE TO WEST OF MI 27TH A VE PROJECT L OC ATIO N UAL https://tlnyurLcom/yckz3dJ5 PROJECT LIMITS: (87008000) BEGI N MP 4.812 - E ND MP 5.113 (67008001) BEGIN MP 2.495 - E ND MP 2.779 (87240000) BEGIN MP 10.836 - END MP 10.941 EXCEPTIO NS: NONE BRIDGE LIMITS: (87240000) MP 10.875 - MP 10.889 RAILROAD CROSSING: NO NE GOV ERNING STANDARD PLANS: R ork?. De pa rtme nt of Transportatio n, FY2023.24 5ian dlTd Piers Tor Road an 4 Bridge COrtstru CI. and applicable Inter; , Rev isions (199). GO VERNING STANDARD SPECIFICATIONS: Flo rk la Department or T ransportatfo n, N1y 2023 Srendard Spa rH lra rlo ns for Road e nd Bridge Corntrv rtton et the following web3NI: letp://wwe 1dot.90v/programmena9ernee /Implasmerre d/5pe caooks LOCATION OF PROJECT ROADWAY PLANS ENGINEER OF RECORD: RICAR00 A CASTRO, 91 . P .E. LICENSE 951 0999 68254 ROADWAY OE51G0 SO1TIONS 8600 hTt 17TH S TREET, S UITE 145 ()ORAL, FLORIDA, 33126 (305) 799.7131 CONTRACT NO.: CAMS VENDOR M0. 90.29 055.50 FDO T PROJEC T MANAGER: HECTOR D1 0 0057 0, P .E. C ONSTRUCTI ON FISCAL SHEET CONTRACT NO. YEAR NO. T6574 24 1 8 0 NA VD-S8 1 EXISTING GROUND BL 5R 916 W8 q� 9 Nr PIPE CS -C3) FL 280 --- `__- FROM ExS4B1 FL L60 NOWT EL LO SQ 50 ERs- C1 TY PE 5 RIM PL 6. 75 INV. EL (SE) -0AO (42- CONC.) TAN. EL (NW) -0.50 (47 CO NC. ) BO TTO M EL .0.45 Ex5-1 JEW, RIM EL 6. 37 IAN. EL (5) 145 (18' CONC.) BAFFLE. EL (Et) -2.23 MH RIM EL 8. INV. EL (N E) 2. 57 Or CONC.) BOTTOM EL -2. 33 MANHOLE RIM EL 7S3 HM V. EL (N W) 323 (18' C MP) 1)N. EL (El 2. 83 (1? CONC.) INV. EL (SW) 2.78 fir CON CJ BOTTO M EL 238 MANH OLE RIM EL 757 NAM. EL (W) 221 (75 LO NG) M. EL (MW) 286 (18' C ONC J IRN. EL (5) 5.38 (18- CO NC.) FL 1 83 18- PIPE FL 180 24' FD FL ISO FL (-19A0 WEIR EL . 439 1 lirir ----- 11 I 4? PIPE 4? PIPE FL (-LW FRO M Er5-25 FL (-)OSO 24 . PIP E 012TFALL FL. (-1470 NOTES: 00 NOT USE TH E INFORMA TI ON ON THIS SH EET FO R CONSTRUCTION PURPOSES. THIS SHEET 15 IN THE PLANS FOR DOCUMENTATI ON AN D TO ASSIST CONSTRUCTIO N PERSONNEL WITH DRAINAGE C ONCERNS. SCALE: 780' (NORM) r.2v (VERTJ 8 0 NAVO-88 5? TOP OF WEIR EL 4.31 BO TTO M EL 190 MANHOLE 555-2, RIM EL 6.90 NV. EL. (NW) 130 (1? CONC.) MI. 0.03 AC V. EL fE) 0.50 (24' CONC.) INV. EL (W) 128 (18' CONE. ) BOTT OM EL 1.18 5R 916(WS)/NW136ST REV ISIONS 85-11 ExS-2 REx -19, 02 34 .0 ENGINEER OF RE CORD LUIS A S ILVA A.E . LICENSE NUM BER 76875 ALUCES CORPORATION 14750 SO 263, ST, SUITE 204 MIAMI, FL 33185 3TA 18 OP P LOIIFDA D PAR1?aM OP TRA NSPORr4770N ROAD NO. 5R 916 54 0-10 2.0 70 AC COONTF 011AN41.0505 MANHOL E RIM EL 690 INV. EL (NW) .1.l0 (47 CAP) )NV. EL (SW) I NAC CESSIBLE (24 • CO NC.) I NV. EL (55) ,720 (4? CO NC.) 807 70 01 EL . -570 MANHOLE 5101 EL 6.95 INV. EL (A1V) 2.73 (1r CONC. INV. EL (SE) 2.63 11? CO NC .) BOTTOM 11 . 243 Ex5-2 C1 T YPE 6 RIM EL 5.70 INV . EL (SW) IN ACCESSIBLE B OTTOM EL. -0.90 FINA NCIAL PROJECT ID 44280,54-32.01 MAN HOLE RI M EL 5 J4 INV. EL (NE) 194 (1? CON CJ INV. EL (NW) 2.24 (15 CO NC ,) 80770 01 EL. 744 D RAINAGE MAP CB RIM EL 099 1 HV . EL (NW) -Col f42' 0 050 .) 1N Y. EL (SE) -0 .61 (4? CONC.1 BOTT OM EL -0 067 C`ava10I NV. EL -170 (4? CONC .) TOP OF RIP RAP EL 2.60 BLVD 0 SHEE T NO. 3 NAVD 88 L1M 2T5: SR 916 FROM WEST OF NW NTH AVE TO WEST OF NW 27111 AVE BEGIN PROJECT 5TA 262+294 0 Ti 26 263 264 2EI�5 42 266 11 I . 1,' iI4M70i}E I j e\L SR926/NW 135 ST e PNC09 B EGIN SURVEY STA. 261+ 454 0 N: 568995.261 E: 903241543 4 44 _268 H PROJECT CONTROL P OI NTS 11 SURVEY 5.R . 916 e0`.,� (NOT TO SCALE) 4e_� 4- i 4 41 q6 40 4 45 SR 416 �$ 269 270 271 1, ,1 9151 y y7A +47.25 11 > t 51 52 i 1 50 L. 49 1 5T r aPfry0x N 2V END SURVEY ETA 49050 9.4 /N: 56878 257 E 904905 .180 4 STA. 323+20 41 [ SURVEY silo- STA. 59+22 .78 lJ SURVEY SR 976 WE END SU RVEY STA 1 4+22 It 56934251 E: 9052 37 .194 53 54.10 11 12 13 1 WTI rirE M PNCCI 272 273 274 273 2a 24V STA. 224,59 13 COAST. OPA-1 OC[A 6W0= STA 52+3 .539 SURVEY SR 916 W6 5 TA 320+61.44 SURVEY 5A 9= STA 277+21.71 SURVEY 59 916 ''9.` SR WBST OPA-LOCKA BLVD 278 574 . 323+1740 9 SURVEY SA 9= 5TA . 10+00. 00 9 SURVEY 5R 926 WO -2 279 EN D SURVEY STA 279+03.41 N: 569078341 E: 904997955 a �c M F GEGJE SURVEY 575. STA. 319!03.87 N: 568816 517 1 g f: 904632 .7 32 +,1.2 CAL = OWL HOFIQONTAL AND VERTISURVEY 1 NAMEPNCD1 AIOR719NCY EA 00 YG SCALEM FACTOR tA7J12LDE LONfstl2lD STARCHOFFSET M EtiVAATIO N DESOR2P110N MOWN 9045717516 1. 00001153 25'52'5087759' 80'14'39. 74929' 274+78.23 28.5!'17. 1111 ALLW1NtANUISCENCONCRL9E WOO 68$074.669 90E22.711 1.00001135 26'sr40.81182' 80' 14'61.24369° 28}+24.$9 URIRI: 6.43 BRASS DISCINCONCRE/I ND PROJECT 57A 276+10.00 D °d PROJECT CONTROL NOTES: LEGEND : 9![ f. REMISES AND COORDINATES AR E RASED ON 711E ST ATE PLANE COORDINATE 55519.9. OF TR£ £451 209.E 01 FLORID A NOR111 APERMC4N DATUM 2983 6ASEUJIE 7790 ADJUSTM EBT (NADN3/111. : EASTIR6 ENO : FOUND 2. VERTICAL DATUM: NORTH ANERICAN VERTICAL DAMN 1988 (YA VD68) 4 1ITT1 : LE FT M : mamma 3. PROJECT UNITS: US FEE T PO T POINT OF TANGENT (.11: RIGHT 4, FIELD 800K REFERENCES : M6V 1097 SERIES "d pp S.A. : STATE ROAD !..11 STATION e AOL 8019+1 5. ELECTRONIC D ATABASE: SURVR001. D6N e� REWIND= 0576 DES CRIPT ION DATE OE5CR1P110N EN61NEER OF RECORD RICA ROO A CASTRO, PF. LICENSE NUMBER 68294 ROADWAY DESIGN SOLUTIONS 11600 MN DOME,FL 77TH 5 S STREET. SUITE 14 8T AYT 0,9008IIi9 DI P4177111ZIT OP TRAN8P0R Td170 I ROAD ND. COfIRY FINAN CIAL 9.70IECT ID SR 916 W MMN,DAOE 4478031-32-0I PROJECT CONTROL S HEET NO. 17 GENERAL NOTES BENCHMARK ELEVATIO NS S HOWN ON THE PLA NS AR E NORT H AMERICA N VERTI CAL DATUM OF 1988 (N AV D 8B7 2. A LL SURVEY I NFORMATIO N WA S OBT AINE D F ROM A LICENSED FL ORI DA PR OFESSI ONAL SURVEYOR AND MAPP ER AND U TILIZED AS SUP PORTING DATA 19 THE PR ODUCTIO N OF DESI GN PLANS AND FOR C ONSTR UCTION ON S UBJECT PR OJECT . THE PROFESSIONAL SURVEY OR AND MAPPER Of RECORD IS: CARLOS E. ALDNSO, P.5. 4- 71 8.914. NO.: 6668 MANUEL 0. VERA 6 ASSOCIATES, INC . 13960 S.W. 47TH STREET CER TIFICA TE OF AUTHORIZATI ON 12 2439 3 THE FOLLOWING ITEMS AT OPA-LOCXA BLV D. (I NSIDE THE BOX AREA) SN AIL 8E PAID UNDER FPID NO. 44780 5152-02 -PROP. SOD -PROP . TYP E •P. C6G -PROP. VALLEY G UTTER -PROP. CON C SID EWALK AND RAMPS -PROP. WIDEN ING 7SL188ASE, BASE, S TRUCTURAL, AND FRICTIO N COURSE) -PROP. EXCAVATION -PRO P. EMB ANK MENT -PROP. DRAIN AGE -EX IST. CONC. REMOVA L 4. NO STAGING 0 11 O THER ACTIVITIES FO R THIS PRO JECT WILL 8E ALLOWED WIT HI N THE OP A-LOC XA CANAL BETWEE N STA 52400.60 AN D STA 159600. S. THIS PROJECT LIES WI THI N 10 NAUTICAL NILES Of AN AIRPORT. ALL PERMANE NT FEATURES OF T HE PR OJECT HAVE 8EE N F OUN D IN CO MPLIANCE WITH FEDERAL A VIATI ON ADMINISTRATION (FAA) 14 CFR PART 77 ( 77.7). C OMPLY WITH FEDERAL AVIATION ADMINISTRATI ON (FAA) 14 CFR PMT ( 77 27 C ONTACT APPROPRIATE FM P ERSONNEL TO COORDINATE SUCH C OMPLIANCE POR CO NST RUC TION OPERATIONS A ND EQUIPMENT 70 BE lJSEO ON THE PR OJECT SITE. BE AW ARE THAT 14 CFR PMT 77 ( 77.7) ESTABLISHES THAT NOTIFIC ATION MUST 88 SUM O -TED 45 DAYS PRIOR TO CONSTR UCTIO N ACTNITIES WHIC H MAT IMPACT AIRPORT-CONTRDILED AIRSPACE OR FACILITIES. GIVEN TH E TINE REQUIR ED TO C ON DU CT AN AERONA UTICAL STUDY .4 45-80 DAY ADV ANCE FILING 15 REC OMME NDE D 70 ACC OMMOD ATE THE REVIEW PROCESS AN D ALLOW TIMELY ISSUANCE OF T HE F AA DETERMINATI ON LETTER, 595 NMps://ww w:9s2OV/a.7p orls/Cenral/eRBlnee lro/8vt77/ F OR ADDITI ONAL I NFORM ATIO N. FILE THE REQUIRE D NOTI CE OF CONSTRU CTIO N CO MME NCE ME NT FOR M 17460.2 PA RT I) PRIOR 70 STARTI NG WORK. FILE THE REQ UIRED F OR M (7460.2 PART Z) WITHI N 5 DAYS OF COMPL ETION OF THE HI GHEST ELEMENT OF PERMAN ENT C ONSTRU CTION. Q. LOCATIONS OF EXISTING STRUCTUR ES 70 8E MONIT ORED: 11 'STR ONGER COLLISION CENTER fALI GNNE NT - CL OPA-L OC KA BL VD.) FROM STA 204 48 .63 TO STA 2 228X0 2) 'THE GREAT CITY OF OPA-LDCK A' 18UG NMENT - 01_5R9) FROM S TA. 323+59.73 TO STA 324 40 832 31 'EXISTING 6WLD/N6 13420 NW' 27T H AVE: !ALIGN MENT - 8L_SR91 FROM STA. 324149A4I TO STA 324+96.20 7. CONTR ACTOR SHALL CONTRA CT AN D CONT ACT T HE CIT Y OF OP A-LO CKA TWO WEE KS PRI OR TO BE GIN C ONSTR UCTION 50 8 X157190 !R1UGATI ON SY STE M CA N BE C UT A ND CAP AT NORTHWEST QUADRANT Of THE SR918/OPA-LOCKA 8 0U1 EYARO (W O) AND 5R9/WW 277H AVENUE. OWEN N. CARNEY , SR. PU BLIC WORKS & UT111 7IE5 DE PA RTMENT 12950 LEJEUNE ( NW. 42N D AVEJ OPA-LOCKA. rw aro 8 73054 OFFICE: (365) 953.2828 SEE NOTE 1 R EVIS IONS ENGINEER OF RECORD - .. NW 234 ST/ OP A-WOCKA BARD DES rRJPTJON DATE DESCRIPTION RICARDO A CAST RO, P.E. LICENSE 1469859 68294 ROADWAY DESIGN SOLUTIONS 8 600 86 17 TH STREET, SUITE 145 00RAL, FL 33126 8T Af8 OF FLOBIDA DEPAATIV 9N7 OP TZ N8PORTA776W R OAD 99 cous in, FINANC IAL PROFIT" ID SR 916 M IAN!-DADE 447805} 72.01 GENERAL NOTE S SH EET NO 12 1 1 1 €0,77g," MIN TYPE F C LG e5AW 001 9 MATCH EXIST. +34.36 STA 20+4436 6 5TA. 120+5636 433 0 LT. BEM ;CLUNG & RESURFACING STA. 20+40. 87 SURVEY 55 916 WB STA211+58.36 £ND MILUNG 47' A/W TLINE & RESURFACING 8861,1 NEW COAST. STA 20+71.20 E SURVEY 5A 916 W8 E XIST . 156 TO 8E REM OVED END T YP E F C426 END SWK. SAY CUT & MATCH EXIS T. .471. 40 STA 51+474 26.27 LT. STA 51+4740 29.19 97. 6E618 TYPE F C66 BEGIN SWX. SAW CUT+ M ATCH EXIST. +29. 07 EXIS7. CONC. 5WX. 70 REMAIN E ND VALLEY 61177E • " +42.93 20.63 LT. Y EXIST. 2? PIPE (TO BE REM OVED ) ST A 21+5332 203 7 NT. COAST. 88 22.50 L7. A COAST. 37 OF 17 PIPE EXIST . 166 PIPES (TO 8E R€D of 11*- PIPE EXIST . FENCE 0 REMAIN,,* - OF OR87. To 8 *IN ` I1*' BLVD. / 136 sr SR 916 IWO,VD. NW S10pA-LOCKA DAVE 02 9 SUR VEY SA 916W8 EXIST. STORM WATER 811 TO BE ADJUSTED R1 EXIST MA NHOLE S (70 BE REMOVED) ST A 22+59.23 ¢ 33 D 9 SO� EY SA 9OCKA 116WB "-RN! COAST . 24 LT 239' .3 34J+71.O 3 NEWN VALLEY 64177£9 . 4 ,16 '�Ts2 0 OF 4? PIPE STA. 20+8841 filer 304)1* L7 COAST. 3' t, .' ... . OF 4? PIPE 5 TA 2049894 #; 45 9 4T,21+0541 �+� 452 .71:71t21+133011�� ...• 54 434+27.19 A. 2!420 .12 5138' iT71 +7477 .04 a 57A.4 S 1 21 mLT. r STA 52+5&95 40.47 LT..6,4. 1 BEGIN TYPE F GAG BEGIN SW R. SAW CUT & M ATCH EXIST. +2445ED PEDES TRIAN/ 81almaFLAMM STA 53+76. 66 LOATING TURBIDITY BARRIER DRILLING & RESURFACING Q N EW CONsT UCT10N [t9 r S10EWAl1 ® 4" SIDEWALK Elk PROP. S00 DETECTABLE WARNING TO BE • REpPLACED X TO wtEMO /ED BF ES GAUGE STA 53436.10 540 R T. OPA-LOCKA CANAL LT. 5 Narl!'37E 1 4 +50.6 RAW LINE - N. STA 13+55 49 AD TYPE F CAE END SDK. SAW CUT & MATCH E X1S1. 5 EX15 TT+86466G. 5191. r0 SMtCAPPROACH 574 323+26.40 END 84106E NO. 810090 89016 APPROA CH SLAB STA. 323 +0640 END APPROACH SLAB BE616 BRIDGE NO. 87 STA 322+31.40 BEGIN PEDESTRIAN/ 81CYCLE RAIUNG STA 322+2132 CURVE DATA C3 P! STA. • 21 +21.41 A - 48.49'12 • (AT) D = 63 .39'43 ' 7 = 40 .84' 1 = 76.69 ' A . 90.00 ' PC 5TA. . 20+70.56 PT STA. = 21 +47.25 . N.C. 36.7 kkY7t++24.46 40 .9 9' ,A 21+30,48 2374 31r1+38." �� nT3C..r9 .04 LT. 50 47 59 45 ATC HLINE A. 324+80.00 EXIST . CO4C . 5W X. TO REMAIN EN D TYPE FC 66 END SWX . AR CUT in HATCH EXIST. STA 32442 7.7 30 50 LT. EXIST . C6G 70 BE RE MOVED ST A 354+35.12 60. 22 17 9-; 115 a STA 324+05.58+2 5154 LT . 1 SURVEY 5R 9 70.STA 327+23 59 TA 3 LT. 6 44 323 17 401 6 479 LT . 'i! .!0745 14%= 9a. 4CUR8 RAMP 271it 24 517. = c 51 7417 17. STA 52+9642 • _ 29.01' LT. a -r v +52.,: COAST . 8 WIDE CURB RA MP ay 0 CC SOAVEY 5R NJE616 APPROAC H N STA 322+21.40 MATC1 INE5/A.32 0.00 43 59 39 STA 22+17 .76, 12 .6 0 X 97 STA 22+30 .26 223 8 RT. sj STA 2 2135.35 20.75 RT. A 224.1633 5442 RT. 429 STA . 2 2+31 .30 059 AT . STA 22+35.68 3.29 67 . DETAIL 'A' EXIST . TRAFFIC SEPARATOR 7D 56 1(419 END 4 TRAFFIC 659.RATOR TYPE N. 097106 11 •SM1CUT & M ATCH EXIST . STA 324+13.05 BEGIN 4 TRAFFIC 5EPAAATOR TYPE N. OPTION 14 'SAC MATCH EXIST. E7)5 T. 0069. , 5WK . 70 . RE MAIN END S WK. SAN CCUT 6 MATCH EXIST. END TYPE F C66 5A W CUT & MATC H EXIST. +41.39 STA 10+41.46 45.27 LT . S TA 10+6146 25.50 L7. 71 5a 040 Fe et BEGIN TYPE F C66 NEMIN SAC . SAW CUT & MA TC H EXIST . +7 396 EXIST . CONC . 5114. TO REMAIN A 184B0.00 w 15.50 L7 . 11 �9 SURVEY SA 916 x8-2 71* (1+40.00 8X4455 16 118- 230 LT . S TA 11 RC H EXIST. 6811830' E RAY UNE A 10446.75 2247 RT . STA 10+4474 . 2&49 RT. .8EGIN TYPE D CUR8 'BEGIN S WR. :MATCH EXIST. $TA 10+4 484 EXIST. CONC. WK. • TO REMAIN A 323+2 642 9 SURVEY 5R 9 . A 323+17.48 9 SURVEY 5EY $ft 9.9 118 - 46,�TgA 10+00 .00 9 SURVEY 59 916 W8-2 �gp`8AN/ 1C ICIN ICLE RAIIUNG OPA-LOCKA CANAL Y STA 322+2 330 STA. 70+8849 15.4 8 NT. END TYPE D CU RB END SWX . AI CUT & MATCH E XIST . STA 1046349 END PEDES TRI AN/ !CYCL E RA1UN6 STA 20+73 .01 REVIRIONS ENGINEE R OF REC05D LIR EE DESCRITTION OR M UCENSE NUMBER 66294 ROADW AY DESIGN SOLUT IONS MOO NW 1770 STREET s urrE 145 DONAL, F1 33126 STAIN OF FLORIDA RO AD NO. C OU NT Y FINAR CIaL PROJEC T ID SR 916 44780. 54-12.67 ROADWAY PLAATS S HEE T No 76 P. 1 t 0 5 20 Feet 5.8 5.7 5.87 5.8 5.8 BEGIN RECONST. (MATCH EXIST.) STA. 20+60. 91 L. 6.38 OPA-LOCK A BLVD. INTERSECT ION D ETAIL R/W LI NE // / , i) f) ,,,\;\ // //g . r --, I j '- / , / L l t:�� i /,7. () {�1 {I1 /� / -`.'A 9 /' / �'�^ i / �_. / 6.6 /4d EDGE OF TRAVEL CONST. OPA-LOCKA 8LVD. / PGL BEGIN PGL OPA-LOC KA BLVD. END PGL A 20+96.20 STA 22413.7 EL. 6.46 EL. 6.94 0 �-. 9 5. 9 5.. . ,80 5. 75 R/W LINE 5S -3429'E 6.2 6.3 STA 22+59.28 ( CON57 . OPA-LOCKA BLV D. = 57A 52 +33 .53 E SURVEY SR 916 WB R/W LINE ` .96 74 3 65 e a Z H 2 .62 END RECONS T. MATCH EXIST) STA 2 40 .77 EL. 6,6 NEN a O .90 m In 10 92 YC R/ W LINE REVIE WERS EN GINEER OF RECORD 1M DE SCRIPTION ° TE DESCRIP TION RICARD O A CA STRO, P.F. LICENSE NUMB ER 68294 ROADWAY DESIGN SOLUTIONS 8600 NW 17TH STREET, ANTE 145 LwRAL, FL 32116 STAT E OP FLORIDA D8 77AR771@N T OF TR ARlMTPATPON ROA D ND. COMITY FIR ARC/AL PRWFL7 /D SR 916 MIN41.OAOE 447803, -52.01 liV7ERSEC77ON DETAI L S HEET NO. 23 7 lu t �ai_SA47a EXIST. 29 P1P l— CONNECT; EX) . 29 PI TO IN EXIST /HEFT NV I I I I 24 • PIPE I 4 -^ S-03 --STA. 264+2800 (27.93 RT .) O STA 264+2100 ,6 GAS 2 „SAL 14 W IC , I y�) -- I I�,�'��������IYr -" • CONST. INLET INDEX 425-051, PYP5 P-0 425-070. & 425-021 ELEV . 467 -0 .066 F RO M u FL Mil VW 75 , 227 BFOC STA 264+2&06 ELEV. 3 .97 (70 BE ADJUSTED 1 .314 9 R7') 87 VERI205) 2I,i4�+3f1.4] PER (20 .L3'�T ELEV . 12 24 PIPE CONNECT 5-a £XI CO. NE PIPE IN DEX 430-001 EXIST . 24 PIPE EXIST . 14H I, - BL 3129TH EMT. 24 .PfII PE IjI 75 XIST. 8741 YI l; 5! 7el PIPE 74.2-1' ETA. 14. 2- STA ELEV. 3.14 .04 (33 .29 87) 4 (3 fri 574 26344 I 1 I ! �- J 7 ---•' 1 I 5170.15 PLPPF WH 23, 1(7 DTP INNRT) I PER IN DEX 430-�O1 STA. 253+41 217 390 RT) FLEW. 0. 85 _. -. _-ice-• .-,L I' 410, (CJ 1` t,� 5-r V VH 14, 5-2 97.4. 263+47.04 r ELEV . zal sheet U9A1 (33.29 87) -0 1 1 _1154: .._ I 25-;979£ ! S TA 263+44.00 (26.04• CON57 . INL ET 7755 INDEX 425-001, & 425-024 ELEV. 4 .99 FL -7.20 (APO FL -2.14 OT) 8FLL 0 .01 lAR) . EL. -3 .70 AT) J (39 J ,5-) 425 020 1 ITT (11. (¢) 1TAM 9 X1ST . MN �' I E1137. 29 PIPE 1 I 1 �CS2 MN —X157: '24 EXIS T. INLET 40 �� PIPE 60 80 100 170 SCALE = 20 HonaoAt 41 r-10 Vert)I41 240 140 120 200 80 80 dQ 20 E .[l6T 4 PIPE PEA IN 4IACKE I NC. JACKET , a 20 REVISIDIN ENGINEER OF RECORD 57. 4171 OF KARMA L2589R 1AQNPT OF T ZAM7POTT4270R S HEET No . MT DESCRWTIO N DA TE 0 1. 1106011120 LUIS A 571VA P. E. LICENSE 8 NURSER 76873 A LUCES C118OAAT1 74750 SW 2678 ST. 5U179 204 NN W 1, FL 33185 PDID x6 000607• FINA NCIAL PRO E T ID DRAINAGE STRUCTURES SR 916 MAMI,RADE W8054424124 20 20 10 ? TO ® �2 I IJ 4• FD _CL_OPA-LOCX r LVD 10 0 L 450 4 I ND -01 EL 65 . _ a ss n V i 5-0S O STA. 21 t3989 Q - FL FROM FL 5.40- 1. EXIST. 47 PIPE -IO -05 OjyT7A. 21+39E3 (26.87 N OW. MN TYPE TY PEf7 51.pp IN DEXI425-001. 423-0 143-002 PL fl SZT LT) (4, D/A) 01 —EXIST . 1Y itIPF CONNECT TO EXIS T. 17 PINENW PER CONC.MJACKET I� IY PIPE 1 -10 L 2.73 (R CBOT . EL -3 .71 2a 20 10 wl S. ra Ers 1 331ST EXICO6�ir PER 47 3133 111 PIPE INDEX 430-001 CFL �--GL OPA-LOCNA8LV 0 ts q I 1 10 O 5-04 ST A(31.48STA . CONST. INLET TOP E (SEE AL (20 7PECIAL DETAILS) 423-00A.A2� I 47 J}4 PIPE � - _ T 5-04 a+98.d� _ 14 (4'x9') 425-010, . 423- -10___EXIST f FV. 5,14 FL 11RO (A K) FL -0.4D (MI SOT. EL -7,80 I i PIPE TO EX IST. 42. Earr X 430-001 ET 47 PI PE PIPE -1O CONNECT PIN 140 120 100 80 60 4Q 157. IN LET II 20 0 . 0 40 60 80 700 ALE I. = 20 HOTIZO O 4 �' - 20 Vertl[67 170 1}0 4ENIlQDMB R2 EN GINEER OF RECORD STAIN OF FLORIDA L I8 RAR17QM OF TZA N87glTA1TT0K DRAINAGE STRUCTURES' S__ — DR ION � � OR t20 5 A SILVA P E. LICENSE C °aRPORATION 5 14750 SW 26th ST, SUITE 204 MIAMI, FL 33185 R OAD N6 CO MITY ffMAKYAL PIIDMLT ID 23 5R 500 14IM5/,DAD£ 447805.3241 I 1 1 1 I I I I I I 1 1 1 L-OPA-LOCKABLVD I f0 EXIST, 47 PIPE EXIST . p. .-1 SEE SPECIAL coma IND EV. 7 -001.. WEIR EL. 430'TO fL LI P FL -0 .4f (LT1O UTFALL 90T• EL. ,790 5 5 425-010, I 4 r0 0 r_ I STA. 2 2r1195 PI III l!r 1III "1 F� i `Tr PIPE ' -10 40 I I EXIST. 42' PIPE —I 1;I1,y.I 7 ff i I UJ EX L 24! CONNECT E3157 c PIPE TO 2 PIPE rllAfKXE73D-00r EXIS T. 20 PIPE 18 S-08 i/—CL_OPA-L00KABLVD 5-07 STA. 221.14 .22 (18 .01' CON5T . NH TYPE A-7 WI SKINNER T!PE UNDE R 425-007, 410, & 443-002 RTI (8 DIA) 11 (M K) 25-0 20 20 CiNST? INILENP EVI Old S W) INNER TYPE 11 INDEX 425-001. 425-010 . 425.024, 4r 449-002 E LEV. SAE 1 FL 3.110, f(fRT1) I CONNECT I EXIST . FOlLOT7I. d 71EL 2[t PER INDEX � � ��(2� PlP FROM EXIST . INLET TO ,, PIPE 6 0-002 III 1 I I FL V.6 ) FL 180 on- 4. 1.1) 5L 1.50 (8K) I E XIS T. NOT. EL . -2.50 III 78' PIPE 4 '� I 10 II •Il0 11 III� 11-11- j �iI 49 Yl CS I yil-- (4]37 NT) PZ P-9 (33 DIAJ .425-020 422) OD STA. 22+1427 a I ' I I 8E (D) ETA . 22+14.27 1 1 ..- 1 1 + -- I •CONST. 1N1.ET Lp• . ''^ ' LI�PTP E INDEX 422-00 I� FRon I 24 ' FD DEAD Ff W W � g I 2P FD €ND PIPE �V /IIT� 7� _,1q J1 18' P 2Pt3 20 5 20 40 80 80 700 71170 I 1 I ALE I ' = 20 Nonzowd r • 20 VerOcal I 140 140 170 700 80 BO R EVISIONS 580 19575 OF RECORD R 14 2a OP ssoEIIM DIPARYIV ENT OP 1 P49MPLRl42YMN S HEET 1V0. DA TE DE9Csw7mE G ATE 05954151]OE P.E . LUIS A SILV A LICENSE NUMBER 76875 NOES CORPORATION 74750 SW 36th ST, SUITE 204 M4AMI, FL 33]85 ROAD NO COUNTY FIN,N�NCIAL'SWEL"R DRAINAGE STRUCTURES 26 5R 976 M IMN,DADE 447805+5241 10 — CL_OPA-L0CL4 8Wai O . ._ EL 6JY FL S40 EL 6.50 MST. - - FL 5 .40 42' PIPE STA. Z®3 12 - ® EL. 5 STA 2144 3.12 f OUST. DOI TYP O 7.fT LT) F 24 • FO 24. PD 5/ PAVkNfMT 5Y/ SKIMMER TTFE 4 445 2-00!, FL SOB) 801. EL -240 1 11 MI X25-053, L FD IAD 2r FO END 20 10 10 I sa0 STA 32440&57 1 C ORS T. CLOSED FOURE 1R O03 425-062 FLEY. & 41' SO' LTJ TIFF 1 7-8!_ SRD 10 0 fFL ��— FL 5 - 650 f POBD -01 EL. 5 AV D) —_--1..- .-..--..— ITA. S�3244+O8 57 a 4 L 56 2 ^ Py Y J, BFOC MITT !0 -00 140 170 100 80 00 22 0 24 40 60 BO 100 170 SCALE 7• = 20 Horizoita r• - 70' vertical 140 REV IS IONS EN615225 OF RECORD ITdl! OP FLO RIDA LiMR61t771Q1r!'OIP T7.aR11P 0lId77CYR DRAINAGE STRUCTURES SH EE T 1T0 . naF D 6C61/Tloaf O ATF DESCRIPTION LUIS A5 MURDER P.E. 4 475 ICES CRAPOTION 14750 SW 26th ST, SUITE 204 1114111, FL 33287 ROAD NO COUNTY FJNA5c k PROJECT in SR 916 MIAM I,DAOE 447E05+524127 Iii EXIST. RIW LINE 1_ ETT OCKA BLVD -- - -- — ---- `� �J SR 9 / NW 27 AVE. 20__ VMUES fl 3.40 ' 1 - QED — - _217 �IFltts EL , 039. _ 22 � DO % -w �. •AC ?' b I 4y4 1 / 5 I I 1I li it 11 1I li 150' 5 .40 29OFiPFD!2. p 6.546 EL15.40 I i s.SHW T JL.t40' EL 5,140' EL 7.Q3 i_ 6.V f 51.5H127 EL 1 .00 211 B 20 0 20 40 SCALE I. _= 20' Ho rizontal 1' - 10' Vortical POND -01 80 60 40 2Q POND 0 28 40 60 h SC ALE 1• s 20 Hori zontal 1' - 70 Vortical -01 SECTION B -B SECTION A -A EXIST . Mt ONE STSTA.2!'27. 27 62. 66 LT. r "'" --A 47 STA 21+62.76 1 117 .38 LT. EL I .SC7 N - EL 5.40 B f .+t PM - Q , i STA 2123162 50.40 LT. R 1 ++ d1 ® POND-01t om TOP AAEA-aAr 507706 A AEA . 0042 AC BOTTOM EL S AO R1% p SR 9 .L OPA LO CKA BLVD. - 22 OF 24' FD EL. 8,40 EL 5.50 STA . 221-74.75_,. ./ 100 33 LT. EL 6 .40 + • � , ' . 5TA 27t472B I \\ . N34' ' 9 LT. �!. 1\\\. \?i 21 'N'k; , STA 21,4757f 6562 LT. EL. 6.38 1 . __ 1 I \\ STA 2146228 yyA!l O LT _ I1 / R etrlmoRa ENGINEER OF RECORD 5 2418 OFP LQRIA4 O6r4R714111F/r OP 72AMU NO ZTATION S HE ET M 0. ow o esc ioR/o N OATS 1 £84 CNPRQ 6 LUIS A STLWA P.E. AU CES c QaRPP RATION 5 750 5w 20th 57, 581r6 204 77474711, FL 33185 ROAD NO. C OU NT Ff.A MC IAL PROJECT ID R E773N770N POND DETAI L 7Y _ SR 276 MIN -DADE 447605.1-5247 Cente r of Comilla Sta,/Oftaer/Elev. Location TO P SLA B PLAN 2 33P 3-9' RON E LI 7. 05' 2-3%. FL £ L. 1.12 From 5-08 Ir Pipe 5ff8T EL 1.05' Mi W eir EL 4-50 9' NH Car er (Tap. F1. EL (10.48 /To 8: 5-11 l f 24' Pipe `f( lot 3-3 3-7 Nix 74 SECT ION A -A S-09 (STA. 22+21.95, 39.9 LT.) STRUCTURE WITH WEIR Cent er of Opening Sta/OJfsct/Efer LotetiOn ha 6 357 OpeNRt (Ter Typ e 0 l op) 3-91P" 3-2 6 TOP SLAB PLA N 8' 6 2 Fr Di an NH . OpanMg 9. 3- 8' Rlm Elev. to match pr op . sidewalk r 8' 4-0" 5-0 ' r -r NN Corer (Typ. EL 5.83 ' - Inlet Type 9 a v 51RV7 EL. 1.07 FL EL . -0 .f0 (5E1 47 Pipe FL. EL d80 (*W) 4? Pipe 88 S-04 (STA. 20+88.69 , 3I-49' L T.) STRUCTURE WITH MANHOLE SECTI ON 9-1) a L ocati on of pipe opening at the 1x4 bett em to be verified by contr actor pe r existing pipes locat/On one 8N9amenr PIPE INN. \ DAN. EL, S% Ro 4.4'4? 1.07-tT NAVD88 N A�E /Ja r PO h arms O . - - - rid�v ELC FO 707 / 1 45ONPLUG / (1NDEK RT NQ 4.53-007) FILTER FABRIC ENVELOPE 24' PERFORATED PIPE FRENCH DRAIN CROSS SECTION DETAIL N.T.S. EG A COARSE AGGREGATE OITCH warm NON PER FORATED Pbr PER SON ATE D PIPE FRENC H DRAIN WIT H STRUCTUR E ON ONE END LONGITUDINAL SECTION DETAIL N.T.S. FRENCH DRAIN CROSS SECTION ELEVATIONS STATION BASELIN E SIDE ,.. ,. . fD TOP EL. A (ET-NAVD881 £0 INV. E1 . 8 (FT-NAVD88) fD 80TT. EL. C (FD-NA/D88) 5-07 27+14.28 CL OPA-LOCKA BLVD Rt, 80 4.00 1 .50 -3.30 5-08 22+14.20 CL OPA-LOCK A BLVD Lt. 72 4.00 1.50 -3.30 5-11 21+33. 12 CL OPA-LOCRA BLVD Lt. 25 4.00 1.50 -3 .30 TOTAL: 177 CONST. SKI NNER OINOEN N0. 443-002) INLET OR MANHOLE DRAINAGE DETAILS REWLE XWIS ENGINEER OF RECORD mar De9CR1RlON DATE D ESCRIPTIO N WIS A 5/594 A.E. LICENSE NUMBER 78875 ALUMS CORPORATION 147750 5W 26th ST, SU7TE 204 NIAMJ, FL 33185 BTd7! OE F LORIDA DERAN iIQm' OE 7ZARW1YR T4775@V C OUNTY 918 40 5 AL PROJECT ID SR 218 NIAIW,O ADE 4478 03+22.01 SPEC IA L DETAILS SHE ET NO. 30 PEAK HOURS ARE; FROM 9:30 PM TO 6.'00 AM WEEKDAYS AN D WEE KENDS 2. TRAFFIC CONTROL PLANS FOR PHASES 3 & 4 ARE DESIGNED FOR NON -PEAK HOURS ONLY. PH ASE 38 SHALL REMAIN IN P LACE FOR ONE FULL WEEKEND . WORK RESTRICTED TO DAYTIME HOURS OF 9 AM TO 5 PM, FRIDAY, SATURDAY AND SUNDAY. 3. REGULATORY S PEED ESTABLISH ED WITHIN WORK ZONE TRAVEL WAY S SHALL BE M AINTAIN ED AT 35 MPH ALONG SR 916 AND NW 27TH AYE, AND 25 NPH ALONG OPA LOCKA BLVD CONNECTOR. 4. RESTORE ALL D ROP OFF CONDITIONS W ITHIN THE CLEAR ZONE AF TER EAC H WORK PERIOD UNLESS PROPERLY SHIELDED WITH TEMPORARY BARRIER OR A STEEL COV ER PLATE. SIGNALS: I. CONTACT THE MIAMI-DADE COUNTY DEPARTM ENT OF TRANSPORTATION AND PUBLIC WORKS (DTPW) TRAFFIC SIGNALS & SIGNS DNISION TWO WEEKS PRIOR TO CONSTRUCTION TO COOR DINATE THE ADJUSTMENT OF SIGNAL TIMINGS DURING CONSTRUCTION. CONTACT TELEPHONE NUMBER 7S: (305) 592-3470. TRANSIT: 1. MAINTAIN ACCESS TO A LL BUS STOPS W ITHIN THE PROJECT LIMITS DURING CONSTRUCTION. CONTACT RICARDO AGUILAR (RICARDO.AGUILARRMIAMIDADE. GOV) A MINIM UM OF 2 WEEKS PRIOR TO CONSTRUCTION TO COORD INATE THE NEED FOR ANY TEMPORARY BUS STOP RELOCATIONS. TEMPORARY TRAFFIC CO NTROL GENERAL NOTES ADVANCE CON STRUCTION NOTICE: LANE CLOSURE SHALL OCCUR ONLY DURI NG NON -PEAK HOURS ON NON-EVENT DAYS/ WEEKENDS. NON- 1. A PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) SHALL RE US ED UNDER THE FOLLOWING CONDITIONS; MESSAGE 1 MESSAGE 2 14 DAYS PRIOR TO CONSTRUCTION DU RING CONSTRUCTION: OP A LOCKA BLVD DETOUR xxxxx LANE TO CLOSE LANE CLOSURES OPA LOCK BLVD CLOSE D 1414/00 TO NM/DD ## PM TO ## AN FOLLO W DETOUR ROUTE 2. PCMS SHALL 8E PLACED 1000 -FT FROM THE WORK ZONE AT EACH END OF THE PROJECT . W20 -2A SIGN SHALL BE PLACED 500' UPSTREAM OF TH E PC MS. REVISI ONS EN GINEE R OF RECORD DATE DE SCRIPTION DATE DESCRIPTION CARLOS N. RODRIGUEZ, P.E. LICENSE NUMBER 79234 A SA CONSULTANTS, INC. 510 SHOTGUN ROAD, SUITE 402 SUNRISE, FL 331 26 8T 4YT OPACOIIBA OZP ART Wfm 0 TR.41MO Td770N ROAD NO . COUNTY FINANC IAL PROJECT ID SR 926 M IAMI, )2ADE 447803-5241 TEMPORARY TRA FFIC CONTROL PLANS SHEE T RID. 36 PHASING NOTES: PHASE IAA P HASE 4: 1. PLACE TEMPORARY SIGN AGE, 5TRIP150, TEMPORARY L OW -PROFILE BARRIER AND CHA NNELIZING DE VICE S AS SHOWN ON THE PHASE 1A TTCP PL AN SHEET. 2, MAINT AIN NW -BOUND TRAFFIC OX EXISTING TRAVEL LANES. 3. DETOUR PEDESTRIANS ALONG SUPERIOR ST , NW 27 AVE , AND SR 916 EB A5 SHOWN ON THE PHASE IA PEDESTRIAN DETOUR SHEET. 4. CONSTRUCT THE SE -BOUND PORTION OF T HE O PA LOCKA BLV D CONNECTOR A5 SHOWN. PH ASE 18: 1. PLACE TEMPORAR Y SIGNAGE. STRIPING, TEMPORARY LOW -PROFIL E BARRIER AND C HANNELIZING DEVICES AS SH OWN ON THE PHASE 113 7TCP PLAN SHEET. 2. SHIFT SE -BOUND TRAFFIC TO PREVIOUSLY CONSTRUCTED PORTION OF OPA LOCKA BLVD CONNECTOR AS SHOWN. 3. DETOUR NW -B OUND TRAFFIC AND PEDESTRIANS A5 SHOWN ON THE P HASE I8 PEDESTRIAN AND VE HICULAR DETOUR SHEET TO CONST RUCT THE REMAINING PORTION OF THE OPA LOCKA BLVD CONNECTOR. PHASE 2A 1. PLACE T EMPORARY SIONAGE, STRIPING AND CHANNELIZ ING DEVICES AS SHOWN ON THE PHASE 2A TTCP PLAN SHEET. 2. SH IFT WB SR 916 TRA FFIC. 3. CONS TRUCT TH E PROPOSED SIDEWALK AND SIGNAL WORK IN THE SW CORNER OF SR 916 AND NW 27TH AVE. 4. CONSTRUCT THE WEST BULLET RAILING FOR 8R10 00 N0. 870090. P HAS E 29: 1. MAINTAIN WB 5R 976 TRAF FIC SHIFT FROM PREV IOUS SUB -PHASE . 2. D ETOUR PEDEST RIANS ALONG NW 27TH AVE AS SH OW N ON THE PHASE 23 PEDESTRIAN DETOUR S HEET. 3. CONSTRUCT TH E PROPOS ED SIDEWALK AND PEDESTRIAN SIGNAL IN TH E 5E CORNER OF 5R 916 AND NW 27TH AVE. 4. CONS TRUCT THE EAST BULLET RAILING FOR BRIDGE N0. 870090. PHASE 3; 3. PLACE TEMPORARY SIGNAGE, 578161NG AND CH ANNELIZING DEVICES AS SH OWN AND IN ACCORDANC E WITH STD PLANS 102-613 & 102-660. 2. DETOUR PEDESTRIANS ALONG SR 916 AND NW 27 AVE AS SHOW N ON TH E PHASE 3 PEDESTRIAN DETOUR SHEETS. 3. CONSTRUCT THE PROPOSED SIDEW ALK AND SIGNALIZATION ITEMS IN THE ORDER SHOW N ON THE PLANS. 00 NOT CLOSE MORE THAN ONE SECTION OF SIDEWALK AT A TINE. DO NOT CLOSE 8086 THAN ONE INTERSECTION CORNER AT A TIME. DO NOT IM PLEMENT MORE THAN ONE PEDESTRIAN D ETOUR . 41 A TIME. 4. USE A WEEKEND CLOSURE TO CONSTRUCT THE D RAINAGE AND SIDEWALK WORK' ON THE SW CORNE R OF 5R 916 AND NW 30TH AVE A5 SHOWN 1N THE PHASE 3B PLA NS. 1. UTILIZE O UTSIDE LANE CLOSURES TO INST ALL FINAL SIGNING AND SIGNALIZATION ON THE SIDEWALKS IN ACCORDANCE WITH ST D PLANS 102-613, 102-615 , 102-628 , AN D 102-660 . 2. UTILI ZE LANE CLOSURES TO PERFORM T HE MIL LI NG & RESURF ACI NG OPERA TIONS ALO NG 5R 916 AND NW 27TH AVE AS WELL AS T HE TRAFFIC SEPARATOR REPL ACE MENT ALONG 5R 916 IN ACCOR DANCE W1TH STD . PL ANS 102-613, 106-615, AND 102-628. PHASE 5' 1. DETOUR VEHICULAR TRAFFIC A5 SHOWN ON THE PHASE 5 057008 S HEETS TO PERFORM THE JOINT REPLACEMENTS ON BRIDGE 870090 . 2. FOLLOWING T HE ASPHALT CURING PERIOD. INSTALL FINAL THERMOPLASTIC PAVEMENT MARKINGS AN D RAMS . 3. PERFORM ALL OUTSTANDING TASKS. R EYf.4LW5 EN GINEER OF RECORD DAM D 6CRIP TION G ATE 1 ots turn0R CARLOS M. RODRIGUEZ, P.F. UCENSE NUMBER 79134 A SA CONSULTANTS, INC. 510 SHOTGUN ROAD, SUITE 402 SUNRISE, FL 11428 !TATS OF F LORIDA DEPARTMENT OF TR AINEP ORTd777w ROAD All CO UNTY 1 IIRMICIAL PROJECT ID SR 910 M 1AMI.D AD E 447805. 1-22.01 TEMPOR ARY TRA FFIC CONTROL PLANS S HEET NO . 37 11 v. —RAY LINE R/W VARIES (30' - 31 .91 39' [ CONST. 011A-LOCKA BLVD VARIES )4, TRAVEL LAVE 1 CHAN NEUZING DEVICE TYPICAL SECTION I PH ASE 1A OP A-LOCKA BLVD C ONNECTOR STA 20 +40 .87 TO STA. 20+71.78 R/W VARIES (43 - 130? 12 PARKING 2011E = C1 i ME LIVE 5WK ENGINEER OF RECORD D ATE DE9CRIPTJON DATE OYRC61P n0R CARLOS N. RODA16VEZ, P. E. U CENSE AMBER 79134 ASA CONS ULTANTS, 1NC. 510 SHOTGUN ROAD, SUITE 407 SUNRISE, FL 33329 SEMI OF F LOR IDA DIP LUITKI NT OF TR A163P OETA7lCW ROAD NO. COUNTY FINARC IAI. PROJECT ID SR 926 IQAN/, RADE 4478036-53-01 TEMPORARY TRAFF IC CONT ROL PLANS SHEET 36 TEMPORARY LOW PROFILE BARRIER rt CONST. OPA-LOCI A BLV D TYPICAL SECTION I PHASE 18 O PA-LOCK A BLVD CONNECTOR STA. 20+40.87 TO STA. 20 +71.78 REV ISIONS ENGINEER OF RECORD DE 9CN/PT10R DA TE O SSCRP RO N CARLOS N. RODRIGUEZ , P.E. UCERSE NURSER 79134 ASA CONSULTAN TS, INC. 570 SHOTGUN ROAD, SUITE 402 SUNRISE, FL 339.26 ST AST OF FLORIDA Di4AR 77RSM' OF TILANSP ORT477CQV ROAD A O. C OURT,' FINA NC IAL PROJECT ID SR 916 MIAMU.LMDE 447805+5241 TEM PORARY TRAFFIC CONTROL PLANS SHEET NO . 39 APCMS �'O CA_ 0(a 0 Res BEGIN TEMP LOW PROFILE STA +29.0 7, 1458 LT. STA 45' L ST}ALT. A +97 .40 !RB6T LT. 9i6YI8�\�� I �, 136 5T -, SURVEY SR 5 EL SH OULDER PA-LO(CKA,13 - 0 __-- 6' TEM P SOLID WHITE R/W LINE N SR 9/ NW 27 A VE N E NO TEMP LOW PROFILE BARRIE R STA +44A65, 22 40' LT. I v5 STA. +30.39 l 12. 6T LT. • 11 ro 59 Feet LE GEND WORK CONSTRUCTED IN THIS P HASE I u I WORK ZONE SIGN TE MPORARY LOW PROFILE BA RRIER TYPE 111 BAR RICADE PORTABLE C HAM6E8LE MESSAGE SIGN (PCBS) • • • TRAFFIC CHANNELIZIN6 DEVICE •1 r.r � VE HICULAR DETOUR ROUTE W20-) ir III t - - -- •^- . --efi+ PH ASE 1A NEWMAN E7,GIN£ER OF RECORD 708 D ATE OF SCRIPRO N CARLOS N. R OD RIGUEZ. P.E. LICENSE NURSER 79134 ASA CONSUL TANTS, INC. 510 SHOTGUN ROAD, SUITE 402 SUNRISE, FL 3332E STATE OPPLOJUDA ONPd 6571aNT OF 7Z4Z PD3ld7FM* R OAR NC, COUN TY FINANC IAL PROJECT ID SR 976 M IN I•DADE 447H054F52-01 TEMPORARY TRAFFIC CONTROL PLANS SHEET H0. 54 RE VISIONS LEGEND PEDESTRIAN DETOUR ROUTE LJ WORK ZONE SIGN :1 LONGITUDINAL CNANNELIZING DEVICE WITH .J MOUN TED WORK ZONE SIGN Oj OPA LDCK A BLV D CONNECTOR ® W ORK ZONE RO DR Opp "40'4.4 _ rere.-..„,„ Ir Ipilil r $ III II. 9 -/ /`/ I PP T f ' fir- q r' 1I f' _ 3 ?_ O- - °-+'B _ _ ': .. }' ` , _-_,..----- ------ _. ._.- _-----t----- _. ._,-_--f---- -,--. -_-,------ --- Ci. 0r ,r. r 139.9 •0 �d IL9-9 SUPERIOR ST ----- rtb NMBR DETOUR 14391E t.T .s . O w co DETOUR FOR WESTERN SIDEWALK ALONG OPA LOCKA BLVD CONNECTOR I 1 Iblglf I I1 N a N4 91L P HASE 1A PEDESTRIAN DETOUR t r ENGINEER Of RECO RD G ae DA9CN T1ON GATE DESCRIP TIO N CARLOS M. RODR16UEZ, P.F. UICENSE RUNNER 79734 A SA CONSULTANTS. 1NC. 57D SHOTGUN ROAD, SUITE 40 2 SUNRISE, FL 3332 5 STATE O PFL kmA DVPAI PR07TR' OP 271ARWP OliA99VNV BRAD NO. COU NT", FIN ANCIAL PROJECT ID SR 506 MMMI.OADE 447105442.07 TEMPOR ARY TRAFFIC CONTROL PLANS SHEET N O. 55 0 10 S0 F eet R9-9 57A . +82 60 19735 T. 57A. *7392 19290 LT. STA * 72.6 194.90 LT. ST+C 1t90.87 162.9TLT. 6' TEMP SOLID WHITE 4.41 STA +223 5 206 564 LT. STA +12. 41 94 70 L7, :;;71! TEM P LOW PROFILE BARRIER 573 +Mi 6, 14. 5P LT A. +29.07 20.07" LT. ma) 136 ST SR al �tKA'BL • O � suRVEY SR 9iawe STA +52 02 1325 I. T. R 70 RI 1-2 REMOVE EXIST. STOP BAR S TA +4950 2722 0 LT. R9-9 STA 42279 ~ 23.63 17 . 6" TEM P SOLID WH ITE 6' TEM P SOLID YELLOW ryl *-R/W LINE SR STA. +69 .35 85.49 LT A 4697 2226 L7 STA 969.52 1 7.70 1.7 a re 2. f T EMP 50Lf0 W HITE A +12.22 57.71' LT -y END TE MP 1 211 PROFILE BARRIER, ST A +4465, 22 .00 LT. I 11 I I ,I II I NOTE: SEE NEXT SHEET FOR THE FULL DE -TOUR. LJ 0 LEGEND WORK CONSTRUCTED IN THIS PHASE WORK CONSTRUCTE D IN PREVIOUS PHASE WORK ZONE 5165 TEMPORARY IOW PROFILE BARRIER TYPE 711 BARRIER PORTABLE C HANGEABLE MESSAG E SIGN (PC551 TRAFFIC CHANNELIZIN6 DEVICE W20 -2A PCNS ST AIN A GPLORMA A 1Pd9Td50Nl' OP T ZANSPOSTATION REMOVE OR COVER R1G1-1T DIAGONAL ARRO WS PA LOCOED W26 -2A U PHASE IS REV ISIONS ENGIN EER OF RECORD LATE OESCR/ 7105 0.70 D FOCAIP TION CARLOS M. RODR IGUEZ , P.E. LICENSE NUMBER 79234 ASA CONSULTANTS. INC. 510 SHOTGUN ROAD. SUITE 402 SUN RISE, FL 323 26 ROAD ND. COUNTY FIN ANCIA L PNOIECI ID SR 916 M1AM l+LMDE 447805}52-Q! TEMPOR ARY TRAFFIC CONTROL PLANS SHEET 110. 50 OPA LOCKA BLVD SUPERI OR 5T LEGEND WORK CONSTRUCTED IN TH IS PHASE WORK C ONST RUCTED IN PREVIOUS PH ASE WORK 2 0NE SIGN TYPE 717 BARRIER PORTABLE CH ANGEA BLE MESSAGE SIGN (PCM S) VEHICULAR D ETOUR ROUTE PEDESTRIAN DETOUR ROUTE LONGITUDINAL CH ANNELIZING D EVICE WITH MOUNTED W ORK ZONE S1GR b •_iwo] / V 136 ST �il�`' y`5R CKA OPA"�O ASR 915 (EB)! 1351 57• ,111) .E7TI WA LI NK* ILYA W20 -2A 920-24 PHASE 15 PE DESTRIAN AND VEHICULAR DETOUR R EV ISIONS' EN GINEER OF RECORD DATE D ESCRIPTION DAT E 05 5CRIPn011 CARLOS N. RODRIGUEZ , P. E. UCEBSE NUMBER 79134 ASA CONSULTANTS, INC. 570 SHOTGUN ROAD. SUITE 402 SUNRISE, FL 33326 STATE OF MOMS DZPA R77VIZM OF TzAIVBPOflTAT9wN ROAD Na C OUNTY FIN AN CIA L PROJECT ID SR 916 M IAMI-DAD E 447803 4-2241 TEMPORARY TRA FFI C CONTR OL PLANS SH EET NO . 57 W20 -IF RAW LINE TER P S OLID WH ITE 6" TEMP SOL1D WHITE %TA + 70.11 10.10 RT. 6• TEMP 501,1.0 YELLOW W20 -IF A. +37. 20 .00 LT . STA. 464 93 131 gr. STA 156.65 137 RT. RA Y LINE 05 018005 OF REC ORD 3721771 COP MOMS DAD 1 77113.M' OF 7Z4240PWETd77WN w N a R/ W LINE 0 10 50 F eet LEGEND WORK CONSTRUCTED IN T HIS PHASE WOR K CONSTRUCTED IN PREVIOUS P HAS E I I WORK ZONE 516N TRAFFIC CHANNELI ZZ N6 DEVICE 12" T EMP SOLI D W HITE STA 44465 23.20 L T. 17 TEMP SOLID WHIT E 24' TEMP SOLID WHITE 6- TEM P SOLID WHITE REMOVE OR COVER RIG HT DIAGONAL ARROW LSTA 407 26 -- 749 0 RT. REMOVE EXISTING ARROW 8 TEMP SOLID Y£1.0w STA 1.70 -0 21 .11 RT. 5TA. 44432 4.1T RT. MATC H EXIST . PAVT MARKINGS STA. 407.97, 20.0 6 RT. 6` TEMP (7-4) WHITE W01-04CR PHASE 2A 1120-1F R EVISIONS D AT DES CRIP TION DATE DESCRIPTION CARLOS M. RODR1EIZEZ , P. E. 110ENSE NUMBER 79134 ASA CONSULTANTS, INC. 570 SHOTGUN ROAD. SUITE 402 SUNRISE, FL 33328 ROA D ND. COUNTY FINANCIAL PROJECT ID SR 916 MIAMI-L7ADE 447805} 52-07 TEMPORARY TRAFFIC CON TR OL PLAN S SH EE T ND. S9 W20 -1F SURVEY SR 91EWB MATCH LINE A R9-9 1 1 SR 916 (EB) /NW 135 ST Rp VTgONS W20 -1F w a 1 -1_-- l --Y .) M ATC H LINE A 0 70 50 Feet LEGEN D WORK CONSTRUCTED DI THIS P HASE WORK CONSTRUCTE D IN PREVIOUS PHASE 1 I WORK ZONE 5166 LONGITUDINAL CHANNOUZJNG DEVICE WJTH �.J MOUNTED WORK ZONE SIGN TRAFFIC CHANNELIZIN6 D EVICE PEDESTRIAN DETOUR ROUTE R9-11AR R9-9 W01-04CR PHASE 28 W20 -1F ENGINEER OF RECORD DATE De sour rTDN DATE DESCRIPTION CA RLOS N. RODN IEUEZ, P .E. UCENSE NUR SER 79734 A SA CONSULTANTS, INC. 510 SHOTGUN ROAD. SUITE 407 SUNRISE, FL 33326 TATTATII OF FLO RIDA DERIA ICOFT OF 77. AW NPORTAt9OON ROAD NO. COU NTY FINA NC IAL PROJECT /D SR 976 ID ANJ, OADE 4478054-5248 TEMP ORARY TRAFFIC CON TR OL PLANS SHEET N O. 59 I: LEGEND r. PEDESTR IAN DETOUR ROUT E 8 WORK ZONE 5166 LORO!:UD IRAL CHAD 621J2 IN6 DEVICE WITH �J MOUNTED WORK ZONE 5166 OSR 976/ NW 135TH AVE ® WORK ZONE Jb-9 W704F 51 ►0 136 EH NW 135 ST .. -I SR 916 ( 1 / � nur ^r^^lrr rrr O Si�r�r�r_r^��r SR 916/ NW 135 ST 9(20.1F TEMPORARY 17 WHrTE 7f49KL REVISION S w a CO IV DETOUR FOR W ORK IN NE CORNER OF SR 916/ NW 135 ST AND NW 30TH AVE M1 -66L ann Lla 114 4911 SR 9/ NW 7/ AVE PHASE 3C N .T.S. ENGINEER OF RECORD DATE D ESCRIPTION DA TE DESCRIP TION CARLOS M. ROORJEIJ£Z , P.E. LJCE 65E KUROER 79134 ASA CONSULTANTS. JNC. 570 SHOTGUN ROAD, SUITE 407 SUNRISE, FL 31376 ST AYS OF FL ORIDA Dff,RI S7DQT/P Ol T Z41404P W!T177091 ROAD NCL C OMITY FINANC IAL MOTECT ID 5R 916 M nNI1d MDE 447905 .2-52-01 TEMPORA RY TRAFFIC CONTROL PLANS SHEET NO. 62 LEGEND PEDESTRIAN DETOUR ROWS WORK ZONE SINN LON GITUD INA L CHA NNELUZJNG D EVICE WITH MOUNTED W ORK 20NE 576N 5R 916/ NW 135TH AVE WORK ZONE DESCRN4/DN WIFE o ,r � I� ,..� TEM PORARY fir 17 WH ITE fo, g1 ,►r _tom--- , - SR 976/ NW -735 ST r0 Yo r0 pm 4W pm w cn m>r wo m$ > ▪ V G N 6.94 )26-9 2 P \ SIDEWALK CLOSED 119-9 <um Q -I co —V RE -3 SIDEWALK CLOSED 1148 DETOUR FOR WORK IN SOUTHERN SIDEW ALK MAN II w IQ N4 -95L N .TS . r-1 .5 - _ u'l PHASE 3D ENGINEER OF RECORD Dar D racarno or CARLOS M. R ODRIGUEZ, P.E . LICENSE NUMBER 79734 ASA CONSULTANTS, INC. 570 SHOTGUN ROAD, SUITE 402 SUNRISE, FL 33326 S TATE OF F LORIDA DDPAR77411OrT OF TR AN SP OIRTd77 01f RO AD MO. COMM IIR MI6CIAL PROJECT ID SR 916 MMIW-D ADE 4478 031-52-01 TEMP ORARY TRA FFI C CONTR OL PLANS SHEET MD . 63 23.004, F.A.C. 1 1 X 1 LEGEND PEDESTRIAN DETOUR ROUTE W ORK ZONE SIGS 30 LONGITUDINAL CHARRELI2ING DEVICE 197TH MOUNTED WORK ZONE SIGN O1 SR 9/ NW 27TH AVE ® WORE ZONE Le miSUPERIOR ST x4 set DETOUR 01 t Gie *MUM �. ; 134 rf(I ,. .>'�'""� Tr9P5RARV 17 ' C▪ I �g dtii Z • i. ':., 130193 .. - ''' . - ' , I M ,------- --- - 1 1 _rte nr 1, --_,.-,---------✓sal' d LI _ ._ '"�'� r cog'�mi 2 e. .ii. _. - SR Mil l* Iii 5f E8 5119.1614W 135 ST — - - � � - tea"' ill.µ9e9 2lf1OL3D a e O N M j Ia 1I x DETOUR FOR WORK ON NE CORNER OF SR 916/ OPA LOCKA BLVD WB AND 5R 9/ NW 27TH AVE M4 -617L 2049 OGIN amen maws R9 •DA R9.9 R9.9 �c We PA-LOC 111W .}36 ST/ N .T.S . PHASE 3E 15 MA • QL3C 14.999 Men930M5 ENGINEER OF RECORD DATE DES CRIW/ON GAT E of sCurron CARLOS M. RODRIGUEZ, P.E. LCENSE NUMBER 79234 AEA CONSULTANTS. INC. 570 SHOTGUN ROAD. SUITE 402 SUNRISE, FL 33326 STAIR OP FL ORIDA OBPd57R06NT OF TR ANSPOR TATION ROAD MD . caOAnr n* 9C 1A L PROJECT ID 5R 376 WIAM14AADE 4478034-52-07 TEMPORARY TRAFFIC CONTROL PLANS SHEET «L0. 64 MF9BR N4-9NL R 9f6/ NW 135 St W20 -If R9-11AL w 6a r — F9-9 SR 976 (661/ NW 13551 SIDEWALK CLOSED 11 9-9 R9 ITAR 91DE1Nu1:ankD MEM NW 132N0 ST te I Cttri 11/20 -IF D ETOUR FOR WORK ON NW & 5W CORNER SR 916/ OPA-LOCKA BLVD AND NW 27TH AVE TE MPORARY 12" W H1TE M49BL 144908 21f} 0130 M4-9BL 136 ST / N .T .S. LEGEND PEDESTRIAN DETOUR ROUTE 11 WORK ZONE SIGN LONGITUDINAL C HANNELIZ!NG DEVICE WIT H MOU NTED WORK ZO NE SIGN 0 SF 976/ NW 135TH AVE / SR 9/ NW 277H AVE ® WOR K ZONE PHASE 3F R EVISION S ENGINEER OF RECORD OE'f{WPTIP N OAT OE9tKNTION CARLOS N. RODR IGUEZ, P.E. LICENSE NUMBER 79739 ASA CONSULTAN TS, INC. 510 SHOTGUN ROAD. SUITE 402 SUNRISE, FL 3 3326 STATE DP FLORIDA DEP 4R 77Yd M OP TL4IVSSP OWTd77ON ROAD N O. 1 C OU NTY _ FIN ANCIA L PIWECT ID 5R 916 M1A.11•DAD E 4478051-52.07 TEMPORARY TRAFFIC CONTROL PLANS 5HEE7 NO. 95 w Q „gt75R 916/ NW ]35 St w 4 SR 916 (58) / NW 135 Sr M4-9RL am um' tic D ETOUR FOR WORE ON NE & SE CORNER SR 916/ OPA-LOCKA BLVD AND NW 27TH AVE • 03S010 N1VM301S, SIDEWALK CLOSED R9- 9 RALLAL LEGEND PEDESTRIAN DETOUR ROUTE WORK ZONE 51GM LOMGTTU DINAL C HANMEUZING DEVICE WITH MOUNTED WORK ZONE 5106 OSR 916/ NW 135111 AVE / SR 9/ MV 27TH AVE = WORK ZONE PHASE 3G R R-Vf 4OMS E NGINEER OF RECORD DA TL ➢ESC2J 7)0N 1 OATS - GF9CNU'1011 CARLOS M. RODRIEUEZ, P. E. LICENSE NURSER 79734 IASA CONSULTAN TS, INC. ,510 SHOTGUN ROAD, SUITE 402 SUNRISE, FL 33 526 STAT E OF F LORIDA D ZPAR77CIN T Cf TRANSPO l?Td77ON ROAD NO COUNTY FINANC IAL NIGU L, ID 59 9]6 MIAMI.D ADE 4478 05-7-5701 TEMPORA RY TRAFF IC CONTROL PL ANS SHEET MU. 66 0 0 ® ® ® DETOUR DETOUR' DETOUR DETOUR PDETOUR SOUTH isouTH NW 27 AVE] [NW 27 AVE 1, © 0 DETOUR DETOUR JNORTH NORTH NW 27 AVE] [NW 27 AVE 4.1 /WPM RS MIRES NCI W20 -IF M OT13-6 SOUTH NW 27 AVE DETOUR NORTH NW 27 AVE t W20 -5A Soo n W 27 AVE 1 DETOUR NORTH NW 27 AVE IEFT LANE PAW THIN LEFT DETOUR Soon! NW 27 AVE DETOUR NORTH IW 27 AVE) N4 -2R DETOUR ° 0 00 °0 SJNBAD AVE/NW 30 AVE O 0 w h ROAD CLOSED R1I-2 S 9/NW 27 AVE SR 9/NW 27 AVE ST A 3TSP4BS5 (3r.59 RT7 9 S UMEY 65 6 2 50 SH IFTING T APER I7YPJ SOO MERGING TAPER (rYPJ a3in NW 22-AVE ®E ®° O ADVANCED WARNING ANION PANEL • CNANNEIJIO DEVICE S —► LANE JDENT)F1CATION AND DIRECTION OF TRAFFIC =. PORTABLE CHANGEABLE (VMEABLE) MESSAEE SIGN TYPE III BARRICADE WONK ZONE 51514 59 NW 27111 AVE DETOU R NB NW 27114 AVE DETOUR WO OPA LOC8A BLVD TO 5B PM 77th AVE DETOUR Gp .D' Sr1)Rk EY 3 60 13D 37 LT) �1/j�`1 .J . fir 6 J . . . . . . . . .4. • 759 SHIF TING TA PE R (TTP.) SR 9/NW 27 AVE 50 0 MER61N6 TAPER (TYPJ SR 9/NW 27 AVE " REINISONS ENGIN EER OF RECOR D DIP INZSCRR RIO N DATE GE SCRIPIIOR CMLOS N. RODRIGUEZ, P.E. LICENSE RNRB£R 76I34 ASA CONSULTANTS. INC. 540 SH OTGUN ROAD , SIN TE 402 SUNRISE, FL 33326 S TAYS OF PZONIJMA LIEPAY7710HNR T OF T IJAFNJPONJTATION RO AD NO. cousin, FIN ANC IAL PROJECT IO 55 946 MIN -D AD E 447003 ,-!7-07 TEMPORARY TRA FFIC CONTRO L PLANS 67 } BEM MILLING & RESURFACING STA 20140 .87 �COAST . OPA-LOCKA BLVD . TCH FXISTJ END WILLING RESURFACING RE SIN NEW COAST. 5TA 20+ 71.20 (CONSI. 0PA-LDCXA BWD.AAV LINE CH EXISTJ LEGEND: EXIST. TELE PHONE MN 70P ffE BE ADJURE D BY AT&T NEMO FIR EXIST. TELEPHONE MIS TOP (1 ST85 R1WN ED sr AT&T D BIR - EXJs r. SAN VALVE fro 8E ADJUSTED BY CITY OF OPAI DCCAI COAST. OPA-10611A 916 0. RA W UNE • \4tA\ N. lA•, \ RA W 1)951 R AY UNE MATCHLINE STA 324+80.00 E XIT. EL ECTRIC POLE 11,.; (f0 R EMA IN) R/W UNE RFV15ONE EN GINEER Of RECORD ETA SW Ole M.OMI & JOiPH R77101MT OP T zAM80orA77OM NIT1 P37•E r1509657 5R 9 01 b CC 4 y P. • 04 MATCHLINE�STA 322 +00.00 b IC t 72 RAW LI NE B 17 Feat PAN UNE IPA!- : 4.:_Ta.-, cPF4GCOk • ----- 4i a RI.Y xv Pra SR 916(WH)/NW136S T% 011A-LOCKA BLVD. ! SURVEY SR 916 W8-2 R/W UNE STA. 11+40.00 + SURVEY SR 916 W8 ( MATCH 55(57) A 88.1 838'5 DA T DE3GRWPr10N D ATE twac turrJON R 1CAR00 A CASTRO, P. F. UC555E NUMBER 68254 ROADWAY DESIGN sou/ru ms 8600 NW 17TH STREET, surrE 145 DONAL, FL 33126 ROAD Na COMITY f1aA NCJN. PROJECT JD SR 906 NIAM1-D ADS W8034-3241 UT ILITY ADJUSTMENTS 1! 11 el BEGIN TREE DISPOSITION STA. 70NO ,W ! SURVEY 5R 916 W8 OPA-LOCK A CANAL SR9/ NW27AYE I-1 SURVEY SR 41 EX,57 Rq� LIBF END TREE DISPOSITION STA. 324+80 .00 1SURVEYSR9 SR 816 (Wa) S4_ 1\--1 wnvEr sR 1 1 m NATCHLINE STA 322+00.00 OPA-LOCKA CANAL 0 10 40 Feet a LINE 13S ST / OPA-LOCKA BLVD 11 ! SURVEY SR 916 WB-z END TREE DISPOSITION STA. 10.40 .00 1 SURYE1 SR 916 WB-2 1MATCH EXLSTJ LE GE ND REMAIN RE MOVE RELO CATE RELO CATED kW UNE NEV LERNIR DAT E DE SCR IPTION DATE D EEMI Laddscape Architect of Reco rd: B rien R. Store 1A-0960770 MILLER LEGG 5747 North Mdr s Wa r Fo rt Lauderdale, Florida 33. 38 9-2 304 954-436-7000 • W WW. NILLERLEGG.CON STATE OF PL m& D1REISPEE NT OF TZA NWPOZTAd7Y1N ROAD AD. COUNTY RaA RC1AL POOAErT ID SR 916 MINN47ME 4478054-5E41 TREE DISPOSITION PLAN SHEET No >2 TREE DISPOSITION CHART SHEET NUMBER TREEFOR NO. SYMBOL BOTANICAL NA ME COMMON NAME OB H (7/6.) TREES/ CTH (FT.) FOR PALMS HEIGHT (FT.) (APPROX.) CAN OPY SPREAD (FT.) (APPROX.) LOCATION CONDITION DISPOSITION NO TES NORTHI NG EAST INC 78 1 La 56rsto9m,I Indic. Crep e Myrtl e 4 14 8 56➢092.222 903➢7➢.342 Go od REMAIN Limb Damag e - Mirror 78 2 La5er5094m70 indite Crep e Myrtle 4 16 8 569091.917 903999 .45 Good REMAIN L1 mb Da8lege - Min or 78 3 Lagersteemie indica Cr epe Myrtle 4 16 8 569080.543 903996 .451 Good REMAIN Limb Damag e - 91,7ur 78 4 Le gersro*mi. Indi c. Crepe Myrtle 4 16 10 569091 .627 003090 .904 Goo d REMAIN Limb D amage - Minor 78 5 Shia te nt. s,o i.ogun1 8 .h o9an7 4 16 8 569094 .808 90 4012.9 2e Goo d R EMAIN 78 6 Lagers taeml. indica Crep e Myrtle 4 76 8 569106.332 ➢04019.955 G ood REM AIN 78 7 Veltchle merrlllil Chrlst ma9 7.1M 6 6 3 569089.326 904032.332 Good REMAI N 78 8 Ve ltchl■ m.rrllflf Chrl stmes Palm 6 6 3 569208 .542 904030.35 Goo d REMAIN 78 9 0-osrcus v lrgin2ana Live Oak 3 74 8 569103.702 90 4539.546 Good REMAI N Sprouting 78 70 V9 ltchl. ,arrllilf Christmas P .J. 6 6 1 3 569114.002 904043.818 Go od REMAIN 78 17 Ro ystones .21ta Royal 9820 10 24 24 56 9202.888 906052 .85 Fair REMAIN Tapered Tru nk 78 12 Le gc rst0eml. Indic. Crepe Myrtl e 4 16 10 582112 .408 904556 .74 Good REM AIN 78 13 06rfnas radiate Thatch Pale 6 3 A 569207.745 606065.95 Good REMAIN 78 14 15,212 s radia te Thatch Palm 8 3 4 569110.027 904074.095 Good REMAIN 78 75 La 98rstaem 10 In dite Crepe Myrtle 4 16 10 56 9220.799 804076 .684 G ood RE MAIN 78 16 Baritone. e late Royal Reim 22 16 4 569102.051 904087 .282 P oor REMAIN Remove grecs, , fl ed Fronds 78 17 Roy st6nee 51427 Rigel Palle 12 16 4 569222.693 904094,32 Dead REMAIN Remove Brac e , Tied Fronds 78 18 SWleten le mehagonf Ma hogany 4 16 72 569109.964 904099.821 G ood REMAIN 78 19 5a2ete nle mans ion ; Mah0 9an y 4 15 12 559111.544 904172.007 6 aed REMAI N 78 20 Co r2ac. rpua ere ctu s van. serfce us Sliver Butto nwood 3 22 8 569109.301 904124.744 G ood REMAIN Spro uting 78 21 Lagersteev.ie 1ndlca Crepe Myrtle 3 14 10 569119.487 904128 .916 Good REMAIN 78 22 L.9. rstoem i. In dica Crepe Myrtle 3 14 10 569134.427 904125 .051 Go od REMAIN 78 23 Lagerstoemia indica Crepe My rtle 3 12 10 509149.56 904127.749 Fair RE MAIN Loa ning - M aj or , Spro uti ng 78 24 Lagerst0emie Indic. Cr epe Myr tle 4 16 10 569145.327 904115.869 Go od REMAIN Spr outi ng 78 25 "veld. bV COra5 Black Olive 4 18 12 569128.842 904114.569 Good REM AI N 78 26 Casuarina equlset1fofts L. Aus tr alian Pine 6 20 16 569288.828 904048.756 Good REMAIN 74 27 Casuarina equlsetifolla L. Austra lian P1ne 3 * a 589174.33 904034.354 Good REMAIN 78 28 L.g.rsto.mie Indic. Crep e Myr tle 6 16 10 569172.228 904024.351 Ba ud REMAIN 78 29 NasnInptoble robust. 81582 1gt1512 Pa2M 10 38 I 399777.341 903999.748 6000 REMAIN 78 30 La ge rstoe mie Ind ic. Cre pe Myrtle 6 16 10 569166.01 903094.903 Good REMAIN 78 31 L990ret06 mfe 1n dlta Crepe M yrt1e A 10 I 569159 .797 903875.512 Good REMAI N 78 32 Lo ge rst0 mla in dlo. Crepe Myrtle 4 10 8 569150.792 903957.24 2 Goo d REMAIN 78 33 Wa shin gton,. robu st. 5ashingtonis Palm 10 30 8 589265 .146 903956.96 G ood REMAIN 78 34 Acacia eur,colifo rm2s Eeriest A cac ia 4 16 20 569185.02 903843.639 Good REMAIN 75 35 C 0S uer in s . gu lae tl6ofls L. A60 tre llan Pine 78 42 38 559157.60.5 903977.155 F.1r REMAIN Lfmb Damage - Miner , Slight Leon , 77 36 Ac acia .uricullfo rm2a Earleaf Acme !. 16 40 34 560138.02 ➢03873 .43 Poor REMAIN Co -Domina nt L ead ers , Limb Demeg . - Mi nor , P oor Structure 77 37 Casua rina .qu fs etffofls C. Aus trallan Pine 36 42 36 569176.24 903856.037 P oor REMAIN Co•Ogmin ent L ead ers . Limb Damag e - 92 nor , Poor Struct ur e 77 38 Os srcus vlr 01n?one Live Oak 12 24 20 569152.514 ➢03855 .978 Feir REMAIN Co -Domin ant L ead ers . Limb Damage - Mi nor 77 39 ACee2e ao r,to flfe rmis 16,26 l Aca028 8 36 20 569129.585 903833.928 Fair REMAIN 5fr9nt Lee n , Limb Damage - Miner 77 40 Acac ia .urlwlito rm&s Eer7ea f Ac acia 12 38 20 569124.579 903843 .688 Dee d REMAIN Dead cot eri e? 77 41 Ac acia au rica llfo rmis forte s Acac ia 12 36 1 20 569123.787 903810 .283 Deed REMAIN Sf,Oht L ea n , Limb Damage - Minor 80 42 Quo rum v 7rgin isea Live Oa k 28 38 38 169294.029 ➢0 4422 .276 Pair R EMAIN Co -Do mi nant L eaders . Lima Damag e - Mill ar , Se at Leader 60 43 Cocoa nuclre r9 Coconu t Pa lm 8 16 16 560203.577 004264 .813 Fel, REMAIN Y ellow F ronds 80 44 Bursere slmer169 Gumbo LIMO* 4 14 20 569294. 08 904238 .942 Poor REMAIN B ent Leader . Llme Damage - Miner 60 45 Ficus .laatics Rubbe r Tree 4 10 12 569200. 227 904247 .223 Poor REMAIN gent Lead er , Limb Da mage . Meier 80 48 9.le te nla mehago n( Mahogany 12 28 26 369291.282 904234 .034 Good REMAIN Limb 060495 - Minor 81 47 Cyc6 a rev ciut. Sego Palm 8 2 6 569376. 486 ➢04723.712 P11: REM AI N Y ellow Fronds 7mvrm09 5 Landscape Architect D1 Record: Br ian R Snare 1. A-6666770 ST ATE Op FLORIDA DEPAR TMENT Of TR AMMORTA77CW TREE D IS POSI TION CHART SHEET x0. DA 7[ DE SCRIP TION OATS pksCBtmdt M INo LLER LEGdre1 N 5-2364 Fort 36 Lat7000 • WW .HIL 3' 1 5747 dalo. Florida 95«36-7000 • W WW.MILLERLEGG.CON ROAD Na Chi, I r16MIC 7AL PROJECT 10 82 58 916 M tAM I•DADF 447605.-32.0 TREE DISPOSITION CHART SHEET NUMBERNUMBERNopr TREE NO.SYNDOL 60TANJCAL NAME COMMON NAME OBH BEES714 . % FOR fiH iFT.I FOR PALMS HEIGHT ( (FT.J 1 SPREAD � - , (APPRO X.) LOCATION CONDITION DISPOSITION NOTES NORTHING EASTIND 81 48 Roystana a sl ate Rays! Polly 8 1 a 569365.237 904703.111 Good REMAIN S7 49 R Oy015n96 sleta mays! PRIM a a 8 569362.037 904690 .264 6Ood RE MAIN 87 SO N'sahingtaoie r Washi ngto n!', Palm 12 38 a 589304.627 904681 .187 P oor REMAIN Ad" Power Lines . Dent Tr unk 87 57 60c1da bacon, Bieck 011Ve 20 9/ 40 509391.169 904664 .156 0006 RE MAI N 1150 DaO664 - Mi nOf 81 52 Washin gtonis robu st' W6shingtenla Palm 12 30 a 569419.152 904693.979 Good REMAIN 81 53 Ras hing999 la rebust6 Washington"' P alm 10 18 a 566427.553 904872.027 G ood REMAIN 81 S4 06 6hing50536 10b1916 ms,hingt08la 761M 10 20 8 589 421.96 904662.467 6o 0d RE MAIN 81 55 Nms hingtonla robu st" Workington"' Palm 10 20 a 569470 .579 904665.944 Dead REMAIN Deed not ari al 81 36 Na,hin gtpn l6 robust. weshingtbnla P61m 10 18 8 569404 .609 904662.854 Good RELOCATE 81 37 C oc oa nuclfo ra Coco nut Pole 10 5 10 566369 .037 104654.802 Fair REMOVE Sons Fr onds Missing 81 58 Co co s nu cifsrs Coco nut Palm 10 IS 76 565376-622 90 4139 .771 0O ed RELOC ATE 87 59 Ve ltchis man tg, meryin l Montgom ery Palm 3 16 6 569369.555 904631 .916 Go od RELOC ATE 87 60 Cocoa n uclfera Coconut Pain 8 12 2a 560974 .765 95 462 6.671 Good RELOCATE gent Trunk 81 61 Co co s nuelfera C t P alm 8 18 24 569390 .923 904629 .455 Good RELOCATE S cot Tru nk Mt 62 Cocos nu clfera Co conut Palm a 22 26 560402.846 90 4635 .285 Good RELOC ATE ge nt Trunk 81 63 Cocos noire s. Coc onut Pole 8 6 2 569424.462 904639 .421 Good RELOCATE gent Trunk . 'fled Fr ond s 97 64 Cocos naclfere Coconut Palm 6 24 14 569429.522 904632.597 Good RELOCATE Bent Trunk 81 65 Co co s nuc lfera Coc onut Palm 7 24 14 569437.636 904640.973 Good RELOCATE S ent Tru nk 87 66 Ca re, nuc lfera C oconu t Ps1m 7 20 14 5 611 436 .917 90 4856 .787 6O0d REMAI N Rant Trunk 81 (7 Co co s nucifsrs Coc onut Palm 7 20 14 569446.487 904647.918 6096 RELOCATE 8o nt Tru nk 61 68 Va lt0his mentgseeryanl Montgomery Palm 6 20 70 569486 .068 904608.05* 6e od RELOCATE gent Trunk 81 69 Ve ltchla mmnt9ame ryana M ontgomery Palm 6 22 8 569499.624 904998.398 6091 RELOCATE Seat Tru nk S7 70 V altch1i montgpmeryena M ontgome ry Palm a 20 a 56850 4.42 2 904557 .9 21 6006 RELOC ATE Soot Trunk 81 71 L58erstme/mie India Crepe Myrtle 3 14 12 569463.126 904630.853 Good RELOCATE 81 72 Lo g i6 1ndica Craps Myrt14 9 14 72 569453 .859 904624.8 Good RELOCATE 81 73 L$ge rstee mia 100108 Crepe My rtle 3 14 72 569453.303 904661.09 Good RELOCATE 81 74 Lag La lndle a Cro ps *ilia 3 14 12 566454 .789 004639.961 Good RELOCATE 81 79 L59erst0emie Indlca Crepe Myrtle 3 14 12 569446.223 904635.726 Go od RELOCATE 81 76 is lndic a C rape Lyrtla 3 14 12 569445.734 904626 .619 Good RELOCATE a1 77 fatropna S 95. 20110 959 4 10 a 669494 .624 90 4649 .194 Fair REMOVE Se nt L eader 81 78 16trsph6 Spp. Jatrapha 3 8 a 569431.066 904662.661 Falr REMAIN Rant Load er 81 79 7a trOp68 SOP. 16110 956 3 6 a 569417.312 904668.386 Fair REMAIN *s ot Ls1d9r , CO-0h1 mi06 nl Lsed1r4 81 60 fatropha Spp . Jatropha 3 6 6 549413.36 904031.926 Fah 56MOVE RaoperaadDL Leaser , Limb Damage - 90007 . t a1 91 J9tr89119 5 99. JOtro pna 3 9 8 569424. 454 904644-385 Fel, REMOV E Se nt Leaser , Lima Demme - 9111 01 81 82 'atr ophy Spp . 'strophe 2 6 6 566415 .503 904646.893 Goad RELOCATE Limb Demegs - Min or 81 89 fatropna Spp. Jatr0pha 3 6 6 569417.027 90 4659.165 7111 R E1s01rE Lima 0101699 - 62371 . L op fl6ad 81 84 'strophe Spp. ago 3 6 6 566402.84 904647.098 711, REMOVE Lfmb Damage - Minor , Lopsided 81 85 16tr 0400 SOP. 'str ophe 5 22 10 569395.677 904655 .333 GOO6 RELOCATE Limb 0amago - Nino, 87 86 Jltroph6 Spp. "stro phe 2 1 6 566362.045 904647.842 6 0md RELOCATE Limb Da mage - Min or 91 87 2,5600 100. SP0. Jatt0956 2 8 4 5699E7.775 904659.875 Good RELOC ATE Li mb D,1)064 - 9;007 81 88 "4trep*e Spp. Jetrapha 2 6 6 5611396.116 904634.517 G oo d RELOCATE Limb Damage - 910m r S7 89 latropha SPp. 'arcane 2 6 4 569396.305 804636.68 Good RELOCATE Lf mb Da mage - M1 nOr 81 90 Jatro phe Spp. 16tru ph6 2 6 6 569394.156 904649.254 timed RELOCATE L1mb Damag e - M10o r 81 97 165105ha S09. 16t1oph9 2 5 4 569377.332 904847.417 Good RELOCATE Lima Da mage - Mlno7 81 92 "atrop5e Spp. "stro phe 2 S 4 569374.256 904653.3 Good RELOCATE Lfmb D a016g e - Mi ner 57 113 's trophe Spp. PRE 2 6 4 5 61 369.082 1104816.675 Good RELOC ATE Lfmb Damps - M oor 81 94 ''strophe Spp. Jetroph's 2 6 6 5 69367. 232 904622.646 D ead REMOVE Dead n6t srfel 81 95 "s trop,'" Spp. "stro phe 2 6 6 569359.6 064616 .371 Dead REMOVE D ead Mat er161 TP VramMS Landscape Architect of Rec ord: BrIRD A Shore LA -6666770 STA TE OF FLORIDA 17213817791217 OF TRANSPORTATION TREE D ISPOSITION CHART SH EET x a. DAIS DESCRIPTION DATE 563CRIP110e 5747 North Andrews Wei Fort La uderda le, Florida 01'4-2364 954-436-7000 • WW W.MILLERLEGG.COM Romps& camp rlaA6 clA t Pao7Err ra 5R 626 MIAMI- DADE 447805---52-0183 INDEX OF SIGNING AND PAV EMEN T MARK ING PLANS SHEET NO. S-1 5.7 5-3 S-4 . 5.11 5-17 SHEET D ESCR IPTION KEYSH EET SIGNATURE SHEET GENERAL NOTES SIGNING AND PAVEIMNT MARKING PLAN GUIDE SIGN WOR K SHEET STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SIGNING AND PAVEMENT MARKING PLANS FI NANCIAL PR OJECT ID 447805-1-52-01, 447805-1-52-02 (FEDERAL FU NDS) MIAMI-DADE COUNTY (87008000 , 87008001, 87240000) STATE ROAD NO. 910 FRO M WEST OF MW 30TH AVE TO WEST OF MY 27TH AVE PROJECT LOCATI ON URL• hctps://cfnyurLcam/yckz3d15 PROJECT DESCRIPTION: SR 916/NW 133 ST & NW 136 ST FROM W OF NW 30 AVE TOW OF NW 27 AVE PROJE CT LI MITS: (87008000) BEGIN MP 4.812 - E ND MP 5,117 (87008001) BEGIN MP 2.496 - EN D MP 2.779 (87240000) BEGIN MP 10 .832 - END MP 10 .941 E XCEPTIONS: NO NE BRIDGE LIMITS: (87240000) MP 10.875 - MP 10.889 RAILROAD CROSSING: NONE LOCATION OF RR _r Lan TAIVIL IFNMMWM ST NOM TM PaTAI M 1.1,01 Mel SIGNI NG AND PAVEME NT MARKI NG PLA NS ENGINEER OF R ECORD: AWN & SEOUEIRA, A.E. LICENSE NUMBER 00737 CORE ENGINEERING GROUP, LLC. 10300 SW 72 ST, SUITE 446 N/AMT, FL 33173 (3051 303-3477 CONTRACT N 0.: CAWS VENDOR NO.. 83-3135042 FD OT PROJECT MANA GER: HECTOR DI OO NA7O, A .E . CONSTRUCTION CONTRACT NO. FIS CAL YEAR SHEET NO. T6574 24 S-1 GENERAL NOTES I. DELI VER AND UNLOAD REMOVED ST REE T SIGNS TO: MIAMI -DARE COU NTY DE PT. OF TR ANSPORT ATI ON A ND PUBLIC WORKS, T RAFFIC SIGN ALS & SIGNS DI VISIO N 7100 N.W . 36TH STREET MIAMI, FLORIDA 33166 REVISIONS ENGINEER OF RECORD DdFH R77VBNT ROAD ND 5 7:4721 OF F LORIDA OP Ti MQ1PORTA770K COVRI1 FINANCIAL PROJECT ID GENERAL NOTES S HEET NO. T1Qi vEs cRIPTJav MTE OEd70N O'NP1 ALLAN 6. SEOUEIRA, P. E. LICENSE NUNBER 60737 CORE ENGINEERING GROUP, LLc. 10300 SW 72 ST, SUITE 4 46 NIAk1, FL 3317. 3 55 916 M IAM I-D AD E 447305--32-01 5-3 -171 AS STA 22►28 (LTJ r cf ) L. ®sr® 54.41, 7 A5 54.x]1' (LTJ ��1 AS STA 323+85 srA 53.54 tn.) ggliS47571-rfAl AS lrjr 6_jp PTA. 22+3 0 (R rJ L - J EXISTING spror s afliStras arm 0 NO 7� 36' 418 • a f I (11'18-7PJ) 1 1 1 A5 I 1�zrXlr STA. 323495 (RTJ MATCH EXISTI NG STRIPING ST* 20041 ( COAST. CPA`OCXA BLVD . +74 RT o® ` 'r% 9 i�. SI L JEXBE 1RE N(V ED CIWP 1-1 1 AS STA. 20092 (ATJ o DURABLE YE LLOW PANT ON TRAFFIC SEP ERATOR NOSE W/MO/Y APN5 ® 1' SPACING PRC. STA 51+33 20 LT. D 4 01 5-4 .I AS ST A. 22+10 RM LINE w - 51 6' ;FILMY EXISTING 510N TO BE REMOVED Pial AS n\ 064 C WH ITE (10-30 W/W/A RAMS 040 SPACING , WH ITE (0-10 SXI5) r1' WHITE 9/9/14 RPN 5 0 20 SPACING C WHITE WAWA RPN S 0 20 SPACING 5-3 54 XE7 A AP 10 34 5-7 11' WHITE* C W HITE W/ W/R -' 85 85 )0 S PACING. ,I EXIST SIGN (70 REMAIN) .-. 228E EXI ST 5168 70 BE REMOVED ®1 AS r Ttict�, W HITE NNU I W/ W/R LD"J SIMS 20 • \SPACING +49 •.47 LT. • 1C WHITE 8 SURVEY SR 916X'13 PT. STA 52+56 S NT. r W HIT E W/W/R R7. STA 53+06 55145 ® 20 SPACING' RT. 040444E 1r WHITE W/W/R RPN5 0 20 SPACING C DBL. YELLO W" 9/7/5 85015 f SPACING' 916 1 ASr` _ ..STA 324.28 YELLLr W/7/7 RPN 5 •20 DC. 1' YELLOW 9 /7/Y APN 5 , 20 PACING 5/19 LINE Q WATCH EXISTING STR IPING 875. 11. 40 NOTE: 51671 SIZES HAVE 87£11 RE DUCED ON THIS SH EET TO 8E `,REMOVE D I 4.a . N 1 IYL 15TING SIGN LoJTO f / 8E REMOVED 4.9 elEgg2 AS I wy,. 1 11 0115 ? 5106 (TO RENA18) C WHITE , WHITE (10,30 5015 ) WAV/R RIN G 40 SPACING C WHITE 17/04/11 85745 0 20 SPACING 1 SURVEY SA 9 O RL YELLOW W /7/7 RAMS 40 SPACING '+ SINGLE COW IN C ANTILEVER GROUND MOUNTED SIGN STANDARD INDEX 700-011 957 ITEM NOTES T HESE ITE MS TO 8E PAID UNDER F5(0 4478951-52-02 MATCHLINE STA 325+00.00 SURVEY 5A S .7 r WHITE PREFOR MED WHITE 14. 98175 54 46s --r 14. 11' 13' • at `-C DBL. YELL OW W/7/A 20 RPN5 -1.6�N 5PACIN8 11' Y EL AL w +O 42' Err -24' WNTT E C WHITE U.00 00 Feet 9 WHITE (10,3 0 581519/17/A RP MS 0 40 SPACING YELLOW C 9317E A/W LINE 7X75 7 5169 (50 REMAIN) \ {{77 )) � �2 as 4'00, 0 As ;S SrA 3 2+rso (LTJ A STA 70449 GOD S TA. 104 70 EXISTING SIGN 8E RE 90V E EXISTINGJ SIGN TOD 6' WHITE 54,11' WAWA C11�7 SPACING 311543 0, 1AS STA. 322417 575 . 10+45 C 53-1 3,430 21'x77 C11223zr xir r --1EXISTING SIGN in 153)571 85 1 —4 ST � As STA 22 +32 / EN TED �� SINGLE ��Qyy ��a COWNN 1 p005 019 AS V tl . CANTIL EV ER A/1711ME Lam_ END PROTECT 57 4 104 8030 8 50895 7 55 916 _{MATCH EXIST .) ! SURVEY 511— _. W/R RPM ()l'S C W HITE -" R RAM S :_SPACI NG _ SR 916 MB) / NW ST./OPA-LOCKA:BLV0. _ Rnu MATCHLHVE $TA. 322+00.00 7rrrxxlr `1� 6-'3PE a8A-1-129 AS (8 Li) 1 I 9E REMOVE D ��3EEE 1 As 9ATCH EXISTI NG ST RIPING STA 10+80 ` • r "1118 � EXISTING 5159 78. a.! 0 AS ( 0 &L.]eaqi ` 2 551780-1-271(FTP-17-01) s4. 1'..3 24'X24 e. cor b 3BP x1 '3)r 21"x15' C) II 41 1o 3 _JS_J EX157)86 51014 70 ® BE RE MOVED 36'13, Qbri`:9V As Vl0-1-1111 AS O go REPI2 091 ENGINEER OF RECORD D ATE DE9CRNT10N DAT E 0 08087/ (109 ALLAN 8. 53078/5 4 P.E. LICENSE NUMBER 60737 (085 ENGINEERING GROUP, LLC. 10300 5W 72 ST, SUITE 446 MIAMI, FL 33173 274 7, OF FLORIDA OsP16s NM OF 77.4 163P ORTATION ROAD 896 COUNTY FIN ANCIAL PRDIECT ID 55914 3 1AN1.D AD E 447605+52-01 SIGNING AND PA VS JfKNT M ARKING PLAN S HEET M0. 54 EXI STING 5 ,16N TO BE REMOVED ®1 A5 EXISTING 5161170 =-" 6E AENOVED AS II- rkr 1-7 ) 24X24' 21.118 —I AS S TA. 12446 NOW ORETO 6E P ERFORMED - C A r 1 AS S TA 12+72 0KIST1416 5155 TD r t B BE REA RI NG) IL1�1 F=311 A5 LJ Alga AS -1- sl 1a EXISTING5N TD QN E ND C ONSTRUCTI ON y $ I j N1 END SIGNIN G AN D P AVEME NT M AR KI NGS l 1 Fl�il e; I ( MATCH E XIST .) -,---e1 .21STA. 13 +40 .00 1 I S URVEY SR 916 /— ARV LNF SR 916 ( WB) / NW 736TH ST./OPA-LOC KA BLVD. 13 4.12 14 15 e --� .SUAYEV SR 916 ST RIPING TD RE MAIN 61/13/11 E MINIS 61 SPACING SPACING ( j I 66 WHITE WIW III MI5 20' SPACING 1 I1 EXISTING REMOVED I - -> I AS I L, NOTE: SIGN 51255 HAVE BEEN REDUCED ON THIS SH EET C A 1. Nrx3P ' ®1 A5 574 12+66 RAO LI NE + SINGLE POST BRIDGE MOUNTED SIGN SUPPORT STAN DAR D IN DEX 700-012 I" SINGLE COWAN CANTILEVER 66011 96 MOUNTED SIGN STANDAR D IND EX 700-011 0 TO 40 feet 5-11 SHEE T NCL RFVr.SON ➢ EN GINEER DP RECORD DES CRIPTION D NTE DENORIP RON ALLA N B. 550110144,00. U CENSE NUMBER 60737 CONE ENGINEERING GROUP, LIL'. 06300 SW 72 ST , MITE 446 M16111, FL 33173 2E 4171 OF FLORIDA OWR6R7MPPl OF 77.410SPON74770N R OA D Ma COU NTY FINANCIAL PROJE CT ID 5R 916 MI W.6ADE 447805.1-7241 SIGNING AND PAVEMENT MARLING PLAN 5 40 u i INDEX OF SIGNALIZATION PLANS SHEET NO. 7.1 7-2 7.3 7. 4 - 7. 7 7-8 7 .9 7-10 7-71 7-12 GN -1 - GA 3 SHEET DESCRIPTION REY SHEE T SIGNATURE SHEET GEN ERAL NOTES SIGNALIZATION PLAN MAST ARM TA BULATION MAST ARM ASSEMBLIES DATA TABLE GUIDE SIGN WORK SHEET AN D DETAILS VID EO DETECTOR INS TALLATION DETAILS PEDESTRIAN DETECTOR POST DETAILS REP OR T OF LORE WIRINGS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION SIGN AL IZATION PLANS FINANCIAL PROJECT ID 4478054-52-01, 447805-1-52-02 (FE DERAL FU NDS) MI AMI- DA DE COUNTY (87008000, 87008001, 87240000) STATE ROAD N0. 976 FROM WEST OF MN 30TH A VE TO WEST OF NN 27T H A VE PROJECT LOCATION URt: https://tinyurLcom/yckz3di5 PROJECT DESCRIPTION: SR 916/NW 135 ST & NW 136 ST FROM W OF NW 30 AYE TO W OF NW 27 AVE PROJECT LIMITS: (87008000) BEGIN MP 4.812 - END MP 5.117 (87008001) BEGIN MP 2.496 - END MP 2.779 (87240000) BEGI N MP 10 .832 - END MP 10.941 EXCEP TIONS: NONE BRIDGE LIMITS: (87240000) MP 10.875 - MP 10.889 RAILROAD CROSSING: NONE LOCATION OF PROJECT SIGNALIZATI ON PLANS ENGINEER OF REC ORD: ALLAN B. SEDUEIRA P.E . LICENSE NUMBER 50737 CORE ENGINEERING GROUP, LLC . 10300 5W 72 ST SUIT 5 446 NUM, FL 33173 1305) 303-8477 CONTRACT NO.: CA119 VEN DOR NO.: 53-3133042 FOOT PROJECT MANAGER: HECTOR 01 DONATO, P.E. CONSTRUCTI ON FISCAL SHEET CONTRACT MO. YEAR NO . T6574 24 T-1 511NAL DEAD DET AILS r41 r211f1 3 -SECT., I -WAY (EXIST. 70 BE REM OVED) (21 4L 3 -SECT, !-WAT 3 -SECT., 1-16 47 (EXIST. 70 (EXIS T. TO 8E REMAIN) RE MOVED) (4) (1) 000 3 -SECT.. riUT 3 -SECT- 2 -WAY 1 A5 3 AS 1 050-2-14 14 1 OSD-1-14 1* PEDESTAIAN HEAD D ETAILS W 34 Ili Lf01 L1uJ1 PED. TSIIGNAALL �P80.. '2SIGNAL PED. SIGNAL 1 CT 1 -SECT -WAY 1�CT. T-WWAY (EX(S"T �1'AY 1TNG (EXb" 715s 1 AS TD REMAIN) 70 5F REM OVED) 653-1-11 Ir 2 1 653-1-00 I• I=11=1 ' :ZI U' VIDEO VEHICLE DETECTION ASSIGNMEN TS VIDEO CONC T DnTnET/ON ZONE DETECTION ROVEREVI YD IA 1 V044 VI 8 YD re vow VD 2A V2 2 YMD A YD 3D V0 44 V3 6 04e 4 VD 47 v ows ADtEB I TYNE 010(0 50510775 6 40 SW 0 1877 75 0 6Y PAD/ECT DYi1NESIL 5 -SECT„ 1 -WAY (EXIST. 70 REMAIN) 11) 11 0 O •Q� 3SE1T. . 1 •NAT AD 1 156-1 14 .2/7}4'16, 1" ET117221 PE D 514930 COUNT -DOWN 1 -SECT, 2-WAT 1 AS 473-1. 12 14 • CONDUIT & CABLES pEO£ STRIAN 1 TENs IDgMl3 465 LE 1 646-1-22 I 1 EA VIDEO DE TECTION T ENS 053-1-11 1 1 EA .1 645-1-11 13 EA • r6d5=7-77 5 EA P1111 BOXE S 1 6757771 19 EA •4EA 1 660-4-11 12 EA 112EA •I 6160-4-21 1 1 EA 2®1EA • 5103E 9`X15• (1 EA) 510-3! 9.815' (1 0.41 0 CABINET 11177 NeXT " EAT 17 11111-36 96 X7? (I EN 520-32 520-3) 9'X75' (1 LA) 96X7? (1 EA Contro lle r Tlndny Refe rence Table Vehk fe Move ment I 2 4 6 Approach 0lrect/w, NEL 5BT WET MT Approa ch Poste d Speed (MPH ) 45 45 35 45 r k' AR R ed D ista nce (Feet) 75 80 120 75 2 Yellow 71490 nee (Sec) 4.8 48 4A 41 All Red (Sec) 3.0 50 2. 4 34 Pedestrian Movement P2 04 re 2 Ped. Crossing Distance (Feet) 60 115 60 Pedestrian Watt (Sec) 7 7 7 Pedestrian Cle ar ance Interval (Se c) 17 33 17 SIGNAL OPERATIN G PLAN (70 MIAMI �f$ $!I$ -r PHASE 1 PH ASE 2 PHASE 3 66) (2, 6. 72. 76) (4, P4) CON TROLLER OPERATIONS 1 11A /0R 5721557 15 NW 27 AVE (A5 N EW P OSTED SP EED ). 9 1005 STRE ET 15 OPAi0 CKA BLVD (30 MPH POSTED SPEED). 2. PH ASES: FULLY ACTUATED 3. FUSION S OPERATION: 2 5 6 YELLOW ; 468 7 11E0 PA Y ITEM NOTE : THESE PAY ITEMS TO BE PAD UNDER 7➢1D 447805-1-32-02 if 1 ITF 2 1T 3 00 P -Pi 04 Pa P2 • Pa 04 0 - PROPOSED / PED ESTRIAN POLE.' SIGNAL HEAD S ALL EXI57156 516NAL HEADS SHALL BE RETROFITTED 7O HAVE RETROFLECTNVE 8AC6PL1755 [DERE=5EA PROPOSE D PE D POL E STA 53+45.05, 4717 LT. 1 RUN BB5LF 1-2' 75055 70140 1 52105 OP 20 LF SYGNAL PED SIGNAL. P ROPOS ED POLE * PEDESTRIAN NW CORNER V7/412 an 175.2' POLE L DCA7512- 5TA . 55fd1 . Ill 4 3.36' LT 50IMI30'E A1N1 LENAT H - 00 .1 649-21-10 1 I EA 2 RUN A 65 LF 1-7 VIDEO DE TECTION 1-7 PEDESTRIAN 1 RUN. 1S LF 1-7 PEDESTRIAN PROPOSED PED POL E S TA. 53+49.67, 22.70 AT . ! 5(15 A 20 LF 2-2' V10 E0 057677105 PED PUSH 2/W 6117 1 .11(0 WEN DETAILS ape-IOCki BH1 Lrvellrrlr IXIST. INTERNALLY LLU MINATED SIGN I! NIXED 5 6N `1I EA EXISTING 70 EXISTING TO DTI REM ANI (TO SE AENOVED) 11505 REMAIN REMAIN 12)NW 27 AV & OPA LOCLA BLVD Ri-1 !1) INTERSECTION ID NO 2980 MAST ARM TO REMAIN 1R1Q7NWWR 6L Corns P NNE 5144 1 RUN A 65 LF 1-7 PEDE STRI AN Nw27 AV .© 12127 ONES 2 RUNS A 1 25 LF 1-2' VIDEO DETECTION 1-7 PEDESTRIAN PROPOSED BUTTON ' J rl /) PROPOSED BUTTON. ® PED SIGNAL. PUSH �ME CORNE R .b -. I RUN A 10 If �—� LN RUN If 15 1F in DETECTIO N I-7 PEDESTRIAN 1 RUNS A 40 LF SIGNAL EXIST/N6_9 1-. 7 VIDEO DETEC TION Le TO RERAN 1-7 PEDESTRIAN 2 RUN 2775 LF 1-? VI DEO DETECTION 1-?• P50657RUW p 70 FAL VC. "J r'OIRT W- ill 22 STROLLER 1 VD 40 VD 4A 3.004, F.A .C. #• EXISTING -00RrR0LLER ❑4 T0 N REAfAK-. QPA-LOCKA 4L BLVD jvYO NX ti tiD 4 1 -7 1511 3 )075LF P 6 5AN 5070550 PEDESTRIAN POLE STA . 10163.44, 24 .1 0 R7. RAv 1)3 15 /— RM LINE rr-1 POSH BUTTON 5E CORNER 8281542 165010 6 ®-f, • 700- 3-20 12 EA R10-25 NOD 130 •X3 16) REVISIONS ENGINEER OF RECORD nAr DESCRIPTION E ALLAN 8. SEOUE I5, P. E. LICENSE NUMBER 60737 CORE ENGINEERIN G GAWP, 11C. 10300 5W 72 5T , SUIT E 446 MIAMI, FL 33173 ET A= OFPLQRIDl O6RLR77421MT OF T1r 0R91P0 NTA27014 ROA D All C OUNTY IN ANCIAL PROJECT ID 58926 MMM-DADE 44305.)-52-01 SIGNALIZ ATION P LAN SHEET RID. T4