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HomeMy WebLinkAboutExhibit AEXHIBIT "A" FM# 447809-1-52-01 Page 1 of 13 OFF -SYSTEM CONSTRUCTION AND MAINTENANCE AGREEMENT Between STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ("DEPARTMENT") and CITY OF MIAMI, a municipal corporation of the State of Florida ("CITY") THIS AGREEMENT is made and entered into as of July 17, 2024, by and through the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida (the "Department"), and CITY OF MIAMI, a municipal corporation of the State of Florida (the "CITY"), collectively referred to as the "Parties." RECITALS A. Upon approval of the Department' s Work Program by the State of Florida Legislature, and adoption by the Department Secretary, the Department shall complete the various projects included in the Department Work Program; and B. Included in the Department Work Program is Project Number FM# 447809-1-52-01, SR 953 / SW -NW 42nd Avenue from north of SW 8th Street to south of NW 1 lth Street (the "Project"). A portion of the Project includes work on SW 7th Street, SW 6th Street, SW 5th Terrace, SW 5th Street, SW 4th Street, SW 3rd Street, SW 2nd Terrace, SW 2nd Street, NW 1st Street, NW 2nd Street, NW 2nd Terrace, NW 3rd Street, NW 4th Street, NW 4th Terrace, NW 5th Street, NW 6th Street and NW 9th Street, in Miami - Dade County, Florida, roads not on the State Highway System, as shown in Exhibit "A" attached hereto and incorporated herein by reference; and C. The City is the holder of ownership rights to SW 7th Street, SW 6th Street, SW 5th Terrace, SW 5th Street, SW 4th Street, SW 3rd Street, SW 2nd Terrace, SW 2nd Street, NW 1st Street, NW 2nd Street, NW 2nd Terrace, NW 3rd Street, NW 4th Street, NW 4th Terrace, NW 5th Street, NW 6th Street and NW 9th Street, roads not on the State Highway System; and Rev. 03/24 1 FM# 447809-1-52-01 Page 2 of 13 D. The Parties agree that it is in the best interest of each party for the Department to undertake and to complete all aspects of the Project, including but not limited to, the design, construction, construction inspection, maintenance during construction, utilities, easements, and other associated tasks; and E. The Parties further agree that it is in the best interest of each party to enter into this Agreement in order to allow the Department to construct and complete the Project. TERMS NOW THEREFORE, in consideration of the premises, the mutual covenants and other valuable considerations contained herein, the receipt and sufficiency of which are hereby acknowledged, the Parties agree as follows: 1. The recitals in this Agreement are true and correct, and incorporated into and made a part hereof. 2. The Parties agree that the Department intends to undertake and complete Project Number FM# 447809-1-52-01, which Project generally includes the following: • Repave and resurface the existing pavement • Replace and upgrade substandard pedestrian ramps • Modify median access at SW 5th Terrace, SW 4th Street, SW 3rd Street, SW 2nd Terrace, and SW 2nd Street • Miscellaneous drainage improvements to mitigate ponding • Upgrade signing and pavement markings to meet the latest standards • Replace signalization loops with video detection • Replace the mast arm at the northeast (NE) corner of W Flagler Street • Replace the controller cabinet at the mid -block intersection at NW 2nd Street • Retrofit the lighting system at NW 7th Street to bring illumination to current standards • Relocate palm trees between SW 6th Street and SW 2nd Terrace due to median access improvements The Project shall include improvements from the DEPARTMENT right-of-way line (for purposes of this agreement, the "Off -System Project Limits") on: SW 7th Street, approximately 6' west and 7' east measured from the point of tangency (PT) of the curb return radius, SW 6th Rev. 03/24 2 FM# 447809-1-52-01 Page 3 of 13 Street, approximately 10' west and 22' east from the PT of the curb return, SW 5th Terrace, approximately 7' west and 8' east from the PT of the curb return, SW 5th Street, approximately 9' west from the PT of the curb return, SW 4th Street, approximately 8' west and 25' east from the PT of the curb return, SW 3' Street, approximately 8' west from the PT of the curb return, SW 2nd Terrace, approximately 7' west and 8' east from the PT of the curb return, SW 2nd Street, approximately 7' east from the PT of the curb return, NW 1st Street, approximately 128' west from the PT of the curb return, NW 2nd Street, approximately 9' west and 10' east from the PT of the curb return, NW 2nd Terrace, approximately 11' west from the PT of the curb return, NW 3rd Street, approximately 60' west and 37' east from the PT of the curb return, NW 4th Street, approximately 7' west and 13' east from the PT of the curb return, NW 4th Terrace, approximately 8' east from the PT of the curb return, NW 5th Street, approximately 10' west and 13' east from the PT of the curb return, NW 6th Street, approximately 8' west and 9' east from the PT of the curb return, and NW 9th Street, approximately 16' east from the PT of the curb return. The work within the Off -System Project Limits shall include, but may not be limited to the following (hereinafter referred to as the "Local Roadway Improvements"): a) Milling and resurfacing (pavement and pavement markings behind crosswalk along the side street to be maintained by the City in perpetuity) b) Minor roadway reconstruction and patching (pavement and pavement markings behind crosswalk along the side street to be maintained by the City in perpetuity) c) Replacement of sidewalk (all sidewalk along the side street after pedestrian ramp to be maintained by the City in perpetuity) d) Replacement of pedestrian ramps (to be maintained by the Department in perpetuity) e) Installation of pull boxes (to be maintained by the Department in perpetuity) f) Installation of signalization conduit (to be maintained by the Department in perpetuity); and g) Replacement of the lighting service disconnect at NW 1st Street (to be maintained by the Department in perpetuity). The Project shall further include all activities associated with or arising out of the construction of the Local Roadway Improvements. In the event that the Project requires the acquisition of Rev. 03/24 3 FM# 447809-1-52-01 Page 4 of 13 additional right-of-way within the Off -System Project Limits, the Department shall acquire such right-of-way in order to complete the Project. The City shall cooperate with and shall support the Department's work efforts in these regards. The Department will design and construct the Project in accordance with all applicable federal and state laws and regulations and in accordance with Department design and construction standards as set forth in the Department' s guidelines, standards, and procedures. The Department shall have final decision authority with respect to the design, the design review process, and construction of the Local Roadway Improvements, and the relocation of any utilities that the Department may determine to be required. 3. The Parties acknowledge and agree that the City will review the Project Design Plans ("Project Design Plans") and shall submit its comments, if any, via Electronic Reviewer Comments ("ERC"). The Department shall provide the City access to the ERC, and the Department shall use the ERC to submit the Project Design Plans for the City to review. When the Department places the Project Design Plans in the ERC, the Department will designate a Comment Due Date and a Response Due Date. The City shall submit its comments with regards to the Project 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 Proj ect Design Plans have passed, and the Department has addressed all of the City' s comments that were submitted through the ERC. Once the review process is concluded, the Department will construct the Project in accordance with the Final Project Design Plans submitted through the ERC. The City acknowledges and agrees that, during construction of the Local Roadway Improvements, the Department will only utilize the services of law enforcement officers when required by the Department' s Standard Specifications for Road and Bridge Construction, and no additional requirements will be imposed. No further agreements or permits shall be required for production or construction of this Project. Major modifications of the approved Project Design Plans must be submitted to the City for review. A "Major Modification" is any modification that materially alters the kind or nature of Rev. 03/24 4 FM# 447809-1-52-01 Page 5 of 13 the work depicted in the approved Project Design Plans, or that alters the integrity or maintainability of the Local Roadway Improvements, or related components. The City' s review shall be within the reasonable time schedule proposed by the Department, in order to avoid delay to the Department's construction contract. In the event that any Major Modifications are required during construction, the Department shall be entitled to proceed with the modifications that are necessary to complete the construction of the Project, and shall, upon identifying the need for a Major Modification, immediately notify the City of the required changes prior to proceeding with implementation of the same. It is specifically understood and agreed that any such changes during construction shall not delay nor affect the timely construction schedule of the Project. 4. The City agrees to fully cooperate with the Department in the construction, reconstruction and relocation of utilities that are located within the City' s right-of-way, within the Off -System Project Limits. The utility relocations, if any, which may be required by the Department for purposes of the Project, shall be done in accordance with the Department's guidelines, standards and procedures. The Department shall submit the proposed utility relocation schedule to the City. Utility relocations, if any, shall be done in accordance with the provisions of Chapter 337, F. S. Additionally, the City agrees to fully cooperate with the Department in the removal of any 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 Parties agrees to perpetually maintain the Local Roadway Improvements in accordance with paragraph 2 of this Agreement and Exhibit "A". To maintain means to perform normal maintenance operations for the preservation of the Local Roadway Improvements, which shall include but is not limited to, roadway surfaces, shoulders, roadside structures, drainage, signing and pavement markers, lighting, and such traffic control devices as are necessary for the safe and efficient use of the Local Roadway Improvements. Additionally, the Parties understand and agree that the Department shall transfer any permit(s) required for the construction of the Local Roadway Improvements to be maintained by the City Rev. 03/24 5 FM# 447809-1-52-01 Page 6 of 13 in accordance with paragraph 2 of this Agreement and Exhibit "A", if any, to the City as the operational maintenance entity, and the City agrees to accept said transfer and to be fully responsible to comply with all operational and maintenance conditions of the permit(s), at its sole cost and expense. Notwithstanding the requirements hereof, maintenance during construction shall be the responsibility of the Department and its Contractor, as set forth in paragraph 9 of this Agreement. 6. The Parties acknowledge and agree that the City's right-of-way and the improvements and structures located within the City's right-of-way, are and will remain under the ownership of the City, and that the Department will not have any ownership interest in the right-of-way, improvements, or structures located thereon or installed therein pursuant to this Project. 7. The Department shall require its construction Contractor to maintain, at all times during construction, Commercial General Liability insurance providing continuous coverage for all work or operations performed under the construction contract. Such insurance shall be no more restrictive than that provided by the latest occurrence form edition of the standard Commercial General Liability Coverage Form (ISO Form CG 00 01) as filed for use in the State of Florida. The limits of coverage shall not be less than $1,000,000 for each occurrence and not less than a $5,000,000 annual general aggregate, inclusive of amounts provided by an umbrella or excess policy, or such other minimum insurance coverage that may be required by the Department for the construction of the Project, in accordance with the Department' s Standards and Specifications for Road and Bridge Construction. The Department shall further cause its Contractor to name the City and the Department as additional insured Parties on the afore -stated policies, and to provide evidence of Workers' Compensation Insurance in accordance with the laws of the State of Florida and in amounts sufficient to secure the benefit of the Florida Workers' Compensation law for all employees. 8. The Department shall notify the City at least 48 hours before beginning construction within the City's right-of-way. Such notification may be provided via email, to the Department Head, Resilience and Public Works, and the notice requirements set forth in paragraph 20 shall not apply to this paragraph. The Department agrees that the City may, at reasonable times during the construction of the Local Roadway Improvements, inspect the Contractor's construction site and perform such tests as are reasonably necessary to determine whether the goods or services required to be provided by the Rev. 03/24 6 FM# 447809-1-52-01 Page 7 of 13 Contractor, pursuant to the Contractor' s Construction Agreement with the Department, conform to the terms of said Construction Agreement. Upon request by the City, the Department shall coordinate with its Contractor to provide access to the City for performance of said inspections. During the construction work related to the Project, the City shall fully cooperate with any such work being performed by the Department and the Department's contractors. The City shall not commit nor permit any act which may delay or interfere with the performance of any such work by the Department or the Department's contractors, unless the Department agrees in writing that the City may commit or permit said act. 9. Maintenance during construction within the Off -System Project Limits, commencing as of the first date of construction, shall be the responsibility of the Department's Contractor. Notwithstanding, neither the Department nor its Contractor shall be responsible for mowing or removing litter during construction of the Proj ect. After completion of construction, the Parties shall assume their respective maintenance responsibilities for the Local Roadway Improvements as set forth in paragraph 2 of this Agreement and Exhibit "A". Upon completion of construction, the Department is required to invite the City on the Final Inspection of the work within the Off -System Proj ect Limits, and will incorporate legitimate City concerns that are within the scope of the contract into the final Project punch list to be corrected by the Contractor. Notice for Final Inspection shall be delivered via email to the City and the notice provision of paragraph 20 shall not be applicable. However, if the City does not attend the Final Inspection, the Department shall proceed to conduct the Final Inspection, finalize the Proj ect 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 Proj ect Administration Manual (CPAM). Upon issuance of the Notice of Final Acceptance to the Contractor, the Department shall provide a copy of said notice to the City. As of the date of the Notice of Final Acceptance, the City shall be immediately responsible for the maintenance of the Local Roadway Improvements specified in paragraph 2 of this Agreement and Exhibit "A", 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 Rev. 03/24 7 FM# 447809-1-52-01 Page 8 of 13 that may be covered by the warranty provisions in the contract between the Department and its Contractor. The Department shall enforce the warranty if remedial action is required by the warranty provisions, as determined by the Department. Upon completion of all work related to construction of the Project, the Department will be required to submit to the City final as -built plans for the Local Roadway Improvements and an engineering certification that construction was completed in accordance with the plans. Additionally, the Department shall vacate those portions of the City' s right-of-way used to 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 Proj ect, 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 Proj ect shall be constructed using federal funds, all costs incurred must be in conformity with applicable federal and state laws, regulations, and policies and procedures. 14. The Department's performance and obligations under this Agreement are contingent upon an annual appropriation by the Legislature. If the Department's funding for this Project is in multiple Rev. 03/24 8 FM# 447809-1-52-01 Page 9 of 13 fiscal years, funds approval from the Department's Comptroller must be received each fiscal year prior to costs being incurred. 15. In the event that this Agreement is in excess of $25,000, and the Agreement has a term for a period of more than one year, the provisions of Section §339.135(6)(a), Florida Statutes, are hereby incorporated into this Agreement and are as follows: "The department, during any fiscal year, shall not expend money, incur any liability, or enter into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for expenditure during any such fiscal year. Any contract, verbal or written, made in violation of this subsection is null and void, and no money may be paid on such contract. The department shall require a statement from the comptroller of the department that funds are available prior to entering into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts for periods exceeding 1 year, but any contract so made shall be executory only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years; and this paragraph shall be incorporated verbatim in all contracts of the department which are for an amount in excess of $25, 000 and which have a term for a period of more than 1 year." 16. Nothing in this Agreement shall be deemed or otherwise interpreted as waiving the Department's sovereign immunity protections, or as increasing the limits of liability as set forth in Section 768.28, Florida Statutes. 17. A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and executed with the same formality as this Agreement. 18. This Agreement shall be governed by the laws of the State of Florida. Any provision hereof found to be unlawful or unenforceable shall be severable and shall not affect the validity of the remaining portions hereof. Venue for any and all actions arising out of or in any way related to the interpretation, validity, performance or breach of this Agreement shall lie exclusively in a state court of appropriate jurisdiction in Leon County, Florida. 19. No term or provision of this Agreement shall be interpreted for or against any party because that party's legal counsel drafted the provision. 20. In accordance with Executive Order No. 11-02 the Department's Vendor/Contractor(s) shall utilize the U.S. Department of Homeland Security's E-Verify system, in accordance with the terms governing use of the system, to confirm the employment eligibility of; Rev. 03/24 9 FM# 447809-1-52-01 Page 10 of 13 i. all persons employed by the Vendor/Contractor during the term of the Contract to perform employment duties within Florida; and ii. all persons, including subcontractors, assigned by the Vendor/Contractor to perform work pursuant to the contract with the Department. 21 All notices required pursuant to the terms hereof, shall be in writing and shall be sent by first class United States Mail, facsimile transmission, hand delivery or express mail. Notices shall be deemed to have been received by the end of five (5) business days from the proper sending thereof unless proof of prior actual receipt is provided. Unless otherwise notified in writing, notices shall be sent to the following: To the City: City of Miami Department Head, Resilience and Public Works Miami Riverside Center 444 S.W. 2nd Avenue, 8th Floor Miami, Florida 33130 To the Department: Director of Transportation Operations State of Florida, Department of Transportation 1000 N.W. 111th Avenue Miami, Florida 33172 22. The City, by and through Resolution No. , attached hereto as Exhibit " has duly authorized the execution and delivery of this Agreement and agrees to be bound by the terms hereunder, and has further authorized the Mayor or his designee to take all necessary steps to effectuate the terms of this Agreement. Rev. 03/24 10 FM# 447809-1-52-01 Page 11 of 13 IN WITNESS WHEREOF, the parties hereto have executed this Agreement on the dates exhibited, by the signatures below. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION By: Name: Title: Director of Transportation Operations Date: Attest: Name: Title: Department Legal Review: By: Name: Rev. 03/24 11 FM# 447809-1-52-01 Page 12 of 13 By: Name: Title: Department Head, Resilience and Public Works Date: Attest: Name: Title: Approved as to form and legality: By: Name: Rev. 03/24 12 FM# 447809-1-52-01 Page 13 of 13 Exhibit A Rev. 03/24 13 141 R/V/ LINE LIMITS OF MILLING AND RESURFACING 62.61' LT, INATCH EXIST_ END C&G TYPE F A51.66 MATCH EXIST END CONIC . SIDEWALK +49. 73 MATCH EXIST. RAW LINE BEGIN CONC. SIDEWALK +34.52 MATCH EXIST. BEGIN C&G TYPE F r- +34.28 14ATCH EXIST. 11 (l 1) I1 II 141 REPLACE LIGHTI/IIC PULLBDX 142 -BEGIN PROJECT BEGIN MILLING & RESURFACING STA. 140+94.00 MATCH EXIST. 4 +91. 20 15" SS- - 143 INSET B STA. 144+86.96 45. 53' LT MATCH EXIST. SIDEWALK STA. 144+90.07 39.37' LT PC STA. 144+87.16 37.62' LT BEGIN C&G TYPE F +86. 42 MATCH EXIST. BEGIN CONC. SIDEWALK 188.33 MATCH EXIST. R/VV-LINE STA. 144+95.49 54 90' LT PC STA. 145+05.20 55.02' LT STA. 145+03.67 54.55' LT fL +99.75 H/IV LINE 3.7 CONC. SIDEWALK +03.11 INATCH EXIST. END C&G TYPE F +03.20 MATCH EXIST. SEE INSET B R/W LINE END CDNC. SIDEIIVALK BEGIN CONC. SIDEVIALK +01.03 +86.75 PATCH EXIST INATCH EXIST. EN&G TYPE F BEGIN & TYPE F +02. r6/VV LANE +83.46 HATCH EXIST.MATCH EXIST. I 4U-`L-/-�,.,,,un,,+ rya REP✓44CE LWCHTING PULLB011 Sr N254'7'01 REPLACE LIGHTING PULLBDX 11 11 E4.OI5 CONC. SILJ V1ALK I�l R/I/' LINE LI +80.50 INATCH EXIST. BEGIN C&G TYPE F +82.23 OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED ATCH E IST. R/W LINE EXHIBIT A - SHEET 1 OF 14 AUTOMATION CHEVROLET CORAL GABLES LEGEND DENOTES MILLING & RESURFACING DENOTES WIDENING DENOTES DETECTABLE WARNING DENOTES 6" CONCRETE 0 DENOTES VVH TEST REPLACE PULLBDX END CONC. SIDEWALK +96.93 INATCH EXIST. END C&G TYPE F +99.24 INATCH EXIST. RAG LINE Att AMAli nsial OIVATER VALVE TO BE ADJUSTED BY WASD OSANITARY MANHOLE TO BE ADJUSTED BY WASD 0 INANHOLE TO BE ADJUSTED ❑# SEE TREE DISPOSITION DETAIL SHEET 0 10 40 Feet !UNITS OF MILLING AND RESURFACING ▪ 62.04' LT. • MATCH EXIST, R/VV LINE REPLACE LICHTINC PO,LT,BOX P BEGIN WIDENING -I BEGIN 4' TYPE D/ OPTION II +8000 TRAFFIC SEPARATOR /7.68' LT. +80.00 144 INATCH EXIST. SURVEY SR'953� rl I BEGIN WIDENING +80. 00 SR 953/IJEJEUNE RD/SVV 42 AVE 8.22' RT. SS- -i 4L +41 03 +94 15 REPLACE LIGHTING PULLBDX REPLACE LIGHTING PULLSOX °/W LINE END LDNC. SIDEWALK +56 INATCH EXIST_ END CSC TYPE F +53.83 MATCH EXIST. R/4I LINE BEGIN CONC. SIDEWALK 137.01 INATCH EXIST. END CONC SIDEWALK BEGTIPZ GG' TAPE-F +82.28 MATCH EXIST. l4.ECIN CONE. SIDEVIALK +83.87 MATCH EXIST. R/V/ LINE END C&G TYPE F +00. 36 MATCH EXIST. BEGIN C&G TYPE F +98.60 I. +34.81 MATCH EXIST. INATCH EXIST. R/18 LINE 1,1 LIMITS OF KILLING AND RESURFACING 65.90' RT. MATCH EXIST. 0.02 INAX CROSS -SLOPE IN ANY DIRECTION PC STA. 145+37.85 52.66' RT. MATCH EXIST. DRIVEWAY INSET A VVH TEST #16A VVH TEST #16 8- 4/W LINE In 0.02 I'4AX CROSS -SLOPE 1:12 RAMP SLOPE PT STA. 145+52.82 37..38' RT. 0.02 INAX5 C4055-SLOPE IN ANY DIRECTION INATCH EXIST. 4/W LINE 7' TOP LANDING 4' BOTTOM LANDING TRANSITION A. 4 +96.2 y y fL + ,99 97 BEGIN C&6 TYPE F +39,39 MATCH EXIST. BEGIN CONC. SIDEIIVALK +41.39 MATCH EXIST. END CSC TYPE F +53.73 INATCH EXIST. END CONC. SIDEWALK 455.59 MATCH EXIST R/VV LIVE its REPLACE LIGHTING ti REPLACE LIGHTING P LLBOX N LINE END CONC. SIDEWATIT +61. 27 MATCH EXIST. END C&G TYPE F +55.82 MATCH EXIST. SEE INSET 4 In BEGIN CONC. SIDEWALK p +39.85 INATCH EXIST BEGIN C&G TYPE F +. INATCH3790 EXIST. R/V1 LINE LIINITS of MILLING AND RESURFACING 72.91' 4T. INATCH EXIST. MATCHLINE STA. 146+20.00 RAINON TESONE. P.E LICENSE NUINBER56070 ALAVAREZ ENGINEERS, INC. R935 N.VI. 35 L.N., SUITE 101 DORAL, FL 33172 O.EP,1 STATE, OF Fr LIETD/ ENT OF TE,4ASPO9T,ATEON ROAD NO SR 95 MIAMI-DADE FINANCIAL PROJECT ID 447809-1-52-01 ROADWAY PLANS SHEET NO. 7 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE F1G15-23.0 LIMITS OF MILLING AND RESURFACING 63.82' LT. MATCH EXIST. RAW LINE END C&G TYPE F +62.47 MATCH EXIST. END CBNC. SIDEWALK +60 46 MATCH EXIST. R/I// LINE BEGIN CONC.. SIDEVALK + 45.46 WATCH EXIST BEGIN C&G TYPE E +46.50 R/VV LINE ('MATCH EXIST. 7 QC W Ln mil G 05, 9T ii 9 .... -,.. 8E -.14, ,G&n„T.KP.E:: F +28.66 2' RT. 0 REPLACE LIGHTING PULLBOY 9 t hkLL60,(' '•^ ,AL °{FE. AIGH.L_l,/�JG.P.IJLLBy"�Y............. .... .... .o:. .. ,.REALAGE,.L{GHTFNfn,�P END. 050 Ps,...�„ + - ..� E7. 6&G TYPE F EZL,LT 0994 BEGIN C&G TYPE F +73.EE 782t LT. - 0. 39Lrr.-f77.42 MATCH EXIST. END C&G TYF1, F BEGIN VIDEN/NG 2.79' RT. © ® +78.16 - hP +06.g2 MATCH EX:FST 4�, 7 70' LT R/Vl LINE BEGIN C&G TYPE F +98 44 WATCH EXIST. BEGIN GONG. SIDEWALK 00.45 MATCH EXIST. R/I/V LINE LIMITS OF MILLING AND RESURFACING 63.50' LT. I. MATCH EXIST. V1 R/Vl LINE 45 END C&G TYPE F +27.55 WATCH EXIST - END CONC. SIDEWALK +25.51 (=MATCH EXIST. END C&G TYPE F R/IV LINE + 13.49 (=MATCH EXIST. BEGIN GONG. SIDEWALK END GONG. SIDEWALK +10.29 16.24 MATCH EXIST. MATCH EXIST. BEGIN C&G TYPE F +09 515 R/VV LINE I R/VV LINE 4 MATCH 5EXIST. WON - 36 55 _ N2'S475/V __ END 4' TYPE IV OPTION II BEGIN C&G TYPE•F TRAFFIC SEPARATOR +7640 +28.66 MATCH EX157. 4.22' RT. BEGIN WIDENING END WIDENING 5 +7�.41 +28.66 REPLACE LIGHTING PULLBOX i1' 7.71.' RT. 8.22' RT. 4-847 4 - - P//VIrC1s1E 4r ®� 6l' RT -BEGIN CONC SIDEWALK i V. +41 51 ` g 456.15 MATCH EXIST.1414 IF IMATCH EXIT. BEGIN C&G TYPE F00 END CONC. SIDEWALK 55150. L+44.62 MATCH EXIST. R/Ill LINE EXIST. PTINS NO. 870026 SEE NOTE A/ END CONC. SIDEWALK BEGIN CONSIDEWALK +58.71 C. +35.87 MATCH EXIST. WATCH EXIST. END C&G TYPE F +60.75 55.97' RT. R/VV LINE . +06.82 8.09' R ENI WIDENING/ +91W44 / 7.7A 4T. 5/EPLACE LIGHTING LBO 67. 61 +22 86 0 10 40 Feet R/1V LINE BEGIN C&G TYPE F +63.18 MATCH EXIST. BEGIN CONC. SIDEWALK +65.1 1 MATCH EXIST. R/W LAVE END C&G TYPE F +78.77 MATCH EXIST. END CONC - SIDEIVALK 81.23 HATCH EXIST. R/W LINE .. T.Sti' ... GfEj1PSAGE 4EfGHII!01G-416L6N-0X...cc .. END WIDENING 1 - END C&G TYPE F ® ® m m ® MATCH MATCH EXIST. +29.36 • --42" SS--�-1 BEGIN 3.8' TYPE IV OPTION II SPECIAL TRAFFIC SEPARATOR 36-477 kW SURVEY SR 953 4.19' RT. SEE SPECIAL DETAILS"A" +77.42 8.09' RT. 9 END 3.5' TYPE IV OPTION II SPECIAL TRAFFIC SEPARATOR +77.42 4.19' RT. 4>' OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED EN CONC *DENALI('+] 4 MATCH EXIST. END C&G TYPE F +15.11 MATCH EXIST. BEGIN CONC. SIDEWALK +99.10 MATCH EXIST. BEGIN C&G TYPE F +97. 13 59.50' RT. P,/V/ LINE LIMITS OF MILLING AND RESURFACING 60. 43' RT. MATCH EXIST. R/W LINE EXHIBIT A - SHEET 2 OF 14 ENN Ea SR 953/LEJEUNE RD/SVV 42 AVE DENOTES /'MILLING & RESURFACING DENOTES WIDENING DENOTES SOD DENOTES DETECTABLE WARNING DENOTES 4" CONCRETE DENOTES 6"CONCRETE R/W LINE NOTE EXCAVATE 3', OR UNTIL NATURAL GROUND IS FOUND, TO PROVIDE FILL FOR GRASSED EMBANKMENT. LEGEND V/ATER VALVE TO BE ADJUSTED BY NASD SANITARY ?MANHOLE TO BE ADJUSTED BY NASD MANHOLE TO BE ADJUSTED E SEE TREE DISPOSITION DETAIL SHEET RAMON TESONE. P.E LICENSE NUMBER' 56070 ALAV AREZ ENGINEERS, INC. 0935 N.V. 35 L.N., SUITE 101 DORAL, FL 33172 5 T.4 T2 OF FAO2.7C'A O.EE P, 12TR1/10, T OF TRAAb'PO8T4T(0N ROAD NO SR 95 MIAMI-DADE FINANCIAL PROJECT lD 447809-1-52-01 ROADWAY PLANS SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE G1G15-23.0 0 10 40 LIMITS OF MILLING AND RESURFACING 61.38' LT. MATCH EXIsr. R/VV LINE END CIO TYPE F +90.67 MATCH EXIST. END CONC SIDEWALK +88.56 MATCH EXIST. R/VV LINE BEGIN C&G TYPE F +75.28 MATCH EXIST. BEGIN CONC SIDEWALK •, I• 1/1 I/1 I / / _ R/W LINE BEGIN C&G TYPE F +2Z30 AurcH EX1ST. BEGIN CONC. SIDEWALK +29.30 MATCH EXIST. +29.67 48-70' LT. EL. 14. 18' R/W LINE L.84' 4284' LT. EL. 14.16' END C&G TYPE F A +448/ ARAN EYE ASSOCIATES LIMITS OF MILLING AND RESURFACING 60.47' ELT. MATCH EX I_T. R/W LINE END C&G TYPE F +56.36 57.66' LT. END CONC. SIDEWALK +54.47 MATCH EXIST. R/W LINE BEGIN C&G TYPE F +38.29 I• LI) / + V1 M 1 \ Feet R/W LINE BEGIN C&G TYPE F +91.25 60.47' LT, END CONC SIDEWALK 193.35 MATCH EXIST. P,/V/ LINE END C&G TYPE F +07.OS ETP +XI T /HATCH EXIST. LINE MATCH E(IST. ` i ,MATCH 4 END CON SIDEWALK R/IIVI LAK I O _ R/VVLIIJE9 jP6L141J ' i/V .rb \EGIIJ EXIST _�+••., MATCHLINE STA. 151+50.00 g7+3] 52 ,- qa_+ .r Sr J OIAATL6 MATCH EX LST G M o��-'l at �+50-0A .',�^!-..E �.t5�' ,,c ] BEGIN C6,6 ATC ST TYPE F ':. ,y. RT�P,=AGE PILLBOX �' END MATCH ..... .. _-U1..... I.I5HTII`7G 2 k EGIN 3 TYPE V OPTION TYPE +3� a •..+.� SPECIALT TRAFFIC SEPARATOR ro r�,, ...�,. �,,,:n �:,. .... REP�ALE LlGh END 3-8 TYPE IV OPTION II1 C' 5PE I41e.+TRAFFIC SEPARATOR PLLLBOXEND 4'3C&C, ' LT 6.+9 LT R PT SEE SPECIAL DETAIL B TIX 61H&EXIT EXIST F. BEGIN ATCH C&!ST FF F o ,u ..... ,... ,n �n�n + + v a u gg - ATCHLINE STA . xi - . _-=' l` _ - t. W�� BEGIN WIDENIN0 +3301 VH TEST 1717 +89.01 2.57' LT. 1 VVH TEST #18 0 22 RT.MATCH 39.0/ SR 953/LEJEUNE RD) SW 42 AVE /� BEGIN C&G TYPE F 1.06' LT 2 F-"r\__+94.01 o _ \ y_ \/ T �� 11XATCH EXI�Y. _ •.-.'...."" "o' "'..REPL'4C '11GH71NG"'Pll LY'EOX ° y "' �/ - 4 SURVEY SR 953 Q PC +52.26 6 0.01' RT. REPLACE LIGHTING _ `y PULLBOX P WATCH Ins:::::•:::::::: +28-06 SANITARY !NI/ERT _PC +73.16 ® 7 44' RT TEST 11 EXIST. - ^ ]9 n ' 4.34 EXIST. f �+N4 S2 ����_- �L lip �� 1 J * --� \y� +4949 t, ��� R/I/V LINE ` _ oft� µ 11 w _: BEGIN LDN.. SIDEWALK i R/W LINE +32.41 MATCH EXIST. y BEGIN G&GTYPE F +36.50 u% MATCH EXIST. N A 1 , _ = END C&G TYPE F +06s4 PATENT & TRADEMARK CENTER MATCH EXIST. ENO CONC. SIDEWALK END CONC. SIDEWALK OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED *51.80 MATCH EXIST. +04.78 MATCH EXIST. BEGIN CONC. SIDEV/ALK I THE END C&G TYPE F 53.96 I MATCH EXIST. R/uu LINE+59.76 GABLES SURGICAL CENTER III _ _ VI ,1- In +91.91 WATCH ExIST. IGLESIA BAUTISTA BEGIN C&G TYPE F LIBRE EBENEZER MATCH EXIST. IMLINE L75 OF MILLING AND RESURFACING &0=1I.17' RT. MATCH EXIST. LEGEND DENOTES /'/TILLING & RESURFACING Oj WATER VALVE TO BE ADJUSTED BY NASD Y�Vy NOTE /)\/ VI DENOTES WIDENING O SANITARY MANHOLE TO BE ADJUSTED BY NASD EXCAVATE 3', OR UNTIL NATURAL GROUND 1::-.,;,:l DENOTES SOD I5 FOUND, TO PR01/IDE FILL FOR GRASSED El'1BANK1'1ENr. tilt DENOTES DETECTABLE WARNING 3 MANHOLE TO BE ADJUSTED �{�{�{�{� EXHIBIT A - SHEET 3 OF 14 I.-.° DENOTES 6" CONCRETE E SEE TREE DISPOSITION DETAIL SHEET 0 DENOTES VVH TEST REVISIONS ENGINEER OF RECORD STATE OF FPO2.(i'A OEP.ART117:2,T OF TRAITS PORTA ITC/A' �+ ROADWAY PLANS SHEET N0. DATE DESCRIPTION DATE DESCRIPTION RAMON TESONE. P.E LICENSE NUMBER 56070 ALT/AREZ ENGINEERS, INC. 9935 N.VI. 35 L.N., SUITE 101 DORAL, FL 33172 ROAD NO. COUNTY FINANCIAL PROJECT ID y SR 953 MIAMI-DADE 447809-1-52-01 LIMITS OF MILLING AND RESURFACING 60.28' LT. MATCH EXIST. R/I/V LINE END COG TYPE F +19.17 58.98' LT. END CONC. SIDEWALK +17.11 MATCH EXIST. R/bil LINE BEGIN C&G TYPE F 01.79- 14ATCH EXIST. BEGIN CONC. SIDEWALK +97.09 9ArC4 XIST 1 O ICI 92 W F' RAW LINE N BEGIN COG TYPE F +55-15 L01 MATCH EXIST. _ BEGIN CONC SIDEWALK +57.26 WATCH EXIST, 1.110 ff\ 7 R59 6 ♦:., ,�. L t(1"f(25 R/IV LINE END CONC. SIDEWALK 173.57 MATCH EXIST. END C&G TYPE F +72.27 MATCH EXIST. By LINE FLORIDA POWER & LIGHT ea- 0 10 40 Feet ..,.REPLACE IGHTING ULLBcy. END C&G TYPE F 2 +42.68 MATCH EXIST] ,,. ,,...,; ....I .. ,.. et ..e .... Ell El WI mainmag REPLACE LIGHTING PULLe0X S3N/TARY INVERT TEST.' O J2'54`7110-- EXIST. TRAFFIC ND C&G TYPE F SEPAR3TOP. -632.36 (TO BE REMOVED) - I'i1ATCH EXIST. VVIi TEST #19 -VVH PEST #20 REPLECE LIG,0D11V5 PULL200 E LACE LIGHTING PUL BO cOl Itt Fff -C[ W 0- N 05 0 PT +30.63 5.08' LT. 42" 5S'0- - SURVEY SR 953 SR 953/LEJEUNE RD/SW 42 AVE PCf�1 O.tY4' R7X SANITARY INVERT Ttll/5T #3 REPLACELIGHTING PULLBO A. R _ END LONCSIDEWA. LK !. ® +4305 F 06 MATCHTT ENDCOG E37. TYPE F +d7.02 HATCH EXIST. +25.07 BEGIN CONC. SIDEWALK +21.36 MATCH EXIST. BEGIN C&G TYPE F +19.42 MATCH EXIST. R/W LINE SANITARY INVERT TEST #2 LIMITS OF MILLING AND RESURFACING 60.62' RT. MATCH EXIST. END COG TYPE F +83.05 UNIVIDA MEDICAL CENTER WATCH EXIST. END CONC. SIDEWALK 81.05 MATCH EXIST. R/W LINE BEGIN C&G TYPE F +67.92 MATCH EXIST. R/W LINE BEGIN COMIC. SIDEWALK +66.75 MATCH EXIST. H RAW LINE _...--Ec7N C&G +YPEI y'r-, MATCH EXIST. BEGIN CONC. SIDEWALK +94.94 MATCH EXIST. R/IlV LINE A C,7'/' -- +14.26 43 LT. VH TEST I721 PROP COE TYPE VVH TES1._#24, -. T +2464 -VVH TEST #23 45' 4F. ' a) END CONC. SIDEWALK +11.76 WATCH EXIST. END C&G TYPE F V� +13.76 60.19' RT. N OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED EXHIBIT A - SHEET 4 OF 14 R/W LINE MI TA 0 05 1%91-1TEST #22 BEGIN WIDENING +64. 49 7.47' RT. EPLALE'Y0GHTINI0P 00815X m END OPNG. SIDEWALK 67.010 MATCH EXIST. END C&G TYPE F +65.28 MATCH EXIST. RSV LINE @ +53.94 BEGIN CONC. SIDEWALK 52.25 MATCH EXIST. BEGIN C&C TYPE F 150.23 6034' RT R/VV LINE LIMITS OF WILLING AND RESURFACING 63.32' RT. MATCH EXIST. LEGEND # DENOTES MILLING & RESURFACING DENOTES WIDENING DENOTES SOD DENOTES DETECTABLE WARNING DENOTES 6" CONCRETE DENOTES VVH TEST R/II/ LINE SEE TREE DISPOSITION DETAIL SHEET WATER VALVE TO BE ADJUSTED. BY WASD SANITARY MANHOLE TO BE ADJUSTED BY NASD MANHOLE TO BE ADJUSTED ELECTRIC MANHOLE TO BE ADJUSTED BY FPL WATER METER BOX TO BE ADJUSTED BY NASD MATCHLINE STA. 163+00.00 RAMON TESONE. P.E LICENSE NUMBER 56070 7 TV PREZ ENGINEERS, INC. 6935 N.VI. 35 L.N., SUITE 101 DORAL, FL 33172 STATE OF FP U2W I OEE P, I ST.I17U. aT OF TRA5SPU 2T, ITT ROAD NO SR 95 MIAMI-DADE FINANCIAL PROJECT lD 447809-1-52-01 ROADWAY PLANS SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE F1G15-23.0 63+00.00 MATCHLINE STA END C&G TYPE F -L14.49 7.43 LT. BEGIN 4' TYPE IV OPTION II TRAFFIC SEPARATOR 3.93 LT. 4164 CONST. CONC. JACKET CONST. 3 LF OF 42" PIPE CONST. Ci3NC. JACKET END C&G TYPE F +14.49 2.43' LT. VI TEST #25 COIIIST. 36' LF OF 18" PIPE L 8 50 END 4' TYPE IV OPTION II TRAFFIC SEPARATOR +84.37 MATCH EXIST. fi4 END WIDENING +41.62 7.47' RT. LIMITS OF MILLING AND RESURFACING 89.04' LT. MATCH EXIST. END CONC. SIDEWALK +01.07 99.20' LT. BEGIN CONC. SIDEWALK +00.64 WATCH EXIST. END C&G TYPE F +02.61 I'AATCH EXIST. R/W LINE END CONC. SIDEWALK +92.73 1.14TCH EXIST. BEGIN C&G TYPE F +86.33 MATCH EXIST. BEGIN CONC. 51DEINALK +73.66 MATCH EXIST. 4/W LINE Rrocmey SURVEY SR 953 1 TRAFFIC SEPARATOR / / BEGIN STA. SANITARY INVERT TEST/#3 / S N2°54'7"W REPLACE 10' OF EXIST. SR 953/LEJEUNE RD/SVV 42 AVE `\ Iffi_ 141 BEG/ 9/8CL NE K +78.O8 MATCH EXIST. EXIST. ALUMINUM GUIDEP.AIL (TO 8E RELOCATED AT SAI'9E LOCATION) BEGAN CONC SIDEWALK +95.39 MATCH EXIST. END CONC. SIDEWALK SPECTRUM AESTHETICS REGIONS BANK +91. 79 MATCH EXIST. END CONC. SIDEWALK +97. 75 MATCH EXIST. / R/VV LINED OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED NOTE EXCAVATE 3', OR UNTIL NATURAL GROUND IS FOUND. TO PROVIDE FILL FOR GRASSED EINBANKI'AENT. LIMITS OF MILLING AND RESURFACING MATCH EXIST.. 5R 968/W FLAGLER SF II/////////, //17///77 III P III EXHIBIT A - SHEET 5 OF 14 SR 968/V III III fi=SGia� 0 R/W LINE -VVH TEST #1 VVH TEST #1A R/I0V LINE / 48"S5 0 10 40 Feet SR 953/LEJEUNE RD/NW 42 A$4E VVH TEST #2 +S 1.RIJ TIF /./'9—R/V/ LINE WATCH EXIST. EXIST. (16) 1.5" HOPE DUCT TO BE RELOCATED BY TCA (AT&T) END C&G TYPE F +74.88 MATCH EXIST. R/VV LINE BEGIN CONC SIDEWALK +55.99 MATCH EXIST. BEGIN C&G TYPE F +53 77 MATCH EXIST. P,/W LINE DENOTES MILLING & RESURFACING DENOTES WIDENING DENOTES 50D DENOTES DETECTABLE (YARNING DENOTES 6" CONCRETE DENUTE5 VVH TEST LEGEND OWATER VALVE TO BE ADJUSTED BY WASD OSANITARY MANHOLE TO eE ADJUSTED BY WASD MANHOLE TO BE ADJUSTED 11 WATER LINE TO BE RELOCATED BY WASD 13 FIRE HYDRANT TO BE RELOCATED BY WASD RAMON TESONE. P.E LICENSE NUMBER56070 ALA/AREZ ENGINEERS, INC. 8935 N.VI35 L.N., SUITE 101 DORAL, FL 33172 STATE, OF FA O2.7C'A O.EP.l2T'ItENT OF TINAASPUSTAT5UN ROAD NO SR 95 MIAMI-DADE FINANO-AL PROJECT lD 44780'94-52-01 ROADWAY PLANS SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE F1G15-23.0 68+60.00 END CONC. SIDEHVA +31.8' 167.05' LT BEGIN CONC. SIDEO.'4L +3 4 172.05 L LII=11T5 OF MILLING A D RESURFACI 95' MATCH EX1. RAW LINE END CSG TYPE F +30.62 MATCH EXIST. END CONC SIDEWALK +28.48 MATCH EXIST. BEGIN C&G TYPE F +13.91 MATCH EXIST. BEGIN C&G TYPE F +10.23 MATCH EXIST. /W LINE T Q-! �vvH TFCT xX� 5/ / REPLACE LIGHTING CHIPOTLE MEXICAN GRILL /-R/BEGIW LNE N CONC. SIDEWALK +88.67 I=LATCH EXIST. INSET C C END CONC. SIDEWALK +16.27- MATCH EXIST. END C&G TYPE F +16.28 MATCH EXIST. END CONC. SIDEWALK HATCH EXIST. STEPS +94.26 BEGIN C&G TYPE F MATCH EXIST. +91.28 MATCH EXIST. BEGIN CONC. SIDEWALK +62.63 MATCH EXIST. VVH TEST #3- BEGAN C&G TYPE F +96.74 INPTCH EXIST. SUFVEY 5R 953 SEE INSET C BEGIN C&G TYPE F +97.56 MATCH EXIST. +02.66 PROP. EL. 8.16' CU STA. 171+02.28 0.02 MAX CROSS SLOPE IN ANY DIRECTION STA. 171+02.57 2.87' LT. EL. 9.22 STA. 171+03.10 BEGIN C&G TYPE F +85 79 MATCH EX15T. +87.30 EL. 8.20' BEGIN CONIC. SIDEWALK +91 78 MATCH EXIST. VVh' TEST #4 END CSC.' TYPE +22.38 MATCH EXIST. END CONC. SIDEWALK +22.37 MATCH EXIST. GENERAL CONSULATE OF ECUADOR OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED EXHIBIT A - SHEET 6 OF 14 STARBUCKS 5r +03.77 END C&G TYPE F +07.84 MATCH EXIST. LIMITS OF MILLING AND RESURFACING 66.44' LT. MATCH EXIST. RAW LINE END C&G TYPE F +49. 74 MATCH EXIST. END CONC. SIDEWALK +47 75 MATCH EXIST. RAW LINE BEGIN C&G TYPE F +34.61 I=1ATC4 EXIST. BEGIN CONC. SIDEWALK +29.76 MATCH EXIST. R/V' LINE �.o REPLASS LIGHTING PULL007 END CSG TYPE F +08. 59 MATCH EXIST. fL +03. 10 N3"2'52"VV SR 953/LEJEUNE RD/NW 4? AVE +03.00 REPLACE LIGHTING PULLBO1Y REPLACE LIGHTING PULL80X 0} RAW LINE BEGIN C&G TYPE F +40.05 MATCH EXIST. BEGIN (ONO SIDEWALK +40. 44 INPTCH EXIST_ fL +53.24 END C5NC. SIDEWALK +55.5R MATCH EXIST. ENO C&G TYPE F +57.53 WATCH EXIST. RAW L/IJE fL +88.75 ' +46.37 0 10 40 Feet r R+8 ,04E I///l BEGAN C&G TYPE F 4 MATCH 'TiH EXIST. BEGIN CONC. SIDEWALK r 87.28 HATCH EXIST. R/IV LINE END CONC. SIDEWALK 96.48 MATCH EXIST. END C&G TYPE F +00.63 MATCH XISTIII DENOTES I'0ILLING & RESURFACING DENOTES DETECTABLE WARNING DENOTES 4" CONCRETE DENOTES 6" CONCRETE Q DENOTES VVH TEST PLACE LIGHTING PULMONARY PHYSICIANS RAW LINE REPLACE INLET TOP J(d. TYPE. 5.,8N1ET I`EL. 7.60' v 755 I a 48 SS -- REPLACE LIGHTING/ PULLBOX \k E END CONC. SIDEWALK +19.36 PATCH EXIST. END C&G TYPE F +08.74 WATCH EXIST. BEGIN CONC. SIDEWALK 94.52 MATCH EXIST. BEGIN C&G TYPE F +92.52 MATCH EXIST. RAW LINE LIMITS OF MILLING ANDRESURFACING C7.01 RT. MATCH EXIST. LEGEND OV/ATE° VALVE TO 8E ADJUSTED BY VVASD OSANITARY MANHOLE TO BE ADJUSTED BY WA_D MANHOLE TO BE ADJUSTED SEE TREE DISPOSITION DETAIL SHEET RAMON TESONE, P.E LICENSE NUMBER56070 PLCVAREZ ENGINEERS, INC. 8935 N.VI35 L.N., SUITE 101 DORAL, FL 33172 STATE OF FP O2lZA O.FE P,l 2T'It10, OJT OF TRA5b'PO8T.AT70N ROAD No SR 95 MIAMI-DADE F/SANCEAL PROJECT lD 447809-1-52-01 ROADWAY PLANS SHEET NO. 12 THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE F1G15-23.0 LIINITS OF MILLING ANDRESURFACING 66 65' LT. WATCH EXIST. R/VV LINE END C&G TYPE F +68.57 WATCH EXIST. END CONC. SIDEWALK +66.57 MATCH EXIST. R/VV LINE BEGIN C&G TYPE F MATCH EXIS+55.J9 ii, T - � BEGIN CONC. SIDEIIVALK; tal +51 7liffill MATCH EXIST , R/IlV LINE —,, ! IOW 2 +GC 29 • REPLACE LI(p0TIIVC PULLSOX �R/W LINE EL CAR WASH END CONC. SIDEWALK +99.32 WATCH EXIST, —EXIST. PTMS NO. 8711027 (SEE NOTE 0) BEGIN CONC. SIDEWALK 93. 12 I'NATCH EX15T. T—M08ILE 4/W LAVE BEGUN C&G TYPE F +04.70 MATCH EXIST. BEGIN CONC. SIDEV/ALK +06.70 MATCH EXIST. 4/IN LINE END CONE_ SIDEV/ALK +19.06 MATCH EXIST_ END C6,6 TYPE F +18.77 -MATCH EVI4ST_* SURI EY 5R 953 OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED 77 /J3`2'521/V EXHIBIT A - SHEET 7 OF 14 PATTY'S PLAZA LIMITS OF I'NILLING AND RESURFACING, 92. 10' LTA- MATCH EXIST.`,' END CONC. SIDEWALK +89. 69 119.64' LT. BEGIN CONC. SIDEWALK +89, 4 106.01' LT. R/IV LINE END C&G TYPE F +88.85 I'NATCH EXIST. END CONC. SIDEIiVALK +87. 30 WATCH EXIST. VVH TEST #6 BEGIN C&G TYPE F +67.18 WATCH EXIST. VH TEST #5 BEGIN CON. SIDEWALK +59. 75 MATCH EXIST. R/W LINES 48° SS__ REPLACE 10' OF EXIST. TRAFFIC SEPARATOR BEGIN STA. 178+05.20 SR 953/LEJEUNE RD/NW 42AyE BEGIN C5G TYPE F +33.89 MATCH EXIST. R/W LINE BEGIN IHOP ONC. SIDEWALK I'NATCH EXIST PC +45.13 R/W LINE PERPETUAL EASEI,IENT (PARCEL 803 O.R.B. 30471, P.G. 16842 24.2 VVH TEST #12 — VVH TEST #13 ni7 END CONC. SIDEWALK +57.10 MATCH EXIST. END C&G TYPE F +58.98 MATCH EXIST. EXIST. DRIVEWAY (TO REMAIN) R/V1 LINE — LIIMIITS OF MILLING AND RESURFACING 97.42' RT. I'NATCh' EXIST. DENOTES MILLING 5 RESURFACING W DENOTES DETECTABLE ARNING DENOTES 4" CONCRETE DENOTES 6" CONCRETE O DENOTES VVH TESTI IFSEE TREE DISPOSITION DETAIL SHEET 0 1J 4 Feet BEGIN CONC. SIDEWALK +22. 34 I'NATCH EXIST. R/Vl LINE BEGIN C&G TYPE F +2.01 MATCH EXIST. PERPETUAL EASEMENT (PARCEL 802 O.R.B. 3034B, P.G. 4647) —R/W LINE END CONC. SIDEWALK +45.20 MATCH EXIST. END C6G TYPE F +45 71 CH-E X-FST R/VV LINE � T�lrf+cl-- EPtM1RATOR�, �N3"2.4i2"Vk ', N3"2'52"l EG1N i. 8169 4CE LIGH.TRNG END C&G1 TYPE F P1J5L80X (07.9(1 - WATCH E(IIST LINE VVH TES4 #85' VIVH TES5I '#7 VI'H TEST +'8=, A` VVH TES;#'11 VVH TESS lt0 +G07L}' LEGEND 1- 52 Z S VH TEST #8 VVH TEST #BA BEGUN C6 TYPE F +26.65 WATCH EXIST. R/Ill LINE PERPETUAL EASEMENT (PARCEL 604 O.R e_ 30435, P.G. 968J BEGIN CONC. SIDEWALK +96 66 I'NATCH EXIST. BEGIN C1G TYPE F +9487 MATCH EXIST. R/VV LAVE x —IX5= TYPE F +51 70 WATCH EXIST. END CONC. SIDEWALK 51.36 MATCH EXIST. WATER VALVE TO BE ADJUSTED BY VVASD SANITARY I'NANHOLE TO BE ADJUSTED BY WA_D MANHOLE TO BE ADJUSTED WATER METER BOX TO BE ADJUSTED RAMON TESONE. P.E LICENSE NUMBER 56070 ALV ARES ENGINEERS, INC. 8935 N.VI35 L.N., SUITE 101 DORAL, FL 33172 8'T,ATF OF FAO2/C'A 07" 2'Tit 5?aTOFTRA 50PU0T ITT ROAD NO SR 95 MIAMI-DADE FINANCIAL PROJECT lD 447809-1-52-01 ROADWAY PLANS SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE G1G15-23.0 NE STA. 17 END CONC. SIDEWALK +11.31 MATCH EXIST. END C&G TYPE F +93.55 WATCH EXIST. BEGIN CONC. SIDEWALK +90.61 MATCH EXIST. R/V/ LINE BEGIN C&G TYPE F +90.29 LATCH EXISTL- 180 REPLACE INLET TOP IN/ TYPE 6 INLET EL. 4.18' REPLACE INLET TOP VI/ TYPE 6 INLET EL. 4.14' END 000 TYPE F +93.25 WATCH EXIST. BEGIN C&G TYPE F +90.26 MATCH EXIST. BEGIN CONC. SIDEWALK I48 TH, -E51ST V LIRE BEGIN &G TYPE F 09.25 MATCH EXIST. END CONC. SIDEWALK 351 LEJEUNE +09.25 MATCH EXIST. EXECUTIVE BUILDING END C&G TYPE F +12.32 MATCH EXIST. BEGIN C&G TYPE F +2n.16 MATCH EXIST. BEGIN CDNC. SIDEVVALK +24.06 /IATCH EXIST. 181 LIMITS OF MILLING AND RESURFACING 65.88' LT. WATCH EXIST. R/lip LINE END C&G TYPE F +06.82 MATCH EXIST. END CONC. SIDEWALK +04.76 MATCH EXIST. P/VV LINE BEGIN C&G TYPE F +91.06 MATCH EXIST. BEGIN CONC. SIDEVVALK +88.28 T-7 CH EXIST. INA CH EXIST. E�. 4.12' 5-5 END CONC SIDEWALK +4/.55 MATCH EXIST. R/VV LINE DgND C&G TYPE F' +12.56 WATCH EXIST. BEGIN C&G TYPE F +09.58 MATCH EXIST. REPLACE L1GHT140 PULLB0;( REPLACE LIGHTING PULLBOX +33.92 149.24' :.PT) RAP.�l.�-3Fi� II +34.60 2 Rt 5- In 00 00 Z OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED r2' .1:144419. END CONE. TILDE -WALK ` 4/W LINE BEGIN --' +9422 WATCH EXIST. END C&G TYPE F WELLS FARGO +92.58 BANK MATCH EXIST. BEGIN CONC. SIDEWALK +74-51 MATCH EXIST. BEGIN C&G TYPE F +72.64 MATCH EXIST. P/10 LINE LIMITS OF MILLING AND RESURFACING 71 35' RT. WATCH EXIST. END C&G TYPE F +43.83 EL 4.50 MATCH EXIST. 9- 35 00 S Z +03.31 SURVEY 5R 952, R/Vl LINE BEGIN C&G TYPE F +42.63 /4400H EXIST. BEGIN CONC. SIDEV/ALK +44.54 THATCH EXIST. -R/W LINE END EEG TYPE F +57.84 MATCH EXIST. END CONC. SIDEWALK +63.80 MATCH EXIST. BEGIN CONC. SIDEWALK +92.23 INATCH EXIST. BEGIN C&G TYPE F +92.22 I'/IATCH EXIST. CHECKERS 0 10 40 Feet P,/V0 LINE END C&G TYPE F +26.2 MATCH EXIST. END CONC. SIDEWALK +24.1 MATCH EXIST. +23.94 END CONC. SIDEWALK +54.99 MATCH EXIST. END C&G TYPE F +54.99 iMATCH EXIST. RAY LINE -------- 1N"7i TC?I EXIST. N3`2'52" IlV SR 953/LEJEUNE RD/NW REPLACE LIGHTINC PULLBOX EXHIBIT A - SHEET 8 OF 14 WIN LINE BEGIN C6G TYPE F 4-13.37 MATCH EXIST BEGIN CO/VC. SIDEWALK IT 0472 42 AVE // REPLACE LIGHTING PU BOX - 4 +s7.41 zrR 119) CONC. SIDEWALK +69 40 I'/IATCH EXIST. BEGIN C&G TYPE F +76.62 MATCH EXIST. END CONC. SIDEWALK +88.53 MATCH EXIST. 9/Vl LINE END C&C TYPE F +90.52 MATCH EXIST. 72414.1 ❑'4 LEGEND DENOTES MILLING & RESURFACING DENOTES DETECTABLE WARNING DENOTES 4" CONCRETE DENOTES 6" CONCRETE SEE TREE DISPOSITION DETAIL SHEET Ze= ',END CONC. „SIDEWALK +41.59 MATCH EXIST. END C&G TYPE F +39.48 MATCH EXIST. -R/W LINE BEGIN CONC. SIDEWALK 128.10 MATCH EXIST. BEGIN C&G TYPE F +26.06 l'/ATCH EXIST. R/W LINE LIMITS OF MILLING AND RESURFACING 6534' PT. /4400H EXIST. R/Il1 LINE WATER VALVE TO BE ADJUSTED BY VVASD OSANITARY MANHOLE TO BE ADJUSTED BY WASD OINANHOLE TO BE ADJUSTED OELECTRIC MANHOLE TO BE ADJUSTED BY AT&T TC4 B WATER METER BOX TO BE ADJUSTED /5 MATCHLINE STA. 185+40 RAMON TESONE, P.E LICENSE NUMBER56070 PLIVAREZ ENGINEERS, INC. 8935 N.VI35 L.N., SUITE 101 DORAL, FL 33172 STATE OF Fr0.7 1ZA O.FEP..12751137.'aT OF TRAAO''PU27'.ATEUAr ROAD No SR 95 MIAMI-DADE F/SANCIAL PROJECT lD 447809-1-52-01 ROADWAY PLANS SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE F1G15-23.0 O NE STA. 185+40.00 7- U1 R/IV LINE BEGIN C6G TYPE F Ln +61.10 WATCH EXIST. z BEGIN CONC. SIDEWALK +02. 99 MATCH EXIST. +63.07 R/W LINE END CONC. SIDEWALK 4 +78.44 MATCH EXIST. END C6G TYPE F um'Aa, +79. 40 ``� , EL. 5.26' B:1, . -,q/VV LINE " rSsoP���, �L REPLACE LIGHTIN5 '°ULLBG REPLACE LIGHTING PULL80) AkE: BEGIN C6G TYPE F 22. P8 I'NATCH EXIST. BEGIN CONC. SIDEWALK +23.63 WATCH EXIST. R/V/ LINE END CONC. SIDEWALK +40.4R MATCH EXIST. END C6G TYPE F +42.52 WATCH EXIST. R/111 LINE LIMITS OF PULLING AND RESURFACING 67.41' LT. MATCH EXIST. LIMITS OF MILLING AND RESURFACING 66.04' LT. MATCH EXIST. R/V/ LINE END C6G TYPE F +39.83 65.72' LT. END CONC. SIDEWALK BIG BROTHERS BIG SISTERS +37.86 MATCH EXIST_ OF MIAMI EXIST. HANDHOLE- (TO BE RELOCATED BY CROWN CASTLE) R/W LINE BEGIN C&G TYPE F +26.11 MATCH EXIST. BEGUN CONC. SIDEWALK RYA LINE L +23.14 P1.4T"'FTEXTS I RE LACE LIGHTING PULLBOX EN Y CONC. SIDEV1 +96.05 MATCH EXIST. END C6G TYPE F +91.41 WATCH EXIST. RAW LINE BEGIN CONC. SIDEWALK +81.17 MATCH EXIST. BEGIN C6G TYPE F +79.04 MATCH EXIST. Ul R/IN LINE LIMITS OF WILLING AND RESURFACING Ln +59.83 MATCH EXIST. z OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED RAY LAVE 7- E f%757 6.87 A'EiLAE LIGFIT5N'L" PULLSOX R/71 LINE BEGIN C&G TYPE F +75.35 MATCH EXIST. BEGIN CONC. SIDEWALK +77.35 MATCH EXIST. EXIST. FENCE (TO REMAIN) R/W LINE END CONC. SIDEWALK +88.40 i WATCH EXIST. ENO C&G TYPE F 9 +88 0 R/IV LINE MATLH rrs A- -� . AIA iz ��o� „., 8, ,,, �r -fir ACE LIGHTING PULL6 (0REPLPULLBOX [ ,. .....� e• .' N /\ / 7 0 10 40 Feet SHELL GAS STATION S °SL\ 189 \ } SR 953/LEJEUNE RD/NW 42 AVE REPLACE LIGHTING PULLBOX R/IN LINE BEGUN C6C TYPE F +80.93 MATCH EXIST. BEGIN CONC. SIDEWALK +82.62 INATCH EXIST. RAW LINE MADRID TAPAS Y VINO P N312'52"IV AZA RI PLACE LIGHTING PULLBOX (1)-2" HDPB .REPLACE 10' OF EXIST. TRAFFIC SEPARATOR BEGIN STA. '12,,��ff-�La.aeyry9 5 m A�,+ 6.J9 pp��jj'' `1�, rii .7121 END CONC. SIDEWALK -"III +94.29_ MATCH EX 1ST. _ II END C6G TYP+96,E28 F WATCH EXIST. R/W LINE EXHIBIT A - SHEET 9 OF 14 I_ I1 '- R/W LINE l0 LIMITS OF 611571NG AND RESURFACING 67.61' RT. MATCH EXIST. RCA L/NE -' END C&G TYPB4F +49.01 (MATCH EXIST. END CONC. SIDEWALK +46.57 MATCH EXIST R/W LINE HOTV'IRE Z BEGIN CONC. SIDEWALK 134.01 MATCH EXIST. BEGIN C6G TYPE F +31.97 MATCH EXIST. VVESTAR GAS STATION LEGEND DENOTES MILLING & RESURFACING j I//ATER VALVE TO BE ADJUSTED BY WASD DENOTES DETECTABLE WARNING MANHOLE TO BE ADJUSTED H4NDHGLE TO BE RELOCATED BY CR0117N CASTLE DENOTES 6" CONCRETE A RAINON TESCNE, P.E LICENSE NUMBER56070 ALA/AREZ ENGINEERS, INC. P935 N.VI35 L.N., SUITE 151 DORAL, FL 33172 „6 TA TR OF FPO2lZA O.EP,1 2751250?aT OF TRAARPU2T,ATSO/V ROAD No SR 95 MIAMI-DADE FINANCIAL PROJECT ID 447809-1-52-01 ROADWA Y PLANS SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE F1G15-23.0 LIMITS OF WILLING AND RESURFACING 98.41' LT. 1=14TCH EXIST_ RAW LINE END CDNC. SIDEWALK +51.69 I4ATCH EXIST. END C&G TYPE +53.09 MATCH EXIST. PERPETUAL EASEWEIJT (PARCEL 805 0.R-8. 30245, P.G. 2102) VVH TEST #14.4 VVH TEST #14 BEGIN C&G TYPE F 7�1� I'IATCH EXIST. 34.50 �R,(p L IJEl O 0 MATCHLINE STA 847 P3' REPLACE L/GH V1413 TEST #28 BEGIN car. SIDEWALK +25.17 MATCH EXIST. N3'25 R/V/ REPCE LIGHTi1555 PULLBOX PERPETUAL EASEMENT (PARCEL 806 O.R.B. 30289, P.G. 707) BEGIN CDNC. SIDEWALK +46.58 MATCH EXIST. END CONC. SIDEWALK +48 22 MATCH EXIST. R/W LINE ul //////// o, +21756 IN' PU0LBOX No 000 R/li LINE BEGIN C&G TYPE F +22. 57 MATCH EXIST. BEGIN CONE- SIDEWALK +25.28 MATCH EXIST. +23.13 EL 6.46' OCEAN BANK +32.72 PROP. EL. 6.49' REPLACE LIGHTING PU LLBOX END CONC. SIDEWALK 41.24 I=1ATC4 EXIST. END C&G TYPE +55.39 EL 6.41' WATCH EXIST. BEGIN CONC. SIDEWALK +79. 13 MATCH EXIST. END CONC. SIDEWALK +85 1 MATCH EXIST. /—R/W LINE BEGIN CONC. _SIDEWALK +88.65 141ATCH EXIST. END CONC. SIDEWALK +94.65 MATCH EXIST. 1 92 193 194 + 19, 1195 REPLACE 10' OF EXIST. TRAFFIC SEPARATOR 11VH END CONC. SIDEWALK .TEST 36.01 15 _I'IATCH EXIST. +32+32.70 .70 i li`F`t-r- I'IIATCH EXIST. PERPETUAL EASEMENT (PARCEL .407 O.R.B. 30508, P.G. /1 O0) +28.62 EL 6 71' +25.45 PROP. EL. 6.69' +17.31 PROP. EL. 6.64' +14.70 EL. 5.62 .REPLACE LIGHTING PULLBDX BEGIN C&C TYPE F +09.93 WATCH EXIST. BEGIN CONC. SIDEWALK +09,55 MATCH EXIST. END CONC. SIDEWALK +08.71 I'AATCH EXIST. R/W LINE BEGIN CONC. SIDEWALK +08.90 144TCH EXIST. LII=1IT5 OF MILLING AND RESURFACING 97.09' P.T. MATCH EXIST. SURVEY SR 953 SR 953/LEJEUNE RD/NW 42 AVE `R/VV LIVE OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED CAR FACTORY OUTLET MIAMI LEGEND DENOTES MILLING & RESURFACING DENOTES DETECTABLE WARNING DENOTES 6" CONCRETE 0 DENOTES VVH TEST EXHIBIT A - SHEET 10 OF 14 0 10 40 Feet R/W LINE9 196 R/W LINE 411 OWATER VALVE TO 8E ADJUSTED BY NASD 144NHOLE TO BE ADJUSTED HAIVDHO LE TO BE RELOCATED BY CROIIVN CASTLE HAIVDHOLE TO BE ADJUSTED BY CROI/VN CASTLE FIBER OPTIC TO BE RELOCATED I'4CI-V ERIZON 18. MATCHLINE STA. 196+60.00 RAMON TESONE, P.E LICENSE NUMBER56070 ALA/AREZ ENGINEERS, INC. 8935 N.VI35 L.N., SUITE 101 DORAL, FL 33172 „"T.4TR OF Fr URT.EA 0.E441 2TRf.E44,-T OF TR,411,5PU0TA TdUN ROAD NO SR 95 MIAMI-DADE FINANCIAL PROJECT lD 447809-1-52-01 ROADWA Y PLANS SHEET NO. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED UNDER RULE F1G15-23.0 4 0 10 40 UNIVIDA MEDICAL CENTER Feet SONESTA MIAMI AIRPORT HOTEL R/W LINE a 'J C .0 Cl sT, CI C3 I \V R/IN LI NHTh, -F O 01 Q 197 199 200 201 o 202 o i- N O N Q I— X I I 1 F- NO°53'19"W ,=— ' VI Z J U SURVEY SR 953 \ SR 953/LEJEUNE RD/NVV 42 AVE F 'Er'.. LLJ Z J U 1- LNCE PL�OOSINI�. ffi0�R/W (LINE GE,YISTE F R/IN LINE - -i�U R/W LINE L BEGIN SO TYPEcF C IMP LINE Y IIA�C4 END CONC. SIDEWALK 4 65 I=1PTCH EXIST. BEGIN CONC. SIDEWPLKBEGIN 1 1� ", I1IATCH E;(IST. MATCH CONC. SIDEWALK +25.95 MATCHEXIST`A END CONS SIDEWALK +37.74 LATIN CAFE MATCH EXIST. RESTAURANT END C&G TYPE F +41.23 MATCH EXIST. R/IN LINE /'/ / � � I- VI 05 1MATCH EXIST. BEGIN C&G TYPE F I9ATCH EXIST. —R/ul LINE LIMITS OF I9ILLLNG AND RESURFACING 80.52'RT. WATCH EXIST. OFF LIMIT CITY OF MIAMI MAINTAINED LEGEND -SYSTEM - WATER VPLVE TO BE ADJUSTED DENOTES MILLING & RESURFACING O2 BY WASD EXHIBIT A SHEET 11 OF 14 tiro DENOTES DETECTABLE WARNING - DENOTES 6" CONCRETE REVISIONS ENGINEER OF RECORD STATE UFFPU2IDA D.EP.AFEIVENT OF TRAIIS'PU2TATI N- ROADWAYPLANS SHEET NO. DATE DESCRIPTION DATE DESCRIPTION RAMON TESONE. P.E LICENSE NUMBER 56070 PLC/AREZ ENGINEERS, INC. 3935 N.VI35 L.N., SUITE 101 DORAL, FL 33172 ROAD NO. COUNTY FINANCIAL PROJECT ID 17 SR 953 MIAMI-DADE 447809-1-52-01 SIGNAL HEAD AND SIGN DETAILS F-T77)T���I r.�l LR— J1C-�I 1 j EXr (5 SIGNAL HEAD EY lST. PED JIPNLL (TO REMAIN) (TO REMAIN) CONTROLLER OPERATIONS: PED. SIGNAL CL UNT-GUIIV N 1 SECT_ 1 INAY 1 As 653-1-11 1. INA40,4 STREET. SR 953 / NW 42 AVE / LEJEUNE RD INIIVOR STREET. INIDBLOCK CROSSING 2. PHASE 1 - RECALL PHASE 2 - ACTUATED PHASE 1 - COORDINATED 3. FLASHING OPERATIONS: INDVEINENTS 2 b 6 - YELLOW 4. ALL PED INOVEI=1ENTS - ACTUATED NOTES: 1. ESTIINATED TOTAL ELECTRICAL LOAD' 322.0 IlV ESTIMATED INTERSECTION AMPERAGE.. 2.68 A 2 PROPOSED CABINET MODEL IS MD-660X PROPOSED CONTROLLER MODEL IS 2070LX CONDUITS: I 630-2-12 I 341 LF I91 (� I EXISTING SIGN (TO BE REIAGV ED) Co) 18 LF (2 RUNS, 1 PED. SIGNAL, 1 PED. DETECTOR) 22 96 LF (2 RUNS, 1 SIGNAL, 1 VIDEO) O 21 LF (2 RUNS, 1 SIGNAL, 1 VIDEO) 4 12 LF (1 RUN, I ELECTRICAL) Co) 63 LF (1 RUN, 1 ELECTRICAL) O 67 LF (1 RUN, 1 ELECTRICAL) 77 22 LE (1 RUN, 1 ELECTRICAL) A E. '[7 R10-3E (R (2 EAI 3 x 15" VVH 27 11 PROP. FPL SERVICE POINT STP: 169+28.33 (88.02' LT) 635-2-11 I 635-2-11 I Signalization to be maintained by FDOT PFV5F I CONTROLLER ITEMS 1670-5-140 CABLE ITEMS I 632-7-1 I 1 AS 1 PI VIDEO DETECTOR ITEMS 660-4-11 12 EA 660472 2 EA II 1 EA 1 EA ELECTRICAL SERVICE AND DISCONNECT ASSEMBLY ITEMS 1639-1-122 I I 639-2-1 I I 641-2-12 I REMOVAL ITEMS 632-7-6 I 639-1-620 I 639-2-6 I 646-1-60 I 665-1-60 I 670-5-600 I 1 AS 164 LF 1 EA 1 PI 1 .AS 183 LF 1 EA 1 EA ] AS EXIST. CONTROLLER CABINET AND FOUNDATION (TO BE REMOVED/ Signalization pull boxes maintained by FDOT S.R. 953 (LEJEUNE RC T LF A P. SERVICE DISCONNECT INDS. 170+56.33 (48. 73' LT) 635-2-11 R/kV LINE Signalization pull boxes maintained by FDOT R/W LINE 3 EA VVH 3 z 0 10 40 Feet EXIST. MAST ARIN 26 (TO 05601N) EXIST. PUSH BUTTON (TO BE ,REPLACED) 635-2-11 2 EA R/W LINE ,VP2c/////.,.. __ V i yV25////1 V ... , i V 2I "/(// .I �o-Patio H 4 EXIST. PED. PEDESTAL, (TO BE REI=1DVED) EXIST. INAST ARM 2A (T0 REMAIN) I 635-2-11 2 EA OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED EXHIBIT A - SHEET 12 OF 14 ND 011111 LINE SR 953 / NW 42 AVE / LEJEUNE RD AND NW 1 ST & NW 2 ST ASSET N0.2132 REVISIONS EN611V EER OF RECORD DATE DESCRIPTION DATE DESCRIPTION ER1K ALEXANDER ECHEZABAL LICENSE NUMBERS 82215 CHOICE ENGINEERING CONSULTANTS, INC. 12855 5Vl 132ND STREET, SUITE 200 MIAMI, FLORID) 33186 „"T.ATP OF FP O2TON NEP.l 2TRfR.VT OF TRA11b'PORT IT5UN ROAD NO. COUNTY FINANCfAL PROJECT lD SR 953 MIAMI-DADE 447809-1-52-01 SIGNALI[ZATCION PLAN SHEET NO. T-6 SIGNAL HEAD A i l�al�r, I�NI FRS 11511 EXIST. SIGNAL HEAD (TO REMAIN) ND SIGN DETAILS [LE- <4/ EXIST. SIGNAL HEAD (TO REMAIN) L SW 42 AV it I— LeJeune Rd L Nw a ST EXIST. INTEHNALLY EYISI. INTERN, IY LLIIIN INATED ILI UI✓MATED STREET NAME SIGN SI REET NAME 5IGIN lTO RFIN4 (TO REVA IN CONTROLLER OPERATIONS: 1. INAJ0,4 STREET. SR 953 / NW 42 AVE / LEJEUNE RD I4INOR STREET. NW 3 ST 2. PHASE 1, 3, AND 4- ACTUATED PHASE 2 - RECALL PHASE 2 - COORDINATED 3. FLASHING OPERATIONS: INOVEINENTS 2 5 6 - YELLOW INOVEINENTS 1, 4, 5, & 8 - RED 4. P2, P4, P6, & P8 - ACTUATED 5. MOVEMENTS 1 & 5 ARE PROTECTED ONLY Ii4OVEIIIEN TS 3 & 7 ARE PERI'AISSIVE ONLY NOTES: 1. THE EXISTING CONTROLLER CP BINET IS EPUIPPED WITH WIRELESS CUIIIIONICATIGN EQUIPMENT. 2. THE EXISTING CABINET P10DEL IS MD-660X 2. REPLACE SIGNAL CONTROLLER IN PLACE WITH 2070 LX TRAFFIC SIGNAL CONTROLLER. 3 ESTIINAT ED TOTAL ELECTRICAL LOAD: 654-0 IF ESTIINATED INTERSECTION AMPERAGE. 5.45 A CONDUITS: I 630-2-12 I I`_I Iv°I EXIST. FED. SIGNAL (TO EF REMOVED) Pz PN o PER SIGNAL COUNT -DOWN 1-SECT., 2-JI c" 2 AS I 653-1-12 1 371 LF 1 73 LF (1 RUN, 1 VIDEO) 0 57 LF (1 RUN, 1 VIDEO) 0 20 LF (2 ,RUNS, 1 PED. SIGNAL, 1 PED. DETECTOR) 4 9 LF (2 RUNS, I PED. SIGNAL, 1 PED. DETECTOR) 0 96 LF /1 PUN, 1 VIDEO) PED. SIGNAL COUINT-001,/V I -SECT-, 1-INAY 3 AS 653-1-11 5 PHASE A R10-31 (R R10-31 (L R10-31 (R (1 EA) (1 EA) (1 EA) 9" x 15" 9" 7 15" 9" x 15" A A ■ M9 10-3E (R1 R10-3E (L (3 EA) (1 EA) PROP. S.O.P. PHASE 2 P2 P2 2�— P% PJ P6 P6 A R10-31 (L (1 EA) 9" x 15" P —P118 7 6 PHASE 3 PH. SE 6 .6� P6 PHASE 2 Ell 1111 0 0EE 0+E CABLE ITEMS 632-7-1 1 PI VIDEO DETECTOR ITEMS I 660-4-11 6 EA 660-4-12 67]-2-]4 6 EA CONTROLLER ITEMS 1 EA REMOVAL ITEIIIS I 632-7-6 I 646-1-60 I I 653-1-60 I 1660-1-600 I 671-2-60 I O 7 LF (2 RUNS, 1 PED- SIGNAL, 1 PED. DETECTOR) 0 11 LF j2 RUNS, 1 RED. SIGNAL, 1 PED. DETECTOR) O 70 LF (1 RUN, 1 VIDEO) 0 28 LF (2 RUNS, 1 PEO. SIGNAL, 1 PED. DETECTOR) 1 PI 2 EA 2 AS 4 E4 1 EA n EXIST ELECTRICAL SERVICE DISCONNECT (TO REMAIN) EXIST. FP&L SERVICE POINT (TO REMAIN) Signalization to be maintained by FDOT 4/W LINE gz 5 R. 953 (LEJEUNE PAX LINE CAB TO BE I'1ODIFIEFIE I 635-2-11 I I 635-2-12 I VVH 6 EXIST-INAST ARM 3C (TO REMAIN) I 635-2-11 RD) • VVH 5 3 EA /V6A V6B EXIST. MAST ARM 3B (TO REMAIN) EXIST. PED. SIGNAL AND DETECTOR ASSEINBLY (TO BE REMOVED) 1 635-2-11 4 EA VVH 9 VVH 11 VVH 10 VI/H 12 VVH 13 6 EA EA I 111'Signalization pull � boxes maintained by o� FDOT EXIST. MAST TO REII 111111 41) mrai pi m ruff i zI I Mir MIL it b 0 OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED EXHIBIT A - SHEET 13 OF 14 III III I z 0 10 40 Feet Signalization pull boxes maintained by FDOT EXIST. PED. PEDESTAL (TO BE P.EMOV ED) q/VV LINE 635-2-11 11 E4 1 V2C /04//.irr.,. V2B //// V2A///A 0 VVH 88 H P,/W LINE i EXIST PED. PEDESTAL (TO BE REINOVED) VVH 8 VVH SA EXIST. MAST ARM 3A (TO REIN))IN) I 635-2-11 I 2 EA SR953/NW 42AVE / LEJEUNE RD AND NW 3 ST ASSET N0.6164 REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION ER1K ALEXANDER ECHEZABAL LICENSE NUMBER: 82215 CHOICE ENGINEERING CONSULTANTS, INC. 12855 SVl 132ND STREET, SUITE 200 MIAMI, FLORID4 33186 STATE OF FP t72lZA 0EE 4, 157.1faVT OF TR-1AS PORT ITT15' ROAD NO. COUNTY FINANCIAL PROJECT ID SR 953 MIAMI-DADE 447809-1-52-01 SIGNALI[ZATCION PLAN SHEET NO. T-8 3 °' 167 48" 55 EXIST. LIGHT POLE #22 CKT. A-3 ITO REMAIN) 715-1 12 715-500-1 24 LF 1 EA R/W LINE 16B BEGIN LIGHTLNG FPL SERV. POINT (TO REMAIN) 635-2-30 1 EA EXISTLOADCENTER (TO BE ,REMOVED) I 641-2-60 I PROPOSED LOAD CENTER STA. 169+27.41 (176.00' LT) Lighting to be maintained d b FOOT STA.167+23.94 SURVEY EXIST. LIGHT POLE #21 CKT. A-2 (TO REI=1AIN) 715-1-12 715-500-1 24 LF 1 EA &-a E WITHIN EXIST. CON DU T B*6, 1#6 GND. 715-1-12 715-1-60 REPLACE PULL BOX 635-2-11 715-1-12 REPLACE PULL BOX 635-2-11 715-1-12 3L 2 EA EA EA 1170 192 LF 1 EA 96 LF REPLACE LONDUCTORS ---101605N EXIST. CONDUIT \ 2#6, 1#6 GND. 252 LF 252 LF 715-1-12 715-1-60 0/V/ LINE REPLACE CONDUCTORS WITHIN EXIST. CONDUIT 2#6, 14,6 GND. 715-1-12 715-1-60 NOTE: 630 LF 630 LF EXIST. PULL BOX (TO REMAIN) I 715-1-12 I 1. EXISTING UNDERGROUND CONDUITS TO BE RETAINED WHERE NEEDED. EXISTING CONDUITS, BEFORE BEING UTILIZED, SHALL HAVE A BRUSH OR SWAB PULLED THROUGH TO MAKE CERTAIN THAT CONDUITS ARE FREE FROI) OBSTRUCTION. COST OF THIS WORK SHALL BE INCLUDED IN RELATED PAY ITEM. ROW LINE EXIST PULL SOX (T0 REMAIN) I 715-1-12 I REPLACE CONDUCTORS— y — WITHIN EXIST CONDUIT 2#6. 1776 GND ---N-,---�- --- 715-1-12 715-1-60 13.5 LF 135_ LF SURVEY SR 953 REPLACE CONDUCTORS 01166IN EXIST. CONDUIT 44,6, 1 #6 GND. 96 LF 715-1-12 715-1-60 535 LF 535 LF EXIST. LIGHT POLE #23 CKT A-2 (TO REINAIN) 43 LF R/I// LINE REPLACE CONDUCTORS IVITHIN EXIST. CONDUIT 2#6, 1#6 GND. 715-1-12 715-500-1 715-1-12 715-1-60 24 LF 1 EA REPLACE CONDUCTORS WITHIN EXIST. CONDUIT 2#6, 1#6 GND. 715-1-12 715-1-60 117 LF 117 LF 525 LF 525 LF LINE EXIST. LIGHT POLE *24 CKT. A-3 (TO 05/52INI 715-1-12 715-500-1 24 LF 1 EA S.R. 953 (LEJEUNE RD) OFF -SYSTEM LIMIT - CITY OF MIAMI MAINTAINED EXHIBIT A - SHEET 14 OF 14 0 10 40 Feet REVISIONS ENGINEER OF RECORD DATE DESCRIPTION DATE DESCRIPTION RAMON TESONE, P.E. LICENSE NUMBER 56070 ALVAREZ ENGINEERS, INC. 8935 N.W. 35 L.N. SUITE 101 DORAL, FL 33172 0T.4 TO OF FPO2I04 7/.Fi Y.l 2T'I17/,T OF TR-1AS PORTSTIO/N ROAD NO. COUNTY FINANc[AL PROJECT lD SR 953 MIAMI-DADE 447809-1-52-01 LIGHTING PLANS SHEET NO. L-4 ER RULE 61G15-23.004, F.A.C. THE OFFICIAL RECORD OF THIS SHEET IS THE ELECTRONIC FILE DIGITALLY SIGNED AND SEALED