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HomeMy WebLinkAboutExhibitLOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 Prepared by and return recorded copy to: City of Miami Public Works Department Attention: Director, Juvenal Santana, P.E. 444 SW 2nd Avenue, 8"1 Floor Miami, FL 33130-1910 COVENANT RUNNING WITH THE LAND ("COVENANT") THIS COVENANT made and entered into this day of 20, by and between BRICKELL CITY CENTRE PROJECT LLC (hereinafter called "COVENANTOR") and the CITY OF MIAMI, FLORIDA, a municipal corporation of the State of Florida, located in Miami -Dade County (hereinafter called "CITY"); and WHEREAS, COVENANTOR is the fee OWNER of: See attached Exhibit "A" containing a legal description of the property (hereinafter called "PROPERTY"); and WHEREAS, COVENANTOR has requested permission from CITY to construct and maintain nonstandard improvements described in Exhibit "B" (hereinafter collectively called "IMPROVEMENTS") at the intersections of public right-of-way along SE/SW 7T" STREET and SE/SW 8T" STREET with SW 1ST AVENUE, S. MIAMI AVENUE, and SE 1ST AVENUE adjacent to PROPERTY; and WHEREAS, CITY has in turn requested permission from THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION (hereinafter called "FDOT") to maintain those portions of the IMPROVEMENTS constructed by COVENANTOR along SE/SW 7TH STREET and SE/SW 8TH STREET adjacent to the PROPERTY, which are under the maintenance jurisdiction of FDOT; and [40163956;I) 1 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 WHEREAS, CITY has required the COVENANTOR to execute and deliver to CITY this instrument as a condition precedent to the granting of said permission to construct and maintain the IMPROVEMENTS, and as a condition precedent to the CITY's acceptance of said maintenance responsibilities from FDOT; and NOW THEREFORE, in consideration of the permission by CITY to allow the construction and maintenance of the IMPROVEMENTS within the dedicated public right of way by COVENANTOR and in the further consideration of the premises, COVENANTOR does hereby covenant and agree with CITY that COVENANTOR shall, at no cost to the CITY, remove the aforementioned IMPROVEMENTS whenever requested by, and upon thirty (30) days written notice from, the Director of the Department of Public Works of CITY. In the event that COVENANTOR, its successors, or assigns fails to remove the IMPROVEMENTS when so requested, the Director of the Department of Public Works of CITY shall cause the aforementioned IMPROVEMENTS to be removed at the expense of COVENANTOR; the amount of such removal cost shall be declared and established as a lien on the property of such defaulting COVENANTOR and enforced as any lien of materials furnished and work and labor done provided under the Statutes of the State of Florida, the applicable Codes of the City and Miami -Dade County, and the COVENANTOR voluntarily, knowingly and freely covenants and agrees that all recourse or cause(s) of action against the CITY is hereby expressly waived as to any damage caused, direct, indirect, special, consequential or otherwise, to any portion, in whole or in part, of the remainder of COVENANTOR's improvements, resulting from the removal of the aforesaid IMPROVEMENTS from said public -Right -of -Way. {40163956;1 ; 2 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 COVENANTOR shall provide maintenance of the IMPROVEMENTS, in accordance with the CITY's standards and specifications. In addition, COVENANTOR agrees to accept and assume all obligations and responsibilities being assigned to CITY in that FIRST AMENDMENT TO FLORIDA DEPARTMENT OF TRANSPORTATION BRICKELL CITY CENTRE IMPROVEMENTS MAINTENANCE MEMORANDUM OF AGREEMENT WITH THE CITY OF MIAIIII (hereinafter called the "MMOA AMENDMENT"), a copy of which is attached as Exhibit "C." In doing so, COVENANTOR accepts and assumes all obligations and responsibilities pertaining to the IMPROVEMENTS within FDOT right of way, as is defined in the attached MMOA AMENDMENT (hereinafter called "FDOT PROJECT LIMITS"). Pursuant to the MMOA AMENDMENT, COVENANTOR agrees to assume the following maintenance obligations within the FDOT PROJECT LIMITS, at its sole cost and expense: (a.) Maintaining the powder coating system of the mast anns, signal poles, pedestals, uprights, heads, signal visors, louvers, plates, brackets, fittings, and all other painted hardware components in an aesthetically pleasant condition; (b.) Addressing all painted surface deficiencies identified in the Department Signal Inspection Reports within the time recommended on each report; (c.) Following the manufacturer's recommendation to properly restore the steel surfaces and paint system when addressing all identified deficiencies, including removal of graffiti and matching existing signal color per manufacturer's recommendations; (d.) Maintaining a log of all work performed on each signal in a manner that is easy to understand and monitor. In the event that the COVENANTOR, within thirty (30) days from date of notice from FDOT, fails to comply with its obligations hereunder, FDOT may, at its option: {40I63956;11 3 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 (a.) proceed to correct such deficiencies at the COVENANTOR's cost and expense, or (b.) remove all powder coating from the traffic signal mast arms and address all other deficiencies, at the COVENANTOR's cost and expense. COVENANTOR shall indemnify, defend, and hold CITY, its officers and employees, harmless from any claims, demands, liabilities, losses or causes of action of any nature whatsoever arising out of the acceptance by the CITY of this Covenant and/or the use, construction, maintenance and/or removal of the IMPROVEMENTS, or any part hereof, from and against any orders, judgments or decrees that may be entered, and from and against all costs, attorneys' fees, expenses and liabilities incurred in the defense of such claim or in the investigation thereof. COVENANTOR shall indemnify, defend and save CITY, its officers and employees, harmless from and against any and all claims, liability, losses and causes of action. of any nature whatsoever that may arise out of the granting of this Covenant or out of COVENANTORS' activities under this Covenant, including all other acts or omissions to act on the part of COVENANTOR or any person acting for or on COVENANTOR's behalf, and from and against any orders, judgments or decrees that may be entered, and from and against all costs, attorneys' fees, expenses and liabilities incurred in the defense of any such claims or in the investigation thereof or against, any civil actions, statutory or similar claims, injuries or damages arising or resulting from the permitted work or use of the right of way, even if it is alleged that the City, its officials and/or employees were negligent. Additionally, COVENANTOR shall indemnify, defend, and hold CITY, its officers and employees, harmless from any claims, demands, liabilities, losses or causes of action of any 140163956:1; 4 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 nature whatsoever arising out of the acceptance by the CITY of the MMOA AMENDMENT with FDOT, or any part thereof or activities thereunder, from and against any orders, judgments or decrees that may be entered, and from and against all costs, attorneys' fees, expenses and liabilities incurred in the defense of such claim or in the investigation thereof. COVENANTOR shall keep in full force and effect, at all times during the exercise of this Covenant, a commercial general liability policy of insurance of at least $1,000,000 per occurrence and S2,000,000 aggregate for bodily injury, including death, and property damage. The certificate of insurance should afford coverage for premises and operations liability, products and completed operations. personal and advertising injury liability, and any other endorsements pertinent to the scope of work. The insurance should be primary and non- contributory. The insurance and Covenant shall be subject to the approval of the CITY's Risk Manager and the CITY Attorney. The insurance policy shall be procured and premiums paid by COVENANTOR. The effective date of the policy shall be prior to or on the effective date of the Covenant, and the policy term or any renewals thereof shall remain in effect for the term of the Covenant. The insurance carrier for the policy must be rated no less than A- as to management and no less than Class (V) as to strength by the latest edition of Best's Insurance Guide and must be approved by the CITY's Risk Manager. CITY and FDOT shall be listed as Additional Insured under the policy. Proof of insurance shall be supplied to the satisfaction of CITY and FDOT prior to the issuance of any permits. A Certificate of Insurance bearing CITY and FDOT as "Additional Insured" shall in no way relieve COVENANTOR of the obligation to add CITY, and {40163956;1 ; 5 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 FDOT as "Additional Insured" to the actual insurance policy. The insurance policy shall provide that CITY and FDOT be given at least thirty (30) days advance written notice of any material changes, cancellation or non -renewal notification of any policy and, in the event of such material change, cancellation or non -renewal notification, COVENANTOR shall immediately replace said policy with another policy to the satisfaction of CITY and FDOT with the receipt of a certificate of insurance for such policy by CITY at least ten (10) days prior to the effective date of the material changes, cancellation or non -renewal of any policy. In the event that CITY is not in possession of same by such date. then CITY shall have the right to immediately secure a similar insurance policy in its name with the total cost of the premium and all monies that may become due during the term of the Covenant being charged to COVENANTOR and CITY shall have the right to declare and establish said costs as a lien on the PROPERTY of COVENANTOR, enforced as any lien provided for under the statutes of the State of Florida. COVENANTOR agrees to increase from time to time, as required by the City's Code, the limits of the comprehensive liability insurance policy required to be provided pursuant to this Covenant, upon the written request of CITY. It is expressly understood and agreed that this COVENANT touches and concerns the PROPERTY, and shall be binding upon COVENANTOR, and also upon grantees, heirs, successors -in -interest or assigns of COVENANTOR, and shall be a condition -implied in any conveyance or other instrument affecting the title to the aforesaid property or any portion thereof. Additionally, FDOT shall be deemed a third party beneficiary to the COVENANT and none of the obligations or responsibilities in this COVENANT may be released from the PROPERTY without prior written consent of FDOT. `40163956;1i 6 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 Any notice, request, demand, approval or consent given, or required to be given, under this Covenant shall be in writing and shall be deemed as having been given when mailed by United States registered or certified mail (return receipt requested), postage paid, to the other parties at the addresses stated below or at the last changed address given by the party to be notified as hereinafter specified: COVENANTOR: CITY: BRICKELL CITY CENTRE PROJECT LLC Attn: Chris Gandolfo 501 Brickell Key Drive, Suite 600 Miami, FL 33131 and AKERMAN LLP Attn: Spencer Crowley Three Brickell City Centre 98 Southeast Seventh Street Miami. FL 33131 THE CITY OF MIAMI Attention: Director, Department of Public Works 444 S.W. 2nd Avenue, 8t1i Floor Miami, Florida 33130 COVENANTOR herein expressly acknowledges that (a) permission granted by the CITY to construct the IMPROVEMENTS on public right of way is solely for the limited purposes set forth herein and does not constitute a lease and that the rights of the COVENANTOR hereunder are not those of a tenant but is a mere personal privilege to do certain acts on public right of way, (b) the CITY retains dominion, possession and control of the public right of way and can in the event of default by COVENANTOR unilaterally end the permission granted herein to {40163956:1; 7 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 COVENANTOR. without fault or breach or cause whatsoever provided, however, that notice is given to COVENANTOR and COVENANTOR has not cured the event of default within the period of time specified herein after receipt of notice and (c) COVENANTOR does not and shall not claim at any time any interest or estate of any kind or extent whatsoever in the public right of way by virtue of its use hereunder or by virtue of any expenditures incurred in connection herewith. [signature page follows] {40163956: I ; 8 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 Signed, Sealed, Attested And delivered in our presence: FIRST WITNESS: COVENANTOR: Sign: Brickell City Centre Project LLC, Print Name: a Florida limited liability company, as Address: Trustee under Land Trust No. BCC-2012 Name: Title: SECOND WITNESS: Trustee executes this Covenant solely as Trustee under Land Trust No. BCC-2012 and Sign: not individually, and no personal recovery Print Name: or judgment shall ever be sought or Address: obtained against Trustee by reason hereof. STATE OF FLORIDA COUNTY OF MIAMI-DADE The foregoing instrument was acknowledged before me this day of by , as of Brickell City Centre Project LLC, a Florida limited liability company, as Trustee of Land Trust No. BCC- 2012, on behalf of said limited liability company. He/she is personally known or has produced as identification. [SEAL] NOTARY PUBLIC STATE OF FLORIDA Print Name: Commission No.: Commission Expires: (40163956;1 } 9 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 CITY OF MIAMI, a municipal Corporation of the State of Florida: Daniel J. Alfonso City Manager APPROVED AS TO CONTENT: Juvenal Santana, P.E. Director, Department of Public Works APPROVED AS TO INSURANCE REQUIREMENTS: Anne -Marie Sharpe Director of Risk Management APPROVED AS TO FORM AND CORRECTNESS: Victoria Mendez City Attorney {4OI63956;1; 10 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 EXHIBIT A LEGAL DESCRIPTION OF THE PROPERTY Brickell City Centre North Block: LOTS 1 THROUGH 6, THE WEST HALF OF LOT 7, AND LOTS 9-14, BLOCK 107S, OF PATTERSON AND OLIVE SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK B, AT PAGE 77, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. LESS AND EXCEPT THAT PORTION OF THE ABOVE DESCRIBED PARCEL CONVEYED BY RIGHT-OF-WAY DEED RECORDS IN OFFICIAL RECORDS BOOK 25161, PAGE 1547, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. Brickell City Centre East Block: PARCEL I: LOTS 1, 2, 3, 4, 5, 6, 7, 9, 10, 11, 12, 13, 14, AND 15, IN BLOCK 106S, OF S.L. & J.B. PATTERSON AND J.F. AND B.T. OLIVE SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK B, AT PAGE 77, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. LESS: THOSE PORTIONS OF LOTS 1, 9, 10, 11, 12. 13, 14, AND 15, BLOCK 106S, OF THE S.L. & J.B. PATTERSON AND J.F. AND B.T. OLIVE SUBDIVISION, ACCORDING TO THE PLAT BOOK THEREOF AS RECORDED 'IN PLAT BOOK B, AT PAGE 77, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LYING IN SECTION 38, TOWNSHIP 54 SOUTH, RANGE 41 EAST, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE SOUTHWEST CORNER OF SAID LOT 9; THENCE RUN NO2°16'51" W ALONG THE WESTERLY BOUNDARY OF SAID LOTS 9 AND 1, FOR A DISTANCE OF 299.90 FEET TO THE POINT OF INTERSECTION WITH THE NORTHERLY BOUNDARY OF SAID LOT 1; THENCE RUN N87°47'15" E ALONG SAID NORTHERLY BOUNDARY OF LOT 1 FOR A DISTANCE OF 30.03 FEET TO A POINT OF CUSP AND CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST AND HAVING A RADIUS OF 25.00 FEET AND A TANGENT BEARING OF S87°35149" W; THENCE TURNING 180°, RUN WESTERLY, SOUTHWESTERLY AND SOUTHERLY ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 90°04'06" FOR AN ARC LENGTH OF 39.30 FEET TO A POINT OF TANGENCY ON A LINE THAT IS 5.00 FEET EASTERLY 40163956:1; 1 1 LOCATION: BR[CKELL CITY CENTRE MIAMI, FL 33131 AND 33130 AND PARALLEL WITH THE WESTERLY BOUNDARY OF SAID LOTS 1 AND 9; THENCE RUN S02°16'51" E ALONG SAID LINE THAT IS 5.00 FEET EASTERLY AND PARALLEL TO SAID WESTERLY BOUNDARY OF LOTS 1 AND 9, FOR A DISTANCE OF 234.80 FEET OT THE POINT OF BEGINNING OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST AND HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET AND TANGENT BEARING OF NO2°16'51"E; THENCE RUN SOUTHERLY, SOUTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 90°07'20" FOR AN ARC DISTANCE OF 39.32 FEET TO THE POINT OF TANGENCY AND A POINT ON A LINE THAT IS 15.00 FEET NORTHERLY AND PARALLEL WITH THE SOUTHERLY BOUNDARY OF SAID LOTS 9, 10, 11, 12, 13, 14, AND 15; THENCE RUN N87°35'49" E ALONG SAID LINE THAT IS 15.00 FEET NORTHERLY AND PARALLEL TO THE SOUTHERLY BOUNDARY OF LOTS 9, 10, 11, 12, 13, 14, AND 15, FOR A DISTANCE OF 319.95 FEET TO A POINT ON THE EASTERLY BOUNDARY OF SAID LOT 15; THENCE RUN S02°16'51" E ALONG SAID EASTERLY BOUNDARY OF SAID LOT 15, FOR A DISTANCE OF 15.00 FEET TO THE SOUTHEAST CORNER OF SAID LOT 15; THENCE RUN S87°35'49" W ALONG SAID SOUTHERLY BOUNDARY OF LOTS 9, 10, 11, 12, 13, 14, AND 15, FOR A DISTANCE OF 350.00 FEET TO THE POINT OF BEGINNING. Br'ickell City Centre West Block: PARCEL I: LOTS 1, 2, 3, 4, 5, 6, 7, 8 AND 9 IN BLOCK 53S, OF AMENDED PLAT OF BLOCK 38A AND THE NORTH HALF OF BLOCK 53S CITY OF MIAMI, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK. 1, AT PAGE 74, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. LESS: THE EAST 5 FEET OF LOTS 1, 2 AND 3, IN BLOCK 53S OF AMENDED PLAT OF BLOCK 38A AND THE NORTH HALF OF BLOCK 53S CITY OF MIAMI, ACCORDING TO PLAT THEREOF AS RECORDED IN PLAT BOOK 1, AT PAGE 74, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, PER RIGHT OF WAY DEDICATION, RECORDED IN OFFICIAL RECORDS BOOK 28162, PAGE 3854 OF SAID PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. LESS: ALL THAT PART WHICH LIES WITHIN THE EXTERNAL AREA FORMED BY A 25 FOOT RADIUS CURVE CONCAVE TO THE SOUTHWEST, TANGENT TO THE WEST LINE OF THE EAST 5 FEET OF SAID LOT 3, BLOCK 53S, AND TANGENT TO THE NORTH LINE OF SAID LOT 3, BLOCK 53S, PER RIGHT OF WAY DEDICATION, 140163956:l 12 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 RECORDED IN OFFICIAL RECORDS BOOK 28162, PAGE 3854 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TOGETHER WITH: LOTS 16, 17, 18, 19, 20, 21, 22, 23 AND 24, IN BLOCK 53S, OF "MIAMI", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK B, AT PAGE 41, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA; LESS THE SOUTH 10 FEET OF THE WEST 55 FEET OF SAID LOT 22 AND LESS THE SOUTH 10.00 FEET OF SAID LOTS 16, 17, 19, 20 AND 21. LESS: THAT PORTION OF LOT 22. BLOCK 53S, OF THE MAP OF M1AMI-DADE COUNTY, FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK B, AT PAGE 41, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA., AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE POINT OF INTERSECTION OF THE NORTHERLY RIGHT OF WAY LINE OF S.W. 8TH STREET WITH THE WESTERLY RIGHT OF WAY OF S. MIAMI AVENUE AS SHOWN ON THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MAPS FOR SECTION 87120-2513; THENCE RUN SOUTH 87°42'43" WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE FOR A DISTANCE OF 25 FEET TO THE POINT OF BEGINNING OF A CIRCULAR CURVE CONCAVE TO THE NORTHWEST AND HAVING FOR ITS ELEMENTS A RADIUS OF 25.00 FEET AND A TANGENT BEARING OF NORTH 87°42'43" EAST; THENCE RUN NORTHEASTERLY, NORTHERLY, AND NORTHWESTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 89°59'34" FOR A DISTANCE OF 39.27 FEET TO THE POINT OF TANGENCY AND A PONT OF SAID WESTERLY RIGHT OF WAY LINE; THENCE RUN SOUTH 02°16'51" EAST ALONG SAID WESTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 25.00 FEET TO THE POINT OF BEGINNING, PER RIGHT OF WAY DEDICATION, RECORDED N OFFICIAL RECORDS BOOK 12159, PAGE 482 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. LESS: THE EAST 5 FEET OF LOTS 22, 23, 24, BLOCK 53S OF "MIAMI", ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK B, AT PAGE 41, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, LESS THE SOUTH 10 FEET OF SAID LOT 22 PER RIGHT OF WAY DEDICATION, RECORDED IN OFFICIAL RECORDS BOOK 28162, PAGE 3854 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA LESS: 14O163956;1; 13 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 ALL THAT PART WHICH LIES WITHIN THE EXTERNAL AREA FORMED BY A 25 FOOT RADIUS CURVE CONCAVE TO THE NORTHWEST, TANGENT TO THE WEST LINE OF THE EAST 5 FEET OF SAID LOT 22, BLOCK 53S, AND TANGENT TO THE NORTH LINE OF THE SOUTH 10 FEET OF SAID LOT 22, LESS THAT PORTION PREVIOUSLY DEDICATED FOR RIGHT OF WAY, PER RIGHT OF WAY DEDICATION, RECORDED IN OFFICIAL RECORDS BOOK 28162, PAGE 3854 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. TOGETHER WITH: PARCEL I1: THE EAST 50 FEET OF LOTS 10, 11, AND 12 IN BLOCK 53A, AMENDED PLAT OF BLOCKS 38A AND THE NORTH HALF OF BLOCK 53S CITY OF MIAMI, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1, AT PAGE 74, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. PARCEL III: THE EAST 50 FEET OF LOTS 13, 14, AND 15, BLOCK 53S, MAP OF MIAMI, DADE COUNTY, FLA., ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK B. AT PAGE 41, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA, LESS THE SOUTH 10 FEET THEREOF 140163956;11 14 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 EXHIBIT B DESCRIPTION OF NON-STANDARD IMPROVEMENTS 1. All painted hardware components of traffic signal improvements, painted with a black powder coating system, including the mast arms, signal poles, pedestals, uprights, heads, signal visors, louvers, plates, brackets, fittings, and related equipment. {40163956;1 ; 15 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 EXHIBIT C MMOA AMENDMENT (4O 163956;1; 16 FIRST AMENDMENT TO FLORIDA DEPARTMENT OF TRANSPORTATION BRICKELL CITY CENTRE IMPROVEMENTS MAINTENANCE MEMORANDUM OF AGREEMENT WITH THE CITY OF MIAMI This First Amendment to Florida Department of Transportation Brickell City Centre Improvements Maintenance Memorandum of Agreement with the City of Miami dated March 2, 2016 ("MMOA") is entered into this day of , 20_ RECITALS: A. The Florida Department of Transportation ("Department") and the City of Miami ("City") entered into the MMOA in order to address the maintenance obligations of each party with respect to improvements constructed in conjunction with Brickell City Centre ("BCC"), a major development located within the City of Miami, and adjacent to Department right of way SR- 90/SW8th St/US-41 from SW1stAvenue to SE 1st Avenue and SR-90/SW7th St/US-41 from SW 1st Avenue to SE 1st Avenue. B. The MMOA addressed the obligations of each party with respect to certain modifications and improvements within Department right of way, and easements within the above - referenced limits, under Department Permit # 2015 A 690 27. C. As part of the BCC project, the City required that the BCC project -related traffic signal mast arms on Department right of way, within City limits, be powder coated flat black. D. For purposes of additional BCC project improvements, the Department intends to issue Permit #2016 C 690 019, which permit also includes the black powder coated mast arms required by the City. E. As a result of the City's requirements for black powder coating of traffic signal mast arms on Department right of way, within City limits, the parties have agreed to amend the MMOA to include the City's maintenance obligations with respect to the referenced traffic signal mast arms, included in Permit #2016 C 690 019 . NOW, THEREFORE, the parties hereto, in consideration of the mutual covenants and benefits set forth herein and other good and valuable consideration, receipt of which is hereby acknowledged, hereby agree as follows: 1. The recitals to this First Amendment are true and correct and are hereby incorporated herein by reference and made a part hereof. (40208450; I) Page 1 of 3 2. As a result of powder coating of traffic signal mast arms, which relate to the BCC project under Permit # 2016 C 690 019, in addition to the City's maintenance obligations under the MMOA, the City agrees to further assume the following maintenance obligations, at its sole cost and expense: (a.) Maintaining the powder coating system of the mast arms, signal poles, pedestals, uprights, heads, signal visors, louvers, plates, brackets, fittings, and all other painted hardware components in an aesthetically pleasant condition; (b.) Addressing all painted surface deficiencies identified in the Department Signal Inspection Reports within the time recommended on each report; (c.) Following the manufacturer's recommendation to properly restore the steel surfaces and paint system when addressing all identified deficiencies, including removal of graffiti and matching existing signal color per manufacturer's recommendations; (d.) Maintaining a log of all work performed on each signal in a manner that is easy to understand and monitor. 3. In the event that the City, within thirty (30) days from date of notice from the Department, fails to comply with its obligations hereunder, the Department may, at its option: (a.) proceed to correct such deficiencies at the City's cost and expense, or (b.) remove all powder coating from the traffic signal mast arms and address all other deficiencies, at the City's cost and expense. 4. The City may assign its rights, obligations, or responsibilities hereunder to the owner of the property abutting the Department right of way without further written consent from the Department, without releasing the City from its obligations and/or responsibilities hereunder. 5. Except as amended and modified herein, the terms and provisions of the MMOA shall remain in full force and effect. Wherever the provisions of this First Amendment and the provisions of the MMOA are in conflict, the provisions of this First Amendment shall govern and control. 6. Each signatory to this Agreement represents and warrants that he or she is duly authorized and has legal capacity to execute and deliver this Amendment, and that the execution and delivery of the Amendment and the performance of the obligations hereunder have been duly authorized, binding, and enforceable in accordance with its terms. {40208450;1) Page 2 of 3 IN WITNESS WHEREOF, the Parties hereto have made and executed this First Amendment, by the duly authorized signatory of each party. State of Florida, City of Miami Department of Transportation By: By: Name: Name: Title: Title: Attest: By: Executive Secretary Legal review: By: 140208450:I} Page 3 of 3 al lasT WIWI?VArAire4 Ns7 N14 'AA ty71iY WORK WITHIN THE F.D.O.T. RIGHT OF WAY SHALL CONFORM TO CURRENT F.D.O T. STANL )AFzO' AND SPECIFICATIONS PROJECT LOCATION MIAMI DADE COUNTY LIST OF CONTACTS: STORMWATER rot NW rel LIMANI WIN FL MISS Im4na4, GUrv[Mi CANNU,WW:o STORMWATER kDPacNPt. Ui tNvwpitN141 A1o10C root trots , , NU,,N4,;,.Nftn IN_L UNN KUNIW. Si ROAD c0.34.41,11 p1 INCN WATER AND $E I.N4.500E WNIOI AND R NIA OMFAATN,N0 RUNE No FINK INILWILUNI ]00W s13 UMW, IMAGO G ACM FIRE . *0 110N _ rAl a ta.N.Aa1N NA I-oNF/I Li II ARE PH ENGINEERING Clpf 11.1 w1.1.11 Ran 1*14TN001 SINWIlltwELLIE 1.NC PI WIN CAM., LAIN MOAN. NATURAL GAS PROVIDER YU6OWL �0FL 040RUNM AL N IN K rt CT LALCI OSOLL 1.1111120 40.03-082. INIILINGI WOO*.04 MAMO VD,W SWAT SBELOW AJ.W.fTI0 MJ. InI SLPORE YOU U10 owe cln.wr w.00N ROADWAY PLANS 2015 C 6 9 0 0 5 1 FOR BRICKELL CTYCENTRE LOCATED IN CITY OF MIAMI, FLORIDA SECTION 1. TOWNSHIP 54S. RANGE 41 E RECEIVED FCahttTS OFFICE SEP172015 DEPT. Of TRANSPORIAI ION MIAMI, FLORIOA PLANNING AND ZONING 4CM Or N SW 2ND 4Y.LAt4N0 A,O mw,G DIWANIN,N1 MM . r109N0 3R+r4.1 CGnr401AWL GrlAUNT a2CN,1 uxa.:,DN BUILDING DIVISION CITY IT WAIN. NW DNal'i000lrtnr WNW .L Li* SANtWIIGO CONT., OURECS LOP. NIRNTA„T piK[yl TELEPHONE PROVIDER WNW INI0MR10LW WNRO MITI, W. 331A1 COMACT. PA.w.AO M.OP On ELECTRIC PROVIDER IZSEES1197- N 401040121KLo aT rum MM. IN. CGNIAC7 Ac\,nNN CABLE PROVIDER ONG.61CA41E Jot), SW NUM AV1Wf CON Ti numAo A M.4 FLORIDA DEPARTMENT OF TRANSPORTATION COSITICT MOO AVM WOW I, ac iea MU CONN.,AAM .4.00tPot r RWN, CNRreMN BEGIN PROJECT E 6TH , STA. BEGIN PROJE SW 1TH STJSR 0?US41 STA. 13128. BEGIN PROJEC SW 61H $I13 U941 it STA. 3.00.00 10M SI APPROVED 15 2015 ,AFFIC F GINEERING DIVISION MIAMI-DADE PUBLIC WORKS &WASTEMGMT G SW 70i 51 END PROJECT S. MIAMI AVE_ 4 STA 107.31.75 Si s W�tlTr`, SI I yl T s .lrvyc,/ 4 5 I 1K9U/U741 61N S1 BEGIN PR S. MIAMI AVE. - STA. •.01.78 TN IIIN Sr I VICINITY MAP 11��I��I{L4 SLOB PREPARED BY KimleyHorn END PROJECT DI SE6TH ST.B STA ENDPROJ SE 7TH ST lS 33.71.00 9,DS41 Q's�A,-u.,a3o ENO -'• JECT SE8TH TJSR90AJS41 4 STA. �101's7 -n0010. 0 .I4OO.ni ..0 All sum ma, MIt. IIIs Now.2-47Y1075 CA 00000, N 4*72 * 7.ro`N ^F(ORItJ�,••• /ONA1 1ti % ' 00Itl,/,T, INDEX OF SHEETS Sheet Number RO 00 T70.01 EY`P2 Sheet Title COVER SHEET CEMERP' •,9•'•" 1.16,09 - .1...r.......,....6 A,.6• R1.Y—WW6i10EGENWE o• "-a-s. c.'�— ROADWAY fq.A11 148:01-133:80, E- 718.100d.11 --- J44.01.114.01A -- --- f'4.02 TS.03. TS.030. i5.04 T8A8 T5.09 IBA 0.T5.12 TS.13 TS,14 TS.15.TS.16 MANATEE CP^TE DETO" SIGNAL I7ATION PI ANS MAST ARM TABULATION TROMBONE MAST ARMS DETAILS TROMBONE MAST ARMS DATA TABLE TROMBONE MASI ARM TYPIC/L ELEVATION AND GENERAL NOTES ELECTRICAL POWER SERVICE DETAIL BRICKELL 1Tf CIfCENTRE NNW LLIANOAALl1 _.WN NiMrPorpijnES N'4K:aD: AROUWT6CTON1CA Klmlerliom — CONTRACT DOCUMENTS •A13 A3A L100t NPoV11,k. 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ELLVATO COST C C15TE5R HOWL R PROD M TM F4RL 0 M 1T[N L NLL OARS SHALL R MORO CORERS 541 R F 00 T NPOVED OF 104-ETN10 CO16.0 0 PITH AMMO OEN 600 •TMUPC SO4S REPAID Or NWI-P0L COATI TIAPPE 14EU* 5E P.R O CE010r005 SHAL.E0EED Pal R FLEW F TM SALE MOOT OR Nu 0 M 10 LLC-N CORE 55 CANON PALL 0 N TM POW WITH A Pal ORW ESOtD TO MOP A rPE1 OD M ENTERIC. COKES. Et M WALE M CABLE P► SOTS R tl POCPT SCE[ TO NOT 01ONT4 T. 1 0 OP DIE 4 CARA TSOP. REW WITH A SLIP GLOW SHALL R 16E0 TO INS. TOT MS NNIB LL TEM*5P0 01T 6 Cl EOO[LD N APPOE.0 WP<NI SHALL R OSEO TO FCRI1*TA40 TM Nu.. P THE LASE X 00 CEO STRING SHALL R Ero MOO N0 CLEMO OHMW/D MP PUPAE. IEDPL.KATMRPROF A6 DAM Allf SEls0CU ATTACHED TO PP P.N ROW LSRO 7055*D 9141 SEratSMMTTE0 1 MP5P0 Inn.TTHE n. 4* OR EOPRET S6N1T141 5010 FP T. P*E1T SD M MRTTEE OWL WOK THE MOMS OF A O411ED DO611LTNT TO KMOO 0 1*CT0 EO4E0040 AMPECTP Tat 146 NOTE.. THE OOS01TAArs 0 WE RIM45TATME SHILL R T15A LEVEL II P III ORTI(E0 N0 SHALL KNOW W6TOCT0 ROTOR. M 911ll0 0200 ALL FOOT AMMO 1ECIPTFRO *SPCCT05 MR LOT STAOD4 SPLC/PTPS SA M OTI*10 P / *STALL TRMP< SHOO ARC • C00AR1 01M 4N1-000 OPT, 5TAISMOS BIKES PH .0 R YAW • THE BASEtl THE POE TMAT SHALL Or BE orMA.• TMELLLnC4 SEM. CAKE 001100111 M Or SP4 CAKE 6 POT P01RL TIP TM CN4LT n M SOFA MAD. DP A TEE*µ WOE Sx41 R USED 9. 105 EO RENT M6.KESTBN PGRES ND NNEIO WITS, M OTOCTP Soo APO SFRCE0 SHOO CAKE 011* A WHIP OF TEO IL SY4I POCTPS F0 UCH ,WPM IRIS rr0 40500E 0001.66 ION L001 0SIU1 1411 0T PALL R SOLOED 04 TIC RZITTMCTPY 60 E16r W FU4P P.EM ND LM1 11.E Aryl 4MM RPM AIE TO KOMI Al ALL SO.. INTEMSECTO6 U0L55 MOOD OME. O PLN6 ▪ M OTMCTEI SHALL OTn M OPIETRRT N IMPS. 00 LESS THY w DAIS OOOW PIS * 4*MO P TWEED ErELECTRCI. EOER SERE HOOPS OF0 341E*T0 / STREET 600116 1CILITEO TR S THE UER O SEAT • LETTER Cr MOIST ALE r,M N TFFO*11 Or G OEMM LLLCTRCAL OON.SOE0 ND CPTFID r 1 ONTER [CLOTHCIN AUDIT .09 0 FOT 94*11. Rp 4RL EBDq P40 OMTOV0005* MY CPO Pool PPm AST.. O M OT4TP PALI CO PA0TE r11 M MOWS 541 EA TOIE10 WEPT TM ARM 000raam. K.4M0 70 80*0 <0.00EAT Tm AIM THE TH 03.10.A PERM L`M`Ea n�OTEM*� CtWun R M USE P 'MIS' POP ECM SO. •0441T05 PANE R *METE* 61 M Or5C1P 9W4 V(RTT pp.. WL. LOOS R4110 1141-0. COME RFOE 0001i G. Mk REAL MATED CO VAST MS 9W11WE 00000E O Cr TIES MTH 5 FEET Cr SPAT TOP. 65 HE OWL 0 51 TMCTP 9CAMMATC •04KE.010NNCTIE.0rP OR TE T* AO 4 POMOM ix 1-O E COn TOME MRCP. IS RAD P 1144E 41(05 .TM NLDCRTO CKAt1 g03.MD(ST"A15.A1*110 [61PE NEMO. moor. SHALL ETP W601CD MPIPMATE 01[ To no PT14.0M P 004C1 WITH .DE00 01u7ES OR4T1E•n M. R WOE SOOT TO LOSE Mr.. P THE 0104ER O POTgEO SO4 POES.P*DESTALS MILD 0114EET 6 CHI P HIP AESTHETE nM Y M EIQOFD O6T M. TRAFFIC 0644...5.100T M MATED MOSTON S01146 Np MSE*TE0 mop. SHALL Pt A RUT OUP TPA. OTMCTP O 96N4 n7EE W CE01 SNPLLS TO TM LAMP O. 000110 1OR 001001. ME. 10 0101016145, AR6 0711C110 R 41DR PP A 4 M MVP 0P 0 *0 POOL OTARS N 900 P OW RRE RPNED ION Tom. SONµ MU PM O 0501 TOO n E THE CIATRCTOI 4 MOOED C IMF., mom 071015 .M1 AS0ATEO COTS PALL R MIMED O THE COMICTP'S 00 71 M OTOCTP SHALL PFC.. MO 91OE4T 9P 0.N16 TO TM POWER P MOM r. NL CVO WED • Tod MOW .011 R EMPlO 01RMOTMI MOM .57 M DES. MAIM 94 PN06 w POMP. C40HAT05.SOED NO SEALED R 4 FLOML 00671.01) FOIES504 POMP SIEITTEO TO 1010*I 00 TOM a114 01RCT0 SHAM COOT TM R n ME Or MOUE OFMEMO. FO 1O *40*4 LE TC OITRCTP SREL1441E A SO. H0a40 BP SEED TO FT 451405 ECM. TOP M OTT. OCAS. c7MCTP SHALL SCOT SHOP WHIMS MO ES0 C4NUr0O3 SPED N0 1L410 Or A FL.P R06TE4L0 Pr4FSSE.4 MOUE ION M H45* MF SO01 RO4W O SW1L R 0613r1•T WITH Cm P NOIR 5.1TLL ow,T mg rat RVOMT SEEN0405/MEW ER 70 ENMmMS MR TI MSTOMIT1 ENT MI5 OT*CRP BRICKELL CrTYCENTRE ATV uuul.�U - INIVAnova AROWIECTONICA MrN.+....,DIH.nll 0.41.11.41 th Coal, akini H11P0........1M. AWCQMTN n -.,. Is1.] 1�1RLMIPP rul+u0Aw1 *THAT Al.nnHl wPwH.Ax BCC En. i•N4 (iLE 1) CONTRACT DOCUMENTS REIN OFSCRIPTION DATE * 11PIr_. PROJECT M.P. EMS SEAUSIpNIUMMATE. PA.00Nr ANm. P.E. HImM7-IIOm NM Assoc... Inc i4 1ILOHSO P:0 T00E3 01141 5001R100410n R CA 00000616 1+ T. CRAWIMINAVA SIGNALIZATION PLANS TS.03 ENE" ErnorricrwEcAnrannAnkno. I i ' TRAORAT BRICKELL0 CMCEN113E NoMN ermoc"..... rnis teloir effin Ind ixine'''epine‘nat,5 Leirs""' orAetelIM nee.‘.1e:e*Vn'ax........."Ing•Z...1U....4•=tiVer2rArrarier.ireZte• Sso Pen, to. 4e,hcm wen wow. Ity.mo of end know. ...ewe en tn. .0mnak vntign oulneekrps:n IAMATOMX A TIC =TRACTOR SALL DCA 11=1-0000 =MT RAT•momoir 106=0 MISKR=10145450lIAPON I= WAX OF Conn 0 SECIAirr. AT LEAST A =A PRO. RS THE IRMA= Or MT •COR CAT= XI FELT Cr A MOT 56114.45100RL45 KRAMER Mon R AAT = 6C55A00 AA.= • L. 40245 RA ONAA DOS rok Tow Ams =AC art'ArSonT • AA An .11 I•17 , 111,0v 4514 CORMS CEARA A 305-75-06 = EMENZACT $111.14045 Arm cm= 5 RIR RC WS= 6 CATERATCAL LA =IS AEA Con= Or, ATER TEA sex= MDT 0413. Mir NOKRAIRO REACELTH TIE ROM. MD roux • A RR UV KNY/T. MO OWE OR Kok.= ICC TRAMCAR= PSALM. %MO. illeiWIHRYT Wet. AROUITECTONICARoo Ann... kw. 116.61.d ntt• . let t) lau 1.a.s. 1.14 ?Ire L•T.•;••k%CrC ,S.U. IT KlICRAILO VITHAI A 3) FEET LOW WEL= CUM= _. AM TIC ORE* MT COES CV TAR Mr 1 KTICIRAst./a710110411 RICAN 1.11KLIM • VOT ITOTTER 6 =Me nC OAT FOR TIC 1ST SP000ER.1160 KR 0015 =SCR AC =A TRATE• TAKAO 111•40.1,1) 1. MN ,OL PICL•Cil• TO IS MCI.. • DSC PO - ITEMISI Or I= FOR APARN TIC POTTER RA RE 45=0 ICiniey*Horri .---''. 5 /AR CONTRIOIR SALL TAR ICAT SAM TI=06 =A TO ARIVO=6 urr con 3CONCATH • MOT S CM= OR ALTACROMS Mac= :TIVA.Va-A.4A-r Rw....A. 0 non Ann .14. brae .no• 4, re tll ....—ann. fa. ksuly1.1 r• ,......, 1.,itual,Liredadr :µ:1•14"('"' .t.141".".''' 110.4.• .40•01.s•—•• vd I , ......11 dm!. ........L .4—. 4.11 ..014 OM. ,Ilu• VaLuFt,11 . .... 'dr ...., 4. ...., s,•••••••agniase••••••11401F VI. Jti,..-• S. SR v••••••••....1%......• V.,114 I. MA 1,111. rol..11, nit•• ..I.TIMJ VONVAIANT M14 VW... We. I 4,.. p............../ ..x. rjjall no •••••••611.•,••••••••••••• 1. f 1.4,•••••••....• ••••••• wt.* BC C = CAN :A. 6 on CONTRACT DOCUMENTS RF, .1 DESCRIPTION DATE 450.0,14204018MONA 0045,,L MI u anacenitTE.A re MMIII41501 Nam P E NimlurNarn and A.110dill. in, st license Ma 10323 DPI.. R•ols=len • CA 0000066 VIKAWIM1U NAME SIGNALIZATION PLANS %MA AA ••0••• i 1 i 1 i • s r TS.03A 4,09,..10,01.CUMOrA•0,0•6.1101,01 1., - ea$ =$a 113 4 _8 SIGNAL DETAILS ❑6 I=1 E P'I Q P8 M O W 3-5EL 1.. 1-WAY 5 AS 1 650 1.14 I 0 03 36' A 36" 741111 PEO. SIGNAL 10007-L30WW 1SECT. 1 WA, 6 AS I 653.1-11 1 SIGN DETAILS 700-3 201 T1 TAI 0 0 36" A 36" 700.3.201 SW 8 ST Carlo, ArOulera Blvd I 700 5 22 I 11 CAI LISMI 0 SW 1 AV I 700.5.22 I 11 CAI 11 'Al LED INTERNALLY ILLUMINATED STREET NAME SIGN DETAILS SOP AS SHOWN 1 }rs 01 02 • PERMITTED MOVEMENT TF 1 TF 2 ©+®+® o+®+® Nl0 3t 19" A 16.1 IM0J111b01 14 EA1 )N0LUUY0 Ila 11.1t C051 OF PAY ITEM 063-1-11 SINGLE 510E0 SIGNS WITH IVHITE LETTERS ON INTERNALLY ILLUMINATED REFLECTIVE GREEN BACKGROUND SIGN PANEL (RIGID MOUNT ON MAST ARM) CONTROLLER NOTES I. MAJOR STREET 15 SW BUT STREET. MINOR STREET 15 SW 1st AVENUE. 2 SIGNAL OPERATING PLAN AS SHOWN. 3 SIGNAL COORDINATE PHASE 1. 4. FLASHING OPERATION SHALL BE RED FOR MOVEMENT 6, AND YELLOW FOR MOVEMENT 6. 5. TRAFFIC SIGNAL TIMING TO BE PROVIDED BY MIAMI-DADE COUNTY PUBUC WORNS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. NOTES REMOVAL ITEMS I 632.7.6 I I 639-3.60 I I 646 1 60 1649.36.500 I 670 5.600 I I. POWER AND COMMUNICATION SERVICES E%ISTING TO REMAIN, 2. CONTRACTOR TO CONFIRM METER REQUIREMENTS AND TYPE WITH FPL AN0 MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. 3. FPL REPRESENTATIVE IS ANDRAE DARBY. TEL: (305) 377-6097. 4. AT&T REPRESENTATIVE 15 MARTHA GENER. TEL (305) 222-0959. 5. SIGNAL TIMING TO BE PROVIDED BY MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT. TRAFFIC SIGNALS AND SIGNS OIV1510N. 6. PEDESTRIAN SIGNALS TO BE ORIENTED TO THE CENTER OF THE RAMP THEY SERVE. 7. THE CONTRACTOR SHALL UTUZE EQUIPMENT THAT 15 CAPABLE OF CONSTRUCTING DRILL SHAFTS AND INSTALL MAST ARM POLES UNDER THE POWER UNES. COST OF LOW PROFILE DRILLING EQUIPMENT TO BE INCLUDED IN THE RELATED BID ITEMS B. REFER TO SIGNING AND MARKING PLANS FOR GROUND MOUNTED 9GN5. [I 6.] it EA] (2 EA] (2 CA) [+ [.] - 3B (I EA] (I EA] [I EA] 'L-sxl�---MA (70 L<] REMOVE EAST. POLE MO SIGMMS SIA 03+1a10 26.75 LT 635-2-11 646.1-11 665 1 11 630 2 12 - _�17' -ter SW 8TH STREET U.5.<1) - STA 03.06.2S 32.50• RT [t EA] [I EA] C [I EA) (20 V] [A EA] [1 AS] 2 W6B.S (70 LF] [I EA] [I EA] 64O.1•11 REMOVE DOS,. SDMAL MAST ARM 632.7 1 635.2-11 670.5.120 [20 V1I 630. 641•2.12 STA 03+I111501 Sa50' RT ARM LENGTH - 40.001 ARIL BEATING - 5 66021Y * 635.2-11 649.31.102 [1 FA] [1 EA] (3MIW*4- - Si4. O .1 3+6562 ]T.9 665.1 11 STA 3+01.S0 3200' RT ' SKNAL MASI ARM STA 1.7140 31.00' RT LLST. PPL SERVICE POINT 10N 21000 POLE) [I EA] [1 EA] 2 20 :2:I [7] [1 EA] [1 EA] [1 EA] C Ttl PONT MAIRg14 I 630 2 12 I (120 Lr] I 6352 11 [1 EA] STA 0.3+92,00 29.30' R, ARM LENGTH . sa99' NBM BEAR0.O - N 021,Yt * 635.2-11 649.31.103 [1 EA} [1 EA] INTERSECTION IDENTIFICATION NO. 2245 SW 8th STREET (SR 90 / US 41) AND SW 1st AVENUE (E) BRICKELL CMCENTRE �006540N +91442ENNLV% SWEEPPOPEMES AROWTEC7DXWCA • DNIMAre 0 mnl,•a xctsF.suir• r -" tu BCC "d" Te7R �J CONTRACT DOCUMENTS NHLCN a, aD� T REV R DESCRIPTION DATE Alti.J11 FGT.., INCL. WA. H 2666 SEAtsiONANREOATE: MII000IO+ 0.I0m, P.L. KInllay-liun, and Anoclalos. IRO FL Lken.a No. 70323 O6k4 Rplstrtllon 6 CA 00130069E S)GNALIZATION PLANS TS.04 a { 6 [ tl SIGNAL DETAILS M❑ E Irr P4 P6 PB 3 SELL, 161Ar 6 A5 O 1�. LTD 516NA1 MIN, ➢888 1 .LIT I -WAY f 11 I SOP AS SHOWN •1 62 • PERMITTED MOVEIAENT TF 1 -6. TF 2 ©+®+® ©+®+® SIGN DETAILS A I 100.3.201 I I c41 0 0 3 S 8 ST LR6ol 4hok7a 9146 700 5-22 O 5 Miami Av /0u 5 II LAI LAI LED INTERNALLY ILLUMINATED STREET NAME SIGN DETAILS R10 3E (9' 4 16'1 400171T01 14 EAI (41 L00E0 !N THE E051 04 PAY ITER 6155 1•11 SINGLE SIDED SIGNS WITH 147417E LETTERS ON INTERNALLY ILLUMINATED REFLECTIVE GREEN BACKGROUND SIGN PANEL (R1010 NOUN, ON 61A51 ARM CONTROLLER NOTES 1. MAJOR STREET 15 SW Bth STREET. MINOR STREET 15 SOUTH WWI AVENUE 2. SIGNAL OPERATING PLAN AS SHOTS 1 90NAL COORDNATE PHASE 1. 4. SLASHING OPERATION SHALL BE RED FOR MOVEMENT 4 AND B. 5. TRAFFIC SIGNAL TIMMO TO 85 PR0WOE0 BY MIANN-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT. TRAFFIC SIGNALS AND SIGNS DIVISION. NOTES [•20 LP] µ EA) [I AS] 2 DIES DOD LF1 D EA] h EA] I. POWER AND COMMUI0CA1ON SERVICES EXISTING TO REMAIN. 2 CONTRACTOR 1D CONFIRM METER REQUIREMENTS ANO TYPE TAM FPL AND MIAMI-DARE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT. TRAFFIC SIGNALS AND SIGNS DIVISION. 3. FPL REPRESENTATIVE 15 ANORAE DARBY, TEL (305) 377-8097. 4. AT*T REPRESENTATIVE T5 MARTNA CENER. TEL (305) 222-0959. 5. SIGNAL TIMING TO BE PROWOED BY MIAIAI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. PEDESTRIAN SIGNALS TO BE ORIENTED TO THE CENTER OF THE RAMP THEY SERVE. REFER TO SGNNG AND MARKING PLANS FOR GRWNO MOUNTED SIGNS. 6. 7\ ) 0 0 0 0 6.47.00 635.2 11 646 l•I/ 665.1.11 (» 1F1 {3 RUKS1 - BE GSVNSI`H - - - - 41 -15--R.Ff (1 PI] 6 610-2 f2 [SEA] [I EA] 67C 5 120 635 2.12 639 1 122 639. 2 I 639 -3 I1 641 2 1) [+ EA] [I EA] [I EA] 7� D �'( ROI01E vat res,, PQE MO 51011415 3017 (3 RLWS) 635-2 11 6)VL 31-161 [I EA] 646 111 C (1 G) 665 1 If REMOVAL ITEMS I I 6, 1 1,0 I I 646 1 60 I 1649 36.500 I I 670 5 600 I (+ PI] [I EA] [2 EA) [2 EA) IT EA] CONTRACTOR TO COORDINATE NM 5L5 LUX PROUECT MUM/BETTE RO0RIWEE 954-301-6974) FOR PROPOSED BRE LANE ON 111E SOUS LEG OF SOUTH IRMI AVENUE AND OTHER RIPROVFNENIS Al 11E 50U1NEA51 CORNER OE SW OM STREET AND 500111 WAN AVEMIE. 88 8 Mf "WY 2 to 4TA 10427.60 6CALE A55nOwN 3LB0' LT 635 2 11 646 1 I! [I EA) 1+ EA] 5TA 10.X00 2076 LT 6J0 2 12 635 2 11 6A6 1 11 665 1 11 610.2-1 SF W BE - 1---BE •tip CD east rPt. soma .3.1 (BN ROOD Pan STA. ' 0,6500 20.60RT ARM LENGTH . wow ARM RA6610 . N Mi111Y W 635 2-11 649 31 103 Li cm [I EA) nw [I EA] [I EA] INTERSECTION IDENTIFICATION NO. 2244 S 8th STREET (SR 90 / US 41) AND SOUTH MIAMI AVENUE BRICKELL CITICENTRE �ANOTETR AROURECTOMICA 10mley*Ham Aaw.w..at P:Pi11L�wwl,:.n N,..•: Fn• wMLLtir+,a�waN 1 CP, OW SO3 .nw IWTwuN1 Tic • 5.110110, Nt .w .V.010.4W Nr."r t..... iN Wu... •w5.nm an, BCC On PIM CONTRACT DOCUMENTS REV ■ A DESCRIPTION DATE N LSO MA.00144 u¢a•TS M40.Mar AW, P,E, KlmlerHarn and Ammo. es, N6. L Lkanse Na ,0323 0611N R.•NNMbn S CA 00000606 SIGNALIZATION PLANS TS.05 .2 sit u � SIGNAL DETAILS 00 0 F2 0 6A rat OgIC 3 56(7. I W4• 6 AS 640 1 r•1 I 1 SE f. 1-W63 A' ( 61 1 14 I PEN 506NA1 fpl)N1 JRWN I-SEt7. r..Ar 6 AS I 6S3 1 11 I SOP AS SHOWN 10 V+® REMOVAL ITEMS f----H6 5 _T, �\[0O --.' --�- 1t....l=,.3e"--G�;Z%°- - - it- -_ Jl4 • / I 632 7 6 I I r•iY ] 60 I I 646 1 60 I 653-1 60 I 649.36.500 I 1610.5•600 iu • i6' 700 3 201 I I1 EAT 36. A i6 I 700.3-201 I 2A1 999 I,/ ,1UDIFIEP1 !I EA) I.VLIIDI II IN llll 2.051 O1 R r ITEM 665-Irr O NO TURN ON RED A10 11A iV t Po I 700 3 101 I ,7 FAI 0A3INW LT10.f7 AM LLNG1N . 40.00' AM 6EANNG . N 35.41.46' • 635.2. 11 649. 31.107 SIGN DETAILS 0 0 SW 7 ST [INN Pomet W.f I 700 5 22 I SW 1 AV I 100-6-.17 I II 6.L1 I1 IA/ LED INTERNALLY ILLUMINATED STREET NAME SIGN DETAILS SINGLE SIDED SIGNS WITH WHITE LEI -Fens ON INTERNALLY ILLUMINATED REFLECTIVE GREEN BACKGROUND SIGN PANEL (RIGID MOUNT ON NAST ARK) STA. 14.63.20 S0.9g LT 635 7• I1 (kW-„_. 636-1-11 (9 EAI REMOVE 6160T. POLE 46.0 SOMAS [I GA) (4 EA3 (2 EA) [2 EA) [I EA] (I EA) (1 EA) 212 -ag • - 1 g»RSeV ft,6mpisser E,#IL- 5 - ' - // 6 _ _ - f' S/ - - - 5' _ - Tf•, �ST'll; r'�""N M6WLId PDXSATA•- S - -- -F --6. _5_ _ 6-- a= SIGNAL ON CNN KU ____ Wrintnii INCEEIEJESI ZEZMILVII t� (2f0 ✓) EA] (1 AS( 2 INES [220 V) NOME ERST. [I W SIGNAL INDT AM (1 U) CONTROLLER NOTES 1. POSER AND COMMUNICATION SERM6ES EXISTING TO REMAIN. 2. CONTRACTOR TO CONFIRM METER REQUIREMENTS AND TYPE NTH FPL AND MIAMI-DADE COUNTY PUBUC WORKS AND WASTE MANAGEMENT DEPARTMENT. TRAFFIC SCNALS AND SONS DIVISION. i FPL REPRESENTATIVE 6 ANORAE DARBY. TEL: (305) 377-6097. .. AT&T REPRESENTATIVE IS MARTHA GENER. TEL (305) 222-0959. 6Cxl AO N+MwN 5. SIGNAL TIMING TO BE PRONGED BY MIAMI-DADE COUNTY PUBLIC WORKS .0 WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. 6. PEDESTRIAN SIGNALS TO BE ORIENTED 10 THE CENTER OF THE RAMP THEY SERVE. 7. THE CONTRACTOR SHALL UTILIZE EQUIPMENT THAT IS CAPABLE OF CONSTRUCTING ORR,L SHAFTS AND INSTALL MAST ARM POLES UNDER THE POWER LINES. COST OF LOW PROFILE DRILUNG EOUIPMENT TO BE INCLUDED IN THE RELATED BD ITEMS. ry, B. HEADS 4V TO BE 14' MINIMUM HEIGHT ABOVE SIDEWALK. J �4 SW( 14.0426 2325' LT [l EA) [1 EA) [I EA 035 2 11 660 4 IT 670.5. 020 630 2 /1 (1 Po) (6 EA) [1 EA) 11 EA) I (30 LF) (2 Imo 035 1-II fJo I 11 AI,u i7 12W STA 15.14,67. 24.40' LT sm.' 15.37.77. 24.4N BC .. _-9E- - - - 9MTINTNSTN I �,.,,,. /L{ ATAT ERBC� ��� 10 �` 11I_ __4p. _ __/y_ ___�jy_ _ _ - 3g �+�1Ty �i 1r.�� fMAN1Q£ _Ty___Ir I 36 -�� __3y___J_p1_ylYyT _I.5,1.Orgy1 I -3 �- - - 30 CagyiittY /T T9 . *AL. - Ail d1 ~ ' i Bi - - , - - NO - iN Of MI i��L _ + S 1O010ET66T. .arisar . 6 , - + - - 7- - - PAST .� 11 LA [� RIM} 1 i 5117 Ras 1 1 31RENOIR MSS E. 635-r-112 KILOTON. I+0 40+AL5 I 639.7 1 639 3,I3 344.DrR5f.14 1 ir *V', 6 41 2 11 61>2-11 (I EA] NOTES a6 1 11 ,; r.) E '% 1. MAJOR STREET IS SW 71h STREET. MINOR STREET 15 SW 1st AVENUE. [50 LF) 6302-12 STA 14.0.04 24.52' RT 2. RONAL OPERATING PLAN AS SHOWN. 1235-1 11 (''�EA]. 6467 I1 (EA] i SIGNAL COORDINATE PHASE 1. 4. FLASHING OPERATION SMALL BE RED FOR MOVEMENTS 4v AND 6, AND YELLOW FOR MOVEMENT 2, 5. TRAFFIC SIGNAL TIMING TO BE PROVIDED BY MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SONS DIW90N. 6. REFER TO SCNINC AND MARKING PLANS FOR GROUND MOUNTED 90NS. I I ' STA INr0.60 TASTY NT. AR• LEN6TN . ADM' ARSE Bel4N6 . N 020316' 635 639 21 102 (1 EA) [I EA) �\ I A INTERSECTION IDENTIFICATION NO. 2240 646 1 II 1 EA Il EA) VEHICLE DETECTOR ASSIGNMENT Of TEa t6TR CE ffl TOR NUVEMENTS 1031 :UNMT V4 I VI! 2 1 04 '1 40•4 ._ LEGEND vr70E0 0E 7EC71d 106E SW 7th STREET (SR 90 / US 41 ) AND SW 1st AVENUE BRICKELL CITYCENTRE 990 911 6011nuuul A1F1++119 ARDENTECTON/CA Orley* Horn Td6U119i1,4 1 wiarA• 91. I M MM. lilt LAIL AA Ann AMA 6• 0. wh+n r.x• 19119•PAIL Iwo 94111a1,990aru+. r rr BCC 6'KEi , ErQ diT-4)3� CONTRACT DOCUMENTS 9491.1111 OESCRP3TON ['ATE .. .w4LH.:666 Mu0e*wl Adam PE, Kun43.Ho+n and Aseetanse. lnt_ FL l4sse No 70323 (Nice Registration f CA 60006496 SIGNALIZATION PLANS TS.06 SIGNAL DETAILS 1 0 0 0 m Xi oo�o 3 3tLr 1 W4r 3 s ,IAr 3 Sctir, I NA, a 4S 1 AS I 630..1.14 1 r1 I ,so r Ic SIGN DETAILS A 0 >J R3•1 36' A 36 1700.3.20r j i1 EA! 0 713 : 16" A 36 1700-3 201 I EA? 0 S 7 ST CMu4e P•p•. w•1 700 5 22 I 0 qoo AIL. 54661 rI i4NI OOPS 1 SE31 VAN A5 651 1 It I SOP AS SHOWN RI 02 • PERNMED t674EMENT '-•I TF 1 TF2 -+ O+®+® O+O+® 610 3t 19" A 18'1 RNLIF IEOI (2 EA) INTL0Yt0 IN ON C051 O7 E179T I'R P41 ITEM 665 11! §EOLIte PONT (0A =CRETE POLE) 5 Miami Av I 100 5 11 I I1 FA! 11 441 LED INTERNALLY ILLUMINATED STREET NAME SIGN DETAILS SINGLE SIDED SIGNS WITH WHITE LETTERS ON INTERNALLY ILLUMINATED REFLECTIVE GREEN BACKGROUND SIGN PANEL IR1GI0 MOON! ON MAST ARMI CONTROLLER NOTES 1.MAJOR STREET I5 S 71A STREET. MINOR STREET IS 5 MIAMI AVE. 2. SIGNAL OPERATING PLAN A5 SHORN. 3. SIGNAL COORDINATE PHASE 1. 4. FLASHING OPERATION SHALL BE RED FOR MOVEMENTS 4, 7 AND 2. 5. TRAFFIC SIGNAL TIMING TO BE PRONGED BY MIAMI-DADE COUN TT PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS CARSON. NOTES 630 7-17 635 2•1I 639 1•122 639 2.1 639 3 11 641-2.12 AAA [10 LI] (1 EA] EA] STA 1N6710 22.62' LI ARM LEARN • 40.00' ANN 9EAM10 • N 0T42'9 7 R/11KJ s1A 19•1s26 2A99' LT 630•2-I1 635.2 11 640 1 77 635 2 11 649.31.10J _ I 4TA 10.59.60 ; _Y566' N7' D CA]. 935 2 1I [1 EA) 646., 11 REMOVAL ITEMS 1. POWER AND COMMUNICATION SERVICES EXISTING TO REMAIN. 2. CONTRACTOR TO CONFIRM METER REQUIREMENTS AND TYPE WTH FAL AND M1AM1-DADS COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC 9CNALS AND SCRS OINSON 3. FPL REPRESENTATIVE IS ANORAE DARBY. TEU (305) 377-6097. 4. AT&T REPRESENTATIVE IS MARINA CENER, TEL (305) 222-0959. 5. SIGNAL maw TO 8E PROVIDED BY MIAMI-DADS COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT. TRAFFIC SIGNALS AND SIGNS [HNSION. 6. PEDESTRIAN SIGNALS TO BE ORIENTED TO THE CENTER OF THE RAMP THEY SERVE. 7. THE CONTRACTOR SNAIL UTILIZE EQUIPMENT MAT 15 CAPABLE CF CONSTRUCTING DRILL SHAFTS AND INSTALL MAST ARM POLES UNDER THE POWER LINES. COST Of LOW PROFILE ORIWNC EQUIPMENT TO BE INCLUDED IN THE RELATED BID ITEMS. 8. REFER TO SIGRMC AND MARKING PLANS FOR GROUND MOUNTED SIGNS a ( I 631•7 6 I I 639 3•60 I I 646 1.60 I 1649.36.500 I 1670 5.600 h TA) poi [2 EA] 12 EA1 (t EA] (1 EA] (I EA] tl 51219'IfA 20.37.60 2 616 2 11 \ 646 1 630.2 12 I Al 6 1 I 1 (I EA] 1- 0 10 STA 20.32.56 28.25 LT AMA LE06M • sofa Mat REARM • N 6Y26'p' E A 130,2-97�1i 635 2.11 639 31 103 (1 EA] (1 EA] /M WE /-PREP. SW. EMA1. (2 RUNS) (160 2T) IS EA) (I AS) 07M6 HIRES (I69 L3) (1 EA) [I EA] [I R) (7 EA] II EA) 6301-1 635.2 IT 639.1-I1 639 2 1 639-3.11 64(.7 11 ro Ea41 FPL t2RYQ PONT ION CONg7TE MOEN Pan .N97 So' ID Aft/ SEAMCE NWT An9Orl 90' INTERSECTION IDENTIFICATION NO. 3449 S 7th STREET (SR 90 / US 41) AND SOUTH MIAMI AVENUE ( BRICKELLRT CrTbCENTRE eiNommiaaretras ARWITECTUNIC4 IGmkrbliorn PVIAA6•� bII ,u�v wA • :0WArr, • .+Pt..rrnOR 1 VP wawo.▪ °w" BCC CONTRACT DOCUMENTS RFVa DFSCRIPTIO DATE AA O,AIL.:1or40•PNWtcI Nr•skA 2666 NAIIINAIW.W.L Mloawm AMm P.E. RNnbr*Mn 3r16 AnpkMMs Inc Ft IIFwroo No 7032 OMAN Myp1MMn 0 CA 00000696 OWMMIMNE SIGNALIZATION PLANS TS.07 O oee 1. 1 SIGNAL DETAILS 7N a o 3-att1. -wa• 1 Al I 651 1 14 I 3 56 )' . I IVA, 3 Srn I Na, 1 AS [ 650 1 14 I I 550 . � 1 REFER TO ARCHITECTURAL/STRUCTURAL DRAWINGS FOR MOUNTING DETAILS SOP AS SHOWN •T •2 • PFRIIT= NONEVENT •3 TF 1 TF 2 ®+®+Ir• 0+8 c +® 9l TF 2 VEHICLE OEIECTOR ASSIGNMENT DETECTOR N0 DETECTOR FUR MOVEMEN75 ZONE V7 7 VD 7 I V> / Vb I 1 VIA BR .11. 1 V1R 6R `0 b 6A 1 CONTROLLER NOTES 1. MAJOR STREET I5 SE 7th STREET. MINOR STREET IS SE 90 BLOCH. Z SIGNAL OPERATING PLAN AS SNOWN. 1 SIGNAL COOROIMATE PHASE I. Y[U 51tiNAt 1 nb5T POW Al 1'5iEr7. 1•WAI 6 A5 I 6,3 1 11 140 V] [3 30.1 [I AS) 1130 161E5 [40 311 [I CAI 11 RAI 4. FLA5M6/G OPERATION 51441 BE RED FOR MOVEMENTS 7 AND BR. AND YELLOW FOR MOVEMENT 2. 11iE 5. TRAFFIC SIGNAL TIMING 10 BE PRONDED BY �1I M4AMI-DADS COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS OINSION. aE [220 L71 (,IA) TR) MHOS 112O V1 A AT•T SDMEE PONT (11A444rt47 ATVN2L 240' (SEE OCTAA A NN PEET TS6+) 51.1 SIGN DETAILS O O Rr 2 f6' 34' S 16• Sli 151LT) STA 23625 65)RT1 1 700-3.201 I TR) I 700.3-20, I 11 TA1 NO TURN ON RED A1V- 11A 30' A 36 0 SE 7 ST Cbrwe Pepper WAY I /o0 5 22 1 1: F4) 0 SE 90 BLK I Ion 5•21 5�a 23.12 55, Li, 51A 13/16 05)L7) STA 23+12 051RTr 51A 23,32 /5, XI ( 700 3 201 I 4 N10 3E 19" P 16'I tN031)i ILL/ 12 EA1 )NCIUTO IN THE COST 0T PAI 1TEN 565 1 11 635.2.11 (a WI RI O wit \ \\ 630 2 12 639--0RF7S 630 2 12 [225 IF] 10 EMT. TN. SEINES PONT (ON 00Watft APPRO. 325' (PM OETNA A Ale SHEET 1S0T) 630 2 12 635•'-11 639-2•) 1. CONTRACTOR TO CONFIRM METER REQUIREMENTS AND TYPE NTTH FPL AND MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. 2 FPL REPRESENTATIVE IS ANDRAE DARBY. TEL: (305) 377-6097. 1 AT&T REPRESENTATIVE IS MARTHA GONER. 1EL (305) 222-0959. 4. SIGNAL TIMING TO BE PROVIDED BY MINA-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT. TRAFFIC SIGNALS AND SIGNS DIVISION, 5. PEDESTRIAN SGNALS TO BE ORIENTED TO THE CENTER OF THE RAMP THEY SERVE. 6. REFER TO SIGNING AND MARKING PLANS FOR GROUND MOUN1ED ST3NS. REFER TO ARCHITECTURAL DRAWINGS G-23 AND G-24 FOR SIGNAL MOUNTING DETAILS. • 635.2•ll 1 ISM T. MATTE STA 22.6300 2230• FIT ARY 41MOM - 4000 ARM RANMG - M O2.SE, • • 630 2 12 635 2 11 649 31 101 632 7 1 635 2. 11 660 4 11 670 5 120 110 17) (2 Rub) [I EA) [I SA) LEGEND 6TA,23457 70)1T) STA 21.42 901R1,) LED INTERNALLY ILLUMINATED STREET NAME SIGN DETAfLS SINGLE SIDED SIGNS WITH WHITE LETTERS ON INTERNALLY ILLUMINATED REFLECTIVE GREEN BACKGROUND SIGN PANEL (REFER TO ARCHITECTURAL/STRUCTURAL DRAWINGS FOR MOUNTING DETAILS' DETAIL 6 'T J ) SE TIN STREET S Ep RQ1R\ a J ATA, WINCE.... P0.0 (40 IF) (4 RIMS) ON ARCHITECTURAL °RARING G-24 I [I EA] - (i EA] 6 T0.2.12 [20o 1F) 635-) II [2341 v1DE0 DETECTION ZONE (SEE DETA9. 4 ON ARC ITECTURAL DRAMNG C-231 t2 LA] V.,_ k..._. ..'-0E . X.._ (120 LT] (2 liars) 630 2.12 606 1 ) STA 24A10.00 i4W LT 635-2•11 646.1 II 565 1 11 WNW WO. STA 24420.00 24.46' LT S12+4'wt 635 2 11 646.1 1) tI EA) [I EA] INTERSECTION IDENTIFICATION NO. 6942 SE 7th STREET (SR 90 / US 41) AT SE 90 BLOCK BRICKELL* C r)CENTRE m^ r „V14W a,Tr,.r SOU!. WWI Avt AROWTECTONICA *Hone .2'CRR.tria 4443fi nr,L1(nk hl Cum 111.k. tlf a.�. Wr.A...�.H.W rrs..TWo v ru trax.-..ur BCC CONTRACT DOCUMENTS Nol REVI °ESP:RP110N OA1E MOU'LC'0964ISChCT-„tret•L 1CW Sf•u51Uu1�NAKf.rE. Weer. Hem, P.E. N.Nry.FIc.n on0 A4sw3... Ins Fl license No. TO373 q0.. R..Nlnllen 6 CA 00000606 SIGNALIZATION PLANS scot: A..ww4. TS.08 t 11 fir 11 Is; Azi .y aid s)Ei SPECIAL NSTRCCTIONS ID P£0 PEO. HANOHOLE NO BUTTON SIGNALS U7arl0N A LT e a C 0' D r Cr 1 Lr CP K - - 6. - 0. L - - - 0' M 0. 1 E H5 I 1 :o.Co7 101010k IT I W, 5 , n, SIGN 0 --�.y— r0rat ARM (EN07n • OE NOTES NUMBER OF SECTIONS IN SIGNAL READ ASSEMBLY SIGNAL DATA ARM N0. 2 - DOUBLE ARM POLE ORIENTATKNI TO BE MEASURED IN A COUNTER CLOCKWISE DIRECT KM' FROM ROACH AY ARM N0. 1. ARM NO. 1 - SINGLE ARM POLE OR — LDNGESr ARM FOR DOUBLE ARM POLE. H3 SIGN C W3 l0 � �LA7r� 2 B SIGN B W2 TOP OF FOUNDATION ELEVATION A SILN A IT WI SIGN DATA ARM MORNrIN0 HEIGHT (ARM M.N 1 ID SHEET LOCATION Par ralnoaia _ NO. BY sr*. unua Ao CROWN ELEV. SAWN YJI a** *Urfa 12 Y/N Pf0 SKWAL 1/4 DISTANCE FROM POLE 5 rCrµ LEJWIN ARM ernE5N OVAL MPS M.N. Ayr, DISTANCE FROM POLE / HEIGHT ANO WIDTH OF SIGN A NI WI H2 W2 H3 W3 0 I1, W, H5 W5 PAIN?. COLOR A TS.Of 3«6.50 620' 1 725' N N IT5' 3 3 1,.0' 3' 3' 250' 2' 6' FLAT BLACK CINEEME:=M ECM pm 645502 Wra IMEEEINIEMEMINIICEM IIMI®® 01113 22+65-00 KEE -_ -_—I— MIN=-- 2 7.75' H N Ir0' 3 3 375' 3 50' 2' 5' ,Y 0' 3, 3' PLAT BLACK 2 N N (6.0' Z7-5' 3 3 50' 2' 3' 3' FLAT EIAC17 2 7!3' N 3 33.0' 3 3 50' 13.5' 2' NI0' 3' 3' FLAT BLACK 2 N N 3 22-5' 3 325' 3 15.0' 2' 6' 3' 3' FLAT BLACt 2 H N 13.0' 3 2, 0' 3 3 40' 2' 6' 37 5' 3' 3' FLAT BACK 2 N 3 3a0' , 3 50' 13.5' 2' 6' BA' 3' 3' FLAT BUCK 2 6463' H N 12 5' 3 22 5' 3 335' 3 40' 2' 6' 3' s' FLAT BLACK 2 H 3 3 .0' 15.0' 2' 6" BRICKELL CIfi'CENTRE rtrzur AROUIIFCIONICA ram Liaati Mt, 4.44511t PAW Pnil BCC sm CONTRACT DOCUMENTS REV E sG WTI A FLAT 8LACK 2 2 2 2 MMI ..spaL .2W Muds.. Nam. P.E. ILa•r/N.M and An000W.. Ie� Ft Llwn.e Ne. 10 2 NOTE: 1. RETROREFLECT(VE BACXPLATE BORDERS ARE REOU/RED FOR ALL BACK PLAT ES. doe. R.•Mtr.tlen • CA 00000.0• MAST ARM TABULATION TS.09 Arm Truss Comber Angle 1e 4 Era Strut Bose Span Len gtn'FA'. See Trombone Mast Arrn Structure Layouts 4 Upnght arid Dulled Shall Arm to Upright Connection Interface 'rBl' 'FBI 'FB.7 'FB.r 'FB5' r Ma51 Al III Top Chord 'PC ni fop Chard Ptpe HIIldfOle A Strut 'IC. Tre Wright Cop ra 90'00'00" After Mm installation TROMBONE MAST ARM CAMBER TROMBONE MAST ARM ASSEMBLIES GENERAL NOTES Mast Arrn Bottom Char d'FC' 1. Signet Structure Materials sholtbe as follows: Upright & Arm Truss Tubes - ASTM A588 or ASTM A572 Grode 50 SteelPlateS - ASTM A36 Weld Metal- E70XX Bolts (except Mchor Bolt) - ASTM A325. Type 1 Mchor Bons - ASTM F1554 Grode 55 ksi Nuts for Mchor Bolts - ASTM A563 Grode A Heavy Hex Washers /or Mchor Bolts - ASTM F436, Type 1 Handheld Frame - ASTM A709 Grade 36 ksior ASTM A36 Handhole Cover - ASTM A1011 Grode 50, 55, 60, or 65 ksi Cops - ASTM A1011 Grade 50,55, 60, or 65 ksior ASTM 8209 Stainless SleelScrews - A151 Type 316 Threaded ears/Studs - ASTM A36 or ASTM A307 Nut Covers - ASTM 826 (319-F1 2. Reinforcing 5leelshanbe ASTM A515, Grode 60 ksi. 3. Concrete sha/!be Class IV (Drilled Shaft) with a minimum 28-day compressive strength of 4000 psi for onenvironmentalclossificotions. 4. Al! welding shoe conform to American Welding Society Structural Welding Code (Steel) ANSI/AWS 01.1 (Current Edition; 5. *Steelltems ahallbe galvanised os follows! .41 Nuts, Bolts. Washers, and Threaded Bars/studs - ASTM F2329 Another steelitems (including Wright and Truss Arm) - ASTM A123 6. Locate hondhole 0' from arm truss. 7. Except for Mchor Bons. allbolt hole dimensions shallbe equal to the boll diameter plus 44 " prior to galvanizing. Hole dimensions for Mchor Bolts shallnat exceed the bolt diameter plus %z". 8. Sign Panels and Signals attached to the Trombone Arms sholtbe centered in elevation between the upper and lower arms. Street Sign Panels shot/be infernally illuminated. Wire access holes shollnot exceed 17/z" diameter. except qs noted. 9. The Wright sholtbe installed vertically. Comber sholtbe accounted for in the Trombone Most Arm connection as detailed. 10. Designed according to FOOT Structures Manual fJonuory 20151. 11. Provide "J", "5" or "C"-Hook at top of pole for signal cable support. 12. Trombone Most Arm Comber Angle = 1 degree 13. Details for Ground Rod, Signalond Sign Locations, SignalHead Attachment, Sign Attachment, Pedestrian Head Attachment, and Foundation Conduit are not shown for clarity. 14. One hundred percent of groove welds and o random 25 percent of partial penetration groove welds sholbe inspected. groove weld inspection shall be performed by nondestructive methods of radiography ar ultrasonics. 14. Verify CSL access tubes *lino( interfere with anchor bolt 'intonation before excavating the short. When C51. access tube locations confk'ct with anchor bolt locutions. move the CSL access tube location +/- two inches along the inner circumference of the reinforcing cage. Notify the Engineer before excavating the shaft if the CSL access tube locations cannot be moved out of conflict with anchor bolt locations. 15. Design Wind Speed = 150 mph 16. Contractor shollsubmit shop drawings to the Engineer for opprovolprior to fabrication. Alternative trombone most arm design require shop d Owings and engineering calculations, signed and sealed by o Florida Registered Pro/essionalEngineer submitted to Engineer for approval. 17. Contractor shollprovide a signolhousing box sized to fit openings between top and bottom chords. Contractor shansubmit shop drawings and design calculations signed and seared by o Florida Registered PrafessionalEngneer for the housing box. Aluminum Identification Tag not to exceed 2" x 4". Secure to pole by 0.125" stainless steelrivels or screws. Fabricators 10 provide details for opprovol. Identificotion Tog located on inside of pole visible from hondhole, or on outside of pole inside terminal comportment. Tog to be stamped with the following information: Manufacturer's Nome Upright Bose (Fy o1 Stec* Chord and Strut (Fy of Steel) Upright Won thickness (in) Chord and Strut Wall Thickness (in) 4' But tons Cher 0 Upright. 'VC oa AU y Alunulwm ID rag. See Note on this sheet Lower Handllole Top al Funsh Grade 0 • 40 In 0 N 1)r i.lr Sr;,.' ELEVATION VIEW BRICKELLIO CT\CENTRE STPpeDts AROU!TFCTONICA IittlerMorn OP Wails LI,. MO Irma. DoMpouom.pp BCC CONTRACT DOCUMENTS RFVO bfbe IIPTION RATE ... In.vu .. 35U se.rrsw..nnww.e: Junes Peas LMy PE. KYNuyHWn and Asa50.WS. Inc. Ft I ka as No. 50011 Wane R.ylatretl.n k CA 00000094 ov�wiNr. NY. TROMBONE MAST ARMS DETAILS aS SNP. TS.10 a B Si x°1 n-Y i s.1 if i 111 iii eS n�5 "gi wiL tli i Ifs It pa reformat comparl,Ucnt wren Bolt t0 main. writ. a-) Stau.?ess Steel shrews of Handhole. See Handhote Details 'BC 0 Amhur Bof( Threaded r Mn, Top and Norton Fr,/with compacted sand iou or 5,dewall +v elprrght and Drilled Shaft Uprryht. 'GC (hock rernlrnal Calnpai'l meal Fr .11Ile IHefyht 7 17 Mu. to 7 6" Max.I Allyn borrom or Iermmat Compartment r +con 0009 bdttmn or HmWhole Fraolc. a- Secondary suwalk pour (concrete nns to nlatrhad)arenl sidewalk) 1 Wlf/l non-Ihl lock nonmetalllr Cement Dosed trout • b. I. n. I 1 =5 T,rs B1 ri,u ®LI n 6" Covet (rlp.J "GB' PARTIAL ELEVATION CBI. Iube, Tyo 'R8-a'RA 8a, s Equally Spared "Watch 01oof all ,Pun rs Or uSC gasket w,lh I C�rnrnJl rornpadm0nl Upllyht Wall Most Arm and Drilled Short Tare Welded Corer (l,P. Typ. 11 ga Halhtnofe Lprcr (UPI Ipn All Hanah0ld Fi dine 8- 'BC Anrlwl Burrs SECTION A -A U.nea 2- f Masi Ann and DrHAll Shall ,PB. - =0A, Bars Equally Spoa 0 a" Secondary VOewell pour li00C,CIC enr. to match ddJate.1 LOewallt mlh own -*prink rro+r.an0Nn t, pen) based y,out OrrIted Shaft 0 q =5 Tre Sar s m SECTION B-B (Note. Nu'lWe, at , et„lurrtmg bars shown rot mush futon pun Poses only) Pule P. Pt enfolded E,pansmn Jam( maim+ol SECTION C-C I' D,a. Stainless 5terf HtC, Heao Screws ryp Tar? Welded Corer Clr O. Tyll • x A" H,lo1Role Ft Anne Made Cnnt/nuous WWI a Full PWlelratlnn weld t` 5ta,nleSS Stcct Nr+ Head SClrws, Typ 1t ga waterproof Terminal Comparlemenl Corer 7 or mtnal Frame tn,ent SECTION 0.0 L Hole Ty 11 ya Handhnle Corer Double Nuts. Top Nut nlav bu I. Helyht'Jane Nut Provide Ind,rrpual Nut Curer INuf Shown) lur Each Bc,1f CJP Weld Bari fog Sal to Bose Plate cost, Lerehlly Nu HANDHOLE FRAME rw,n ter nnnal Compditmenl Vnnmfeol HANOHOLE COVER NDIE Handhale Cover may M added when Teo nr pal COW., l moot IF aprlded. BC Dra. An, hnr oft Tadrd 8 Moo Too and 801loco 4 s • M14*? SECTION C-C TYPICAL FOUNDATION AND BASE PLATE DETAILS BRICKELL CFT10EN RE soon, w':V11 1 AROOITECTONICA *Horn o rurxrx. crn,u.lu., e.cm: OS,I 9,9 wen .9999992.9. r".•I.a,... s. rNWow BCC CONTRACT DOCUMENTS REV:a bFBCRIPTION BATE June. PMYr Lam P.E. H1.r05 HW0 and Amdclole, Plc FL Mange Mo. 58077 Mkt RNtehetlen a GA 00064M TROMBONE MAST ARMS DETAILS TS.11 taw vratoungrgctrmitrAngut a 'FR' x 'Ft x 'HT' /( 'Pf x 'FJ' x 'HT' D. Connection Sort f( trombone Mast Arms = ft uorrghr Weld Barking Bar to Base Plato Onl, Trombone Most Arm 'Fir See Note See Detail "E" 'FM' SECTION F F Trombone Mast Arm Vertical Strul 'PC' f— E Trombone Masr Arm rI'FL' x'FM x'HT' Typ. upngbr 'UC' Trombone Mast Arm -PC- Handhofe 4 Uprrght INTERMEDIATE CONNECTION .FJ. € Upright Six 'FP' Dia. Connection Bolts ELEVATION - MAST ARM CONNECTION 4i. Uprrght 'tie' Trombone Mast Ann End Ver trcal Strut 'FC' Tr nn,bone Mast A in'FC TROMBONE MAST ARM DETAILS 2x'FP, ryp, i rV V" Hook END CONNECTION Uprrght Cap Prarc tf Truck Plate ra' x 2" Lrfnng Bar watt %." Ora hole and rt(' Nul lark welded to underside of Bar M;n Jail 4117 ek: FL i t on,bone Matt Ann and = Ct Mast Arms t_ 2" Dla. Wiring Hide SECTION G-G Note. 1 Backing Bar shall bo Idler welded coot o oosly to the base plate along the inside of the backing bar DETAIL J J fd" Ora Bolt SECTION H-H ilprrghl wren flat Washer •Fk' FR' Hr Uprrght Cap Plate H see Detail 1 Ct Uprlgnt UPRIGHT CAP DETAIL Typ Pr ov,de Ultrasonic Testing Int lamellar tearing ill COnnectrdn Plate DETAIL E MAST ARM CONNECTION AND MISCELLANEOUS DETAILS BRICKELL CrTYCENTRE ClAkeNt �9W�rrDµ'�6 AROOITECTONICA Gtniev*Hom ZiglWANALO Yovrol BCC CONTRACT DOCUMENTS ARY REV k QESCWPTION OATS SEnURkr.xll�MEA..E, Jame. P, KknbyUNMurn nd AsaeUaln M[. FL I aflc Nk, 5k(T1 bhk. R.91.Inllkn k CA MOMS TROMBONE MAST ARMS DETAILS TS.12 rRomBONE mAST ARm POLE. CONNECTION AND DAILLEO SHAFT DESIGN TABLE STRuCTuRE NUMBER UPRIGHT OAT A MAST ARM DAT A UPRIGHT BASE CONNECTION DATA MASI ARM TO uPR1GHt CONNECTION PLATE DATA 61A 011 U8 (l r .1 uC 11,55) FA ((r.) FBI ((t.) 182 fit) F113 r51.1 184 ((1.) F B5 041 PC (1155 1 No. Bolts ttA PO BB (,..1 80 On 1 BD f fn.) BE (1M) HT (in.) f .1 (1n.) 10 (,n.) FR fon.) 11. (0,1 FM On.) FP WO FS On) A 24.75 19.25 10 A la A if, 40 10 00 1000 10 X 10.00 0.00 12 A 12 A X, a 30 00 2 50 225 12.00 450 18.0 28.0 2 /5 1.75 0.75 10 0 1 00 / 00 8 2415 19.25 22 1 22 A 15 50 10 00 10.00 10 00 10.00 MOO 14 A 14 A 15 8 34,00 2.25 225 1400 48.0 200 34 0 .450 1.15 015 12 0 725 7 50 c 24 75 lit 25 22 A 2.' A 55 50 1000 10 00 1000 11.100 1000 14 A 14 A 15 II 34 LW 2.25 225 14 00 48 U 20.0 34 U 3 311 1 75 075 /2 0 125 7 5u 0 24 75 19 25 z2 A di A 55 56. /U 00 11.150 1000 HAW 101)12 14 A 14 A 15 8 34 UU 225 225 14110 48.0 200 34 U 3 .50 1 75 075 12 U 1 25 7 50 1 24 75 19 25 18 A 18 A 14) JO 10.00 10.00 1000 10.00 0.00 12 A 11 A 55 8 30 00 1.50 1 Z5 12 00 450 70.0 26 0 175 1.75 0.75 10.0 100 7 Oc; / 2475 19 15 18 A 18 A 36 40 11400 1000 10 011 10.00 0 011 12 A 11 A X 8 311 00 2.50 225 1200 45 0 180 28 0 1 75 175 075 10 0 100 7 00 X 2475 19 25 2214 73 A X SU (050 10 00 10 U0 )0.00 10,00 14 A 1414 X 8 34 00 225 1 15 14 00 48.0 200 34 0 3 50 175 U75 11 0 125 1 30 L 24.75 19 25 18 A 18 A 55 40 10 00 10 00 10,00 10.00 0.00 12 A 12 A 16 8 30.00 2.50 2 25 12.00 450 18.0 28.0 2 15 1.75 015 /0 0 100 200 m 1475 19.15 18 A Di 4 4 40 1000 10.00 10.00 10_00 0.00 12 A 12 A 4 8 30 00 1.50 225 12.00 .15.0 16.0 18 0 1 75 1.75 015 700 / 00 7 00 STRUCTURE NUMBER DRILLED SHAFT DATA DA ((t.) OB (Ili RA RR Rc. Ro A 16.0 500 14 14 12 8 El 19.0 5 00 14 14 17 C 190 5.00 14 14 17 6 D 19 0 5 0() 14 14 11 6 1 18.0 500 14 14 I.? 8 3 16 0 500 14 14 12 8 14 19 0 500 1.1 14 17 6 L. 18.0 5.00 14 14 12 8 9 1au 5 00 14 14 11 LI BRICKELL CITYCENTRE 15;.• (12VI'41::=:PA'Aff 5.1111;• WY. Atsv,r,l, SWIltEIROPEKrE3 pg.. • too NA, At 15111 .00 AAA AAR 1.• r•-• ate,. AROUITECTONICA 1$7,1,10,} •••.. An *Ham ••••• ASA, AA WO LtWitatrtii.414..r Ila•W• Maalmabak CAW., ..1.1••••••ar• I WOW, AA • 1...k NO Or iZICHA:11. LANAINA COAA91M11.1 tATAV 0•1. Pt, 1==Zr- 151••••• VI•••11..11.7010.10.1 To.."4:10214 NIA IL:N.1111 311.11111.0 W.., • W.I. LP.O....o. C when. CA* BCC 71,11\ E37 CONTRACT DOCUMENTS REV N DESCRIPTION DATE Via 51A09100.11A405Aik. lame* Palter Lag. P.E. Kinta,-Morn ondl AssorJasos Fl. 1.1444r.se No. sobn 01444 Replairellen CA 000004.4 NI. TROMBONE MAST ARMS DATA TABLE 5t.s. TS.13 141011 40.111,C IOW/kik...I.. .4. $ P I r — c Traffic Signal Pole ° • ¢ Traffic 5rgnal Pore Notes: 1 Signet Structure Materials shall be as follows' BRICKELI 410 I Post Tube - ASTM A588 or ASTM A572 Grade 50 C T4CEN RE 1 D D Steel Plates - ASTM A36 Weld Mc(a1 - F7050 ,.....,,...wfAncho 1 O III Butts:Pei:epl Anrhur 8nit1 - ASTM A307. Type 1 Nul.c fAnrhur Bolls - ASTM a563 Grade 6 Heavy He.,,,''icf.., trS -ASTM f1S5a Grade SS ksrFirMerPrrEarrrorangt— w.,,,,,,, IO-Stuna1 Head wrrn Bari PlateStainlSteelStrews-AISfTyne316Thr Washeur Aurnur Bolts -A57M FJ36. Type 1wAR Cans TM Alott G,ade 50.55. 60 0, 65 +s. or ASTM B209 iOXfCA O Provide LW Mole tut elem real cedBars/Stud$ - ASTM A36 w A57M 4307 ' Nul Covers •A57M 826 l319-F) 2. Rem wring Steel shall be ASTM A615. Grade 60 kV 3 Concrete be Class IV Shaft) 28-day IK'inrIey 14pp ,•_�,,� ..'LLY.•I,'�,�,� f 1 shalt (Drilled wort a m,amum comp,essrve strength or 4000 psi for all env,r'onmenlal Oast, ,cal 10ns. CAR.W.i •�b"c, d. All welding shalt ,unto, ru to Arne, Iran Vreldlnq Society S(ructor of Welding Code (Steel) AN51/AWS +"'oti � . W. 1 DI I (Cowen) Editon):�.....,17._,..., 6"k6•ry' 5. All Steel Items shall be galvanized as follows j HSS Tube All Nuts. Bolts. Washe, s. and Threaded Bats/studs - ASTM F2329 All other steel items (including Post( - ASTM A123 6. Freed{ Iw A(ohm Bolts. all butt here dimensions shall be equal to the bolt diatreter ptlIN r too,' , s { c ijs" pow t0 galvanizing- Hole dimensions for Anchor Botts shall nol ...reed the boll diameter plus If,. ,,,,, d t !I o' 6`"y" H55 Tube SIDE 7. one Hundred per rent of yl ,,o mods and d random 25 percent t partial penetratrm+ groove e welds shall be inspected _ ..,--MI inspMtron shah be performed by nondestructive.,",`, VIEW methods or radro9raPhr n c w r j1'a E 8. Ye '(y CSC. ar,ess tubes . item with anchor bolt rnstdrieton before e>caretrag the �--4 traria Signal Pole shalt. When CSL ar<es> h:.. � ronfficl wnh anrhw Gott IocaUons. move the CSL .,,;"`'�'„„ , L E, , Illy' access tube loratrwr +/- hrs.: a; hr. ,,lung the inner c,rcumterence of the reinforcing rage. P.1 w 14" NOW y the Engineer before e.1a.a1:ng the shaft if (he L'SI access lobe loranons cannot be moved out of conflict with anchor bolt local,w,5. p �� ' 9. neLgn Mod Speed = 150 mph `.,..,+•w w+nwe. §E • l' TYP Pill" 11. hole rn 1nr(1un, Plate Tor Electr,tal , .� _! EMI r' Base R T ' Cap R Vr`c6�`s0'-6Yr ., D O Y." AiB7 Bons BCC 1" Base e ilk C. - '�" Negprene GasAet, Typ, �^,1 0VJ weld nut to inside or H55 Tube ,5 c Top or 5rdewalk TOP POLE CAP Ilr, ill6 • p. D'.°e ,-^., _ J o .'y :;'•.'fi •; • p' as SECTION A -A 1`D,a. Alrrhor Bolt CpNYRACT DOCUMENTS rn.,.<,r A 1 Top¢ DA Double Nuts. TOA Nut may REY• DESCRIPTION DATE 9p e he Vbl Height Nut. y, r— ¢ Traffic Signal Pole Pl esI a fop of Drill Shaft oaf Cover fn) 18 IL f shown) fo Each (Nor slownl for Each 8W7. H55 6'•6•. Ya' g wvurn '• rqi :n B� / ��B Anchor Bolts z' TYP nr' seniii j` li5 Condon. ��� for a/cct,cal � L1evc , O'\ CJP Br i ` m IL mi n `ova Bats h ~ v{i ,�;'.'.:; 0 6 A 10 i— . — ` rh•Leuelrn q Nut .-,.,'. ...... ..,-. `4..V •• +3j `\Cl / 1%" Condml a-- for electrical ti ��� ei, ,n..,w ^WTROMBONE MAST s S �� pa Tre Ba,S ARM M TYPICAL EEVATION AND aJ Tie Bars // GENERALNOTES t�-- 2'-6" 6-010 Bars Equally Soared a ° III SIGNAL POLE ELEVATION SECTION 8-B DETAIL C C i s 1 1 1 T . 1 4 1 I s 111 Ysi 33E .yN 14 7.11 •9'f Sjjya• 3a ?9f ` 1 s FEEDER LINE F.P.L. POLE CABLE N PNC U-OIARD AND BOOT & F.P.L. 6M1k. CLWOUIT STUB UP GRADE fTYP.11 O•X CONNECTION 00 F.P.I. ra BED OF CRUSHED STONE FOR DRAINAGE TRANSFORMER BOLArED ALNTIBL METER GOAD LIM 60 AMPS 2 /240 v W/ S.N. ELECTRICAL. SERVICE DISCONNECT SWITCH HEAVY DUTY IN RENA 4X ENCLOSURE (STAINLESS 57EEu W/ 40 AMPS FUSE 'SEE NOTE 81 METER CAN BY CONTRACTOR METER BY UTILITY BRANCH CIRCUIT IN 1-1/P RIGID GALVA8IZED STEEL DA9WIT 2.6 (REFER TO NOTE •91 r0 DISCONNECT SWITCH PROM urlurr CONDUIT CLAMP (717,.1 '6 AWG INSULATED COPPER GROUND WIRE W 3/4 RIGID GALVANIZED STEEL CONOOT. — F.P.L SERYNE 11RN-UP TERMINATE CONDUIT ropy INSULATED GROUNDING BUSHING WITH SOLDERLESS LUG. SERVICE WIRE ENTRANCE AT BOTTOM THE CND. (PC EMU TO BE CONNECTED TO THE GRIND ROD 2.6 A 1-1/2 R6I0 GALVANIZED STEEL CONDUIT PULL BOX 127-I/2 X I& X 2'1 COVER MARRED 'TRAFFIC SX.NAL' FULL 90X T27-1/2 X I& X TI COVER MARKED 'ELECTRC r� _r ROW 905I01G TO NETER BATE 0 RANI B'WD 91SUNG ID NETER IMSE CONCRETE POE PRESTRESS TYPE P-U 6' LONG. (SEE NOTE 71 ELECTRON SEI0ICE WIRE ENTRANCE LINE 510.E LIGHTNING PROTECTOR TERMINATE COWART WITH INSULATED GRINDING &15HNG WITH SGLDERLE55 LW. E1ECrAGL SEMfE WIRE ENTRANCE uNE SLOE LIGHTNING PROTECTOR 11/2' L1fJ(OTIG11T FLEXIBLE META CON'O11T AT TOP OF POLE GROUNDING P/C TAIL MUST 8E DETACHED. CONTROLLER CA&NET— STRUT CHANNEL 2'6 & P6 GROUND /N I-1/2 RIGID STEEL CONDUIT EXIST. BARE WIRE •6 1NHEAENT TO THE POLE SIDEWALK SIDE 5/B ' DIA. X 20-Er TAD ROD 1TYP,. 2.6 IN 2 CONDUIT PVC SCHEDRE 40 NOTE SEE NOTE 5 & 9 ITYP.A I. CONTRACTOR SHALL COORDINATE WITH F.P.L. ENGINEERS FOR THE /NSTALLATCW OF THE F.P.L. RISER. WHICH 1NCLODES A CONNECTOR FEE or I140.00. (THIS FEE SHALL BE INCLUDED (N &D ITEM 639-1-1221 A NEW TRANSFORMER. IF NEEDED. WAS A SEPARATE FEE. THIS /0 BE INCLUDED 1 &D ITEM 679-1-122. 2. ALL GROUND R00 SHALL BE INTERCONNECTED (USING •6 GROUND W(REI. PALL 110x IZI-1/2• X WM X 2.) COVER NARKED 'TRAFFIC SOW CONCRETE PAO 1TYP.I PILL BOUT 12r-I/2 X 6 X LZ! COVER NARKED 'TRAFFIC WAAL' CONNECT GROUND IRE!0 TO THE 08l 915 I • PVC COYDUIT PANEL FROY7 ‘NEXT TELCO DOOR r6 GOO. 00 2' RC CCWIN, 3. PIVRDE SUPPLEMENTARY GRIN& ELECTRODE SPACE A7 A NA1WN AFT APART. 4. THE PRICE FOR THE CONCRETE POLE AND THE 1N57ALLAT,01( SHALL BE 1NCU10E0 1N &D 'TEN 641-2-12. 5. ALL WVD1tTOR SHALL EC TYPE MIN. 107NER TYPE LK WNDCTOR 1S NOT MIMED. EXCEPT GROUND WIRE WHICH SHALL BE TYPE !MIN.! 6. MINNUM WIRE SIZE SHALL BE •6. T, COTTRACTOR SHAD ROOT StINCTURAL CALCULATIONS of THE POLE. STONED AND SEALED Br A PROFESSIONAL ENGINEER. B. NA1N SERVICE DISCONNECT SHALL BE RATED FNR SEANCE ENTRANCE. LABEL N05r BE FACTOR+ 1A5TALL. 641.44.—L TRANSIrAW I1TTx& FRO/ ROD STEEL 10 RC AFTER 6IRGD STEEL ELLLW 2.6 N P6 OO A 2 PVC COORT SERVICE POINT DETAIL N.T.S l LOAD SLOE C10YCRETE SLAB 5/6 ' DA. X A'4 LRO ROO 9. 8INIWN SUE SI(ALL DE •6 WIRE. THE MN. TAME DROP SHALL BE NO WERE THAN 5X. O. PULIBOX£5 NISI BE PROVIDED SO COYOUI7 RUN5 00 NOT EXCEED 000 FEET A LENGTH. II. ALL ELECTRICAL WORK AND MATERIAL TO COMPLETE SEANCE ASSENT!! TO BE NCLuDED IN &0 nip 639-I-422. 2. SEANCE DISLOWNEC7 TO BE OPoENTED ON CONCRETE POE SO ITS ENGRG THE 510EWALF, NETER TO BE ONERTE0 ON SILO£ OF CONCRETE POLE SO WHEN READING IT TLX/ ARE FACING ON-LOf/1NG TRAFFIC. 13. NETER CAM MIST BE ALOMINUM, FPL CA7EWRT 3/30, NETER WITH ISOLATED NEUTRAL, FACTORY /NSUTrso. LANDS & GM./TALON 4405-025F OR APPROVED EQUAL. MIAM1-DADE COUNTY REQUIREMENT. M. SERVICE DISCONNECT AND POLE TO BE 1NSTALSED AS PER PLAN. 6. PROROE 2 FEET OF TOOLED TERNAA7XN OF DWLLCTOR NN THE PILLBOX MARKED 'ELEGIAC, BRICKELL*' C[TIICENTRE COSDU'Nzr:ra , E wurei f i uwUA 11wUf AROIRTECTIINICA larrilef*E� E. rlowl Naa maRAR.AR.Adiittti +mouxM11180 O ocox•�%Ixrnn nrx. ow v.nw.Nr.pq Itt BCC 6 CONTRACT DOCUMENTS REVf DESCRIPTION DATE ANRUIII I(01a.PRORII NNNKNK.2669 42Y15110uutaMEM.M. oR.wwn..wr ELECTRICAL POWER SERVICE DETAIL TS.15 A.g.tLna Nwl...h.,. w Iy E 1 FEEDER UNE F.P.L. POE CABLE 6 PVC U-GUARD AND dLT &' F.P.L. F.P.L SEANCE )W-UP PULL BOX (Z7-1/2' X A➢• x 121 COVER YARNED 'ELECTIVE" M'MN. CDNW/T STUB UP GRADE (7YP.) F.P.L. TRANSFORMER ISOLATED NEUTRAL ME TER MONO LUG ro DISCONNE r SWITCH BONO BUSHING TO NETER BASE BONO BUSHING TO METER BASE 1st DISCONNECT ELECIRCAL SEANCE WIRE ENTRANCE LINE SCE UGH7NING PROTECTOR FROM UTILJT ' RETE POLE PRESTRESS TYPE P-N )S' LONG. (SEE NOTE 7/ 5 AMPS 721E V W/ S.N. ELECTRICAL SERVICE DISCONNECT SWITCH HEAVY DUTY N NEMA 4x ENCLOSURE !STAINLESS STEED ELECTRIW, 5'FRVNE � WINE ENTRANCE LANE SIN! WAIT PING PROTECTOR W/ /0 AMPS FUSE (SEE NOTE NI NE TER CAN 87 CONTRACTOR METER Br UTILITY 1st DISCONNECT TERMINATE CONANT WITH INSULATED 1/ GROUNDING 9/SH1NG WITH SOLDERLESS SERVICE WIRE ENTRANCE AT BOTTOM THE GRO. (PIG MU TO BE CONNECTED TO THE GROUND ROD 2.6 IN I-(/2 RIGID 5'-6. GALVANIZED STEEL CONDO' PULL BOx (27-I/2 x sr x /2/ COVER MANNED • 7RAFF5 SIGNAL' OPX CONNECTION T-0' BED OF CRUSHED 51 F.P.L. STONE FOR DRAINAGE P6 GRO. N Z PNC CONOAT TERMINATE CONDUIT WITH INSULATED GROUNDING BUSHING WIT Tr SOLDERIESS LUG •6 NIG INSULATED COPPER GROUND WIRE IN 3/4. RIGID GALVANIZED STEEL CONDUIT. I-II2• Liowar/GHr FLEXIBLE METAL CONCEIT AT TOP OF POLE GROUNDING PC TAIL TAIL MUST RE DETACHED. - CONDUIT CLAMP (7YP.l BRANCH CIRCUIT N I-1 RKID GALVANIZED STEEL IT 2.6 (REFER TO NOTE •D/ EXIST. BARE WIRE '6 INHERENT TO 8'-0• THE POLE SIDEWALK SIDE PULL BOY (2T-1/2 Y M' Y 12) COVER MARKED ' IRAFP(C SIGNAL' rE PAD INN.) Ifr:"Iiv IOW E`6 6 PSGRD N I' RC CTNIDNl t6 6 rK WON 1, RCCOIIDNIT 5/0 ' OM. X E70 6RD ROD (TOP.. TRANSITION FIrrNG FROM RNAD STEEL 2ND DISCONNECT CONTROLLER CA&NET 2.6 6 /•6 N 1-1/2 RIGID GALVANIZED STEEL MEW SIDEWALK SIDE CONNECT 0ADUN WIRE TO THE WOAD BUS (•PVC CONDUI Yii Y6 IN 2 CONDUIT PVC SCHEDULE 40 TOP AGE SEE MOTE 5 6 9 (T.) 5g _ 3EF1. con-RAC70R SHALL COORDINATE WITH F.P.L. ENGINEERS FOR THE INSTALLATION Of THE F.P.C. RISER. WHICH INCLUDES A CONNECT ON FEE oI $19.W. (THIS FEE SHALL 8E INCLUDED IN &D ITEM 639-I-221 HST DISCONNECT). A NEW TRANSFORMER, 1F NEEDED. HAS A SEPARATE FEE. THIS TO 8E /NCLUOED N 81D ITEM 619-1-22. 2. ACC GROUND ROD SHALL BE INTERCONNECTED RISING '6 GROUND WIRE(. S. PROVIDE SUPPLEMENTARY GROUND ELECTRODE SPACE AT A MAMMA EFT APART. N. THE PRICE FOR THE CONCRETE POLE AND THE NASTALLAT.ON SHALL 8E INCLUDED /N &0 ITEM 641-2-12. 5. ALL CONDUCTOR SHALL BE TYPE XHHW. (OTHER TYPE L2 CONDUCTOR /S NOT *.1DYEO. EXCEPT GROIN0 WIRE WHAM SNAIL 8E TYPE TMNN.1 ' 6. MMINUY 6l1TE SIZE SHALL BE '6. 1. CONTRACTOR BIND. SU5wl7 STRUCTURAL CALCULATIONS OF THE POLE. 5DNE0 AND SEALED 8r A PRO'E55CNAL ENGINEER. B. NMI 5£RV10E DISCONNECT (MI DISCONNECT( SHALL BE RATED FOR SERVICE ENTRANCE. LABEL MUST BE FACTO,' INSTALL. 9. THE SECOND DISCONNECT USE PAr ITEM 659-1-12J. TO PVC AFTER SP RIGID STEEL ELBa6. SERVICE POINT DETAIL N.T.S PANEL FRONT WEIP TELCO DOOR PULL BOX 127-I/2 X /B' X 12/ COVER MARRED •TAAFFD SIGNAL' LOAD SLOE if,g 'AAA X AO'4 COCRETE SLAB D. M/NNUM SIZE SHALL BE •6 WIRE. THE VOLTAGE DROP SHALL BE MO MERE THAN 5X. II. PULLB0XE5 MUST BE PROVIDED SO COMMIT RUNS CO NOT EXCEED 250 FEET N LENGTH. 12. ALL ELECTRCAL NOR[ AND MATERIAL TO COMPLETE SERVICE ASSEMBLI TO BE OCIMDED N BD ITEM 619-I-P2. COST OF ELECTRK'AL ASSEMBLY FOR SEC0N0 &$CONNECT TO BE NICUIOEE0 IN PAT ITEM 659-1-2]. 13. SERVICE DISCONNECT TO BE ORIENTED ON CONCRETE POLE 50 ITS FACING INC SIDEWALK. METER TO BE ORIENTED ON SIDE OF CONCRETE POLE 50 WHEN READING IT YOU ARE PAGING ON -COMING TRAFFIC. N. METER CAN LR1ST BE ALUMINUM. FPL CATEGORY S/S•. METER WITH ISOLATED NEUTRAL. FACTOR! 1NSUTTEO. (MPS 6 GM./TALON 40405-025F OR APPROVED EDUN. M/ALIT-DACE COATI REDUNEMEN7. 5. SERVICE D'SO MNECT AND POLE TO BE INSTALLED AS PER PLY'. 5. PROVIDE 2 FEET OF COED TERMINATION OF CON'OUCTGR IN THE PULL87.T MARKED 'EIECTRC. 17. ALL °STANCES BETWEEN DISCONNECTS TO BE DETERMINED IN THE PUNS. BRICKELL CIPCEN RE �SNNMIE /IbPWvs n 6rtP.� .. ARQUITECTQNICA KmkysMDrn 101,46,00 .400441034114 010 La.*. +.1.0.0a.0..M. woo w.WWt. , 111.1..I.00,0 ..„ T�AMN,.0 ,0.0.61040 IR ELECTRICAL POWER SERVICE DETAIL TS.16