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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, 81" 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/S"' 7T" STREET and SE/S`N' 8TII STREET with S`ti' IST AVENUE, S. NIIAIII AVENUE, and SE IST AVENUE adjacent to PROPERTY; and WHEREAS, CITY has in turn requested pennission 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 (40163956,1) 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 NIEIIORANDUNI OF AGREEMENT `VITH THE CITY OF NIIANII (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 Z -- 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 anus, 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: {40163956;1( 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 agrainst any and all claims, liability, losses and causes of action, of any nature whatsoever that may arise out of theranting 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 140163456;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 $2,000,000 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 t4{)163956;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;1; 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: 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 CITY: 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) pennission 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; 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 cotuiection herewith. [signature page follows] {=10163056:1 ; 8 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 Signed, Sealed, Attested And delivered in our presence: FIRST WITNESS: Sign: Print Name: Address: SECOND WITNESS: Sign: Print Name: Address: STATE OF FLORIDA COUNTY OF MIAMI-DADE COVENANTOR: Brickell City Centre Project LLC, a Florida limited liability company, as Trustee under Land Trust No. BCC -2012 Name: Title: Trustee executes this Covenant solely as Trustee under Land Trust No. BCC -2012 and not individually, and no personal recovery or judgment shall ever be sought or obtained against Trustee by reason hereof. 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. NOTARY PUBLIC STATE OF FLORIDA [SEAL] 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 00163956; 1; 10 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 EXHIBIT A LEGAL DESCRIPTION OF THE PROPERTY Brickell Citi• Centre North Block: LOTS 1 THROUGH 6, THE WEST HALF OF LOT 7, AND LOTS 9-14, BLOCK 1075, 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-`VAY DEED RECORDS IN OFFICIAL RECORDS BOOK 25161, PAGE 1547, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. Brickell Citi• 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, 121. 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 NO2016'51" 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 N87047'15" 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 S87035'49" W; THENCE TURNING 1800, RUN WESTERLY, SOUTHWESTERLY AND SOUTHERLY ALONG SAID CURVE TO THE LEFT THROUGH A CENTRAL ANGLE OF 90004'06" FOR AN ARC LENGTH OF 39.30 FEET TO A POINT OF TANGENCY ON A LINE THAT IS 5.00 FEET EASTERLY 40163956;1 ; 11 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 AND PARALLEL WITH THE WESTERLY BOUNDARY OF SAID LOTS 1 AND 9; THENCE RUN S0201651" E ALONG SAID LINE THAT IS 5.00 FEET EASTERLY AND PARALLEL TO SAID WESTERLY BOUNDARY OF LOTS I AND 9, FOR A DISTANCE OF 234.30 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 NO2016'51"E; THENCE RUN SOUTHERLY, SOUTHEASTERLY AND EASTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 9000720" 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 V4'ITH THE SOUTHERLY BOUNDARY OF SAID LOTS 9, 10, 11, 12, 13, 14, AND 15; THENCE RUN N87035'49" 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 S87035'49" W ALONG SAID SOUTHERLY BOUNDARY OF LOTS 9, 10, ll, 12, 13, 14, AND 15, FOR A DISTANCE OF 350.00 FEET TO THE POINT OF BEGINNING. Br•ickell Cit• Centre bI"est 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, 140163956:1; 12 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 RECORDED N 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 MIAMI-DADE COUNTY, FLORIDA, ACCORDING TO THE PLAT THEREOF AS RECORDED N 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 PONT 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 8704243" WEST ALONG SAID NORTHERLY RIGHT OF WAY' LINE FOR A DISTANCE OF 25 FEET TO THE PONT 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 87042'43" EAST; THENCE RUN NORTHEASTERLY, NORTHERLI', AND NORTHWESTERLY ALONG THE ARC OF SAID CIRCULAR CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 89059'34" FOR A DISTANCE OF 39.27 FEET TO THE PONT OF TANGENCY AND A PONT OF SAID WESTERLY RIGHT OF WAY LINE; THENCE RUN SOUTH 02016'51" 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 N OFFICIAL RECORDS BOOK 28162, PAGE 3854 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA LESS: 140163956; 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 II: 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 1 40163956,1; 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. 110163956.1; 15 LOCATION: BRICKELL CITY CENTRE MIAMI, FL 33131 AND 33130 EXHIBIT C MMOA AMENDMENT (40163956;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/SW8a, St/US-41 from SW 1st Avenue to SE 1St Avenue and SR-90/SW7tn StfUS-41 from SW lst Avenue to SE 1 st 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;1) 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:_ Name: Title: Attest: By: Executive Secretary Legal review: By:_ Name: Title: 140208450:11 Page 3 of 3 WORK WITHIN THE F.D.O.T. RIGHT OF WAY SHALL CONFORM TO CURRENT F.D.O T. 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MN NFNOIALRM E OTEII EOIKNI SOI111NS REoI� FOR THIS II6ECT L M KNITTEE SHALL "OINK M YWQ, OF A ONWIED -,I- TO KIFOMI NNLIsctO -IMERIN INSSCTp FOR THIS INSfNL/.Tb THE CO.SYLTNI', ON SITE EFESCNrAINE SHALL K A4A ICN[L 11 OR III CERTIFIED W SHALL MWRY WR1INICfO YKTigR AND SHALL COORDINATE ALL F I EW.W IO"LFT111K RSF11'T PS FU FCOI STNDW-INNCAT PS. M PIIMCOW SHALL _AAA -1. SPNCANE[ INN INSS.O.CC I.M IHNI COSI, SIMOANt StLQS CN KD K YI- • TK BMW TE IgE ME SITYI MT K AHA SMAS IN M COEnCIL SE. IMAS / T- M OF S CASIL 6 NOT IWML NOW n( WINE1 TOM SOUL HEAL TES A It.- SIGN SHALL K USED 9. fq IP WAIT ANS,MKSTWAI MILES AND NNILLANT NITS. MC =I IN INALL ONCE SN/CENT SILOAL CML .IN A..IP N _b_ M.CTD6 - DCH ".NC HWS TP IU v- _.NCIOR Iq ROH MSIUMIN NH =T ANL K INCWDED IN THE CONTNCTdY IO ON D6r IND eHRIO NICK W lMI W Aryl YWQ HOs1S AM TO NETINI .r ALL S.iMN[D INRItSECTM ULESS NOTED WIMIEEE • ITMS ! THIS -I-- AML NOrn M DEN IN IIFTM.. 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P YINI AESTHETE .M Y M RIPPED YNT W. -FC SYYL FRE%- W IKINFW MKSTWN $PNS W ALIO _" xNOAE SHALL HALE A RUT (RAR 1O6N-INACiP TO fYYH -1 W- -1 iO TK E.MRI OF FfIDD Fq O`HWWAL MO TD PQRM .AL1 W5 WNTNCTO TO NMR " A4 CO KINDS IPP EES fort K • N®bAUR RTH f(ETb Ntl IE INCDr SWTw1C I- INOODN R TTI IRRAL SIARArI SECS PTPS ININ TESHE FORMAN INC"ISOR K C."I"PI SHALL rnA IK E.INECN IN MAIIM tl 4 KNRYSS T. M.W M It. TESTS - SHEET R.E ImNED IP -1. - IINNE S. ON WHEN, . Y USC HMDME KIAOS N - P O TO I TME -INETpH 6 ESHER TO .A'FpT D4TR UTHOW S.41 ASSIN COSTS ANL K ..L -D IN SECTP SIECO TEST v SPA, INSTALLATPS U" YT@CION, NSIETp O' NEW TIMM THE -I-- ACL NOW THE E.fCCR IN gMCC %IN MIrrU NSNUITATO DF NK ESRIS OF EACH tl THEY THE CONTRKTONS NO C MNC SHALL WOAN -AA TO - IK INTO -CPT NW TEST - -ICS .-.I TK -I-. SHALL FRN- SRHR. OpwHESTATO O SAITSFFCTIs CpRNETO OF THIS T�SI M THE fNOINDR IN CHOICE. TI M CbTRMtq AOL IEFAE W LPN Ao OMEN TO THE ONES. v IEIOM FOR ALL ITEb DIED IN N. FRY. II ANI EARWNTVE rRBIPIE W NSE ESE fl. g4ITI M WNNC1W$.-TIN MNm EU 1K THEFc SINAL PMII K M .1 FPD IN SECTION Y -S RAW SC tl THE STNgIN) SM[/[ATOS T L.EUOG CNIHATa].SPED W SEAMED I A ILO.L EO4T(ND FNVLS54AL [WEU LIIK1riED TO NMN C NEO, eIE E$S [CII _1 Eft FU ANEFAL mIRC1p ACL -1 FOR N- INE R E.EEA S ECOI.IWI ND YINI-OAK WIIN THESE $ SWI NE ..1 IWIITH IN !OTALLATO,NCOOK Z. W HENT FOR YL MEWS EED H1AI THE NHLUWC SECTO OF THE STANCHION SME NgmS R EDIT- AML "I"K A SIAM IMM N SLED TO 111 DTCNINOS MMU IN W NORTON DORS. wTTIMTq SHALL 9IY11 - CHOWcs W KSP CMwLArbs SEED W YCED R A flUOA NE06T[IED M mTNCTON ANL NNINSHK A TIO ITN ACEI ISOM .D N56i THE INRE*DLL R "ISENV "4FSSp4 E6EER Fq THE IPSM N SOAL 1064 N SHALL K N41STENr WIN CM 01 INIANt. EININO CAM Sp. HEM rE SINE DIN N IS EECIED ASO n[vOCOTISINIANOMWsaEw�YUEmOi FOR TTNF .HV CESIWKFTIC NMT NYS NHRCIN VNN VNMI­CAQE Nq r THEY FLAN EFVCT CONCHI odE DIINS FAIN KKLORIIr O TK FYUT AETLIIC IlrscAL PIPrI4 "CKNr TE -I SSI d M H"AYESSb tl YI INOO SFECW EO IN 1KSE FSA NS WI -CW SHALL NOnM THE E.MU NON -11- NO "HO TO -I- OY 1C.TNTY BRICKELL slFik�'^wIr"$ ICTROEP �%11Ilji>/HOf11 RCI 'MNNII.YA,.N.MN� _ NMWnNw.�r .WiWHI 7S.T.A[ TTTt-i. 6DIH� SIGNALQATION PLANS TS.03 BRICKELL YWI�-WDC T111liR CTYCENTRE li S�NMW i TK DD1T2r:TDl1 ]-1 Y MI TRY6R ipT>.2MYf flf6M — T WI fllf 110 T.E 1011 MI W rK DrC4 v S IE I SEDI WI IEa]r s 14f4 MM11 ID TNC gRl1rP Q Yl YDMf r1TNr Sfl IQT 6 • YDT pS4.YET1p1NLf1 pF�Y��S KiYalwFJr rrJUrt _�-�-SSwr. Yr...lnl• wa I Ypr N plUrrfp Y•ri•r] • IF .PI6 fp Or/][D DrS f[a KM N iWr< r, W C>•nf[ ffjT[I •T 1p1-]r]-� 1pi CIi�Q1L AIWTP YDrf Cate ] K YDr 2YYSf f DRr•iP4 Z• MUIf KY Dr.sl DrS R. RM 3ElMK fDr a�:rRi[`T1Bi AoR&N FC/OHICA NR.2YT Nx1IR1[m K61[IQ rR IC]M. MD 10.Q • FS RI YDT T(M.T,p WNIC W KRML YPr Ippla r1YDR. p<Mrt �<KR. %iAW ��I.�r.. LITS, OI•YCS.CR rSMM1 YL TTJIT. YD • 9 [QT i06C C[ll2DIC . .2D [Ipl TK RMI !06lS DI . YCTIO4 Wmr • M11O/P Yiwl�.' I T13 E mar rr+2"6 r.I a:Ya�Tcs, MT noecri m s .F"caDen : i M No ra T � ff-R(ylp O< YOr rP YFpi inC gOTTU Yai 0r ALRD .- ] rK [Pr6KT01 9W11••! iDT s•![x ours nallq ro Rifmrs Fr YDa[ """"""°o IfDCAIC•Tn • Yms KriouaF W KTMrW[il rrmr BCC > as of CONTRACT DOCUMENTS •.N� REYI MTE Fr 2261 r.Fulai.•1W,OFft � Muanear Narn. P,E. Nbnla -Nam antl AVSDCIYIn. Jnr:, %L lkaryn M. TDl2] j Plk• r•61•M . Y CA c0000 2 E f ' NarN MwF t SIGNALIZATION PLANS TS.03A SIGNAL DETAILS El a a oPS �SI��C� TfiOMER� �\ J-5ELr.. 1 -WAY PED. SIGNAL 5 s 650 1.14 NT -O OUVWW 1 eSECT. l WAY 635-772 6 AS 653.1 -II SIGN DETAILS SOP AS SHOWN vi-Fi e2 • PERMITTED MOVEMENT TF 7 TF 2 I— D N K7a 3t 19" d 76"I -!=,7Z 1 MoulT tkD) 14 EAl tNCPUDED TN 6Rt5 COJ1 ew 1 OF NJ J 36" A 36" 76" A 36" 700-3 201 11 TAI 11 TAl O O SW 8 ST SW I AV Enos Arbuleya BIv6 7aa s 11 79asaz JI F41 (! fAl LEO INTERNALLY ILLUMINATED STREET NAME SIGN DETAILS SINGLE SIDED SIGNS WITH WHITE LETTERS ON INTERNALLY I LLOAIINATED REFLECTIVE GREEN BACKGROUND SIGN PANEL (RIGID MOUNT ON MAST ARAT) CONTROLLER NOTES I. MOR Is sw 8th STREET. REMOVAL ITEMS MINOR STREETTREET IS SW 1St AVENUE. 2 SIGNAL OPERATING PLAN AS SHOWN. 632.76 [T R) 3 SIGNAL COORDINATE PHASE I. 639-3.60 4. FLASHING OPERATION SHALL BE RED FOR [i EA] MOVEMENT 8, AND YELLOW FOR MOVEMENT 6.646 r ba 12 EA] 5, TRAFFIC SIGNAL TIMING TO BE PROVIDED BY649.365aa [2 p) MIAMI-DADE COUNTY PUBUC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND 670 5600 SIGNS DIVISION. O 11 F"] NOTES I. POWER AND COMMUNICATION SERVICES EXISTING TO REMAIN, 2 CONTRACTOR TO CONFIRM METER REQUIREMENTS AND TYPE WITH FPL AND MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. 3. FPL REPRESENTATIVE IS ANDRAE DARBY. TEL• (305) 377-6097. A. AT&T REPRESENTATIVE IS MARMA 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 DIVISION. 6. PEDESTRIAN SIGNALS TO BE ORIENTED TO THE CENTER OF ME RAMP THEY SERVE. 7. THE CONTRACTOR SHALL UTILIZE EQUIPMENT THAT IS CAPABLE OF CONSTRUCTING DRILL SHAFTS AND INSTALL MAST ARM POLES UNDER ME POWER ONES. COST OF LOW PROFILE DRILLING EQUIPMENT TO BE INCLUDED IN THE RELATED BID ITEMS 6. REFER TO SIGNING AND MARKING PLANS FOR GROUND MOUNTED SIGNS. ®r', i I REMOK Em. POLF AN0 SIGNALS 1 ! I f 1 sTA w„aso X.m LT (I EA] [I E. 646.1-f1 p R % ” \ L3�dL M - - - MN - -' _v _y TO VJ 630 2 12 -- --------- -- !�W 8TH STREET_ STA wr09.25 31.5W RT [1 EAJ 6351 11 CQ(1 EA) 646.1.11 [I EAJ 665!11 B [IJ V) 630 112 R NAL ­NALAL MAST ARM [t R] 632.7 [a G] 635.2-11 [i EA] 6)a -5t10 [20 VJ 630.1-12 V BRICKELL CF YCEN RE �SI��C� TfiOMER� �\ [A FA] 635-772 ! [T AS) 639-1-127 I!,, 2 TIRES (7D V] (I EA] 639 7 1 639.3.11 �® " jy ^,} [I EA] 6a I2II 646-f 1 1 �/ C eIt [ l 665 I !1 RT El `^ ! I/ R[YOK EAISI. ,I sou MAST AAI O [I EA) G D ARMwr1a90, ARM IENOM RM ARY BEARINGW - E 0Y3Y W STA. w*E12.w I 6357-I1 [t V] 29.]0' Rl ARM IEIIGM 6x00' � 6/931102 [IEA] I BRICKELL CF YCEN RE SIGNALIZAT)ON PLANS TS.04 17w -UNE 1 STA. 3+61.SO - 3200' RT ♦i&T SERVICE I TONT YAIWN0IE t 535 2 11 [I EA) Gia I lI 646-f 1 1 [t EA] [I20 V] eIt [ l 665 I !1 [1 EAA 6352 11 El `^ ! I/ R[YOK EAISI. ,I sou MAST AAI O [I EA) G D I Y . STA. w*E12.w I STA Sr]SAO J1.00' RT 29.]0' Rl ARM IEIIGM 6x00' 635 111 [I EA) MM 11EARRNO ' N 0211}3" W 'ry 646 1 !r (I EAJ 635.1 -ti [t EA) Q, 11'I 649.31.103 [1 EA) EwST. :Pt WIm POLL] INTERSECTION IDENTIFICATION NO. 2245 SW 8th STREET (SR 901 US 41) AND SW 1st AVENUE (E) SIGNALIZAT)ON PLANS TS.04 SIGNAL DETAILS SOP AS SHOWN a❑ ❑fi V) P4 V6 PB a I11 ® I I I d K�H 3.elf. Irr YE�E 610 S 120 6 AS IN MT "N I-WAY 01 02 • PERMITTED MOVEMENT J.1' rl m (3 RUNS) LME ARM KMM . BO RANfi hI cw ARM . M 2'11NY W 6 TF 1 TF 2 srw 01h,61a4 AJC RT D b SIGN DETAILS II Q B 0 © ®� 1 a ® R10 7E (D" fi w)B INUDIT lro, ® a FAI d IA2aUDED !N TxE CYST W [ m PAT ITEM 6651 11 E ^ 16 d ]0O3z0t O'- 4 E (D Q sesT sm""'i AV p Lxlm NhokY4 BIN It EAI [AI LEO INTERNALLY ILLUMINATED STREET NAME SIGN DETAILS .3 SINGLE SIDED SIGNS WITH WHITE LETTERS ON INTERNALLY ILLUMINATED REFLECTIVE GREEN BACKGROUND 51GN PANEL (RII1,10 MOUNT ON AIAST ARN1 6 CONTROLLER NOTES 1. MAJOR STREET IS SW 8th STREET. MINOR STREET IS SOUTH MIAMI AVENUC 2. SIGNAL OPERATING PLAN AS SHOWN f i 1 SIGNAL COORDINATE R ASE 1. Q.2F 4. --IMO OPERATION SHALL BE RED FOR (420 V) ..F MOVEMENT 4 AND B. if EA) St a TRAFFIC SIGNAL TIMING TO BE PRONOEO BY MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE 7 WR6 140 V] MANAGEMENT DEPARTMENT. TRAFFIC SIGNALS AND [I G( S SIGNS DIVISION. �3 [i G] NOTES I. POWER AND COMMUMCATION SERVICES EXSPNG TO REMAIN. I: Z CONTRACTOR TO CONFIRM METER REOUIREMENTS TWO TYPE WITH i¢f ^ FPL AND NAW-DADE COUNTY PUBLIC WORKS AND WASTE BfBBB MANAGEMENT DEPARTMENT. TRAFFIC SIGNALS AND SIGHS DIVISION. Y 1 FPL REPRESENTATIVE IS ANDRAE DARBY, TEL' (305) 377-6097. td .i A. AT&T REPRESENTATIVE t5 MARTHA CENER, 17:L (303) 222-0939. s7j1 5. SIGNAL MANAGEMENT TO BE PROVIDED BY MIGNA DADA COUNTY PUBLIC WORKS AND WASTE 6IGg MANACENENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. 6. PEDESTRIAN SIGNALS TO BE ORIENTED TO THE CENTER OF THE RAMP THEY SERVE. E{ R 7. REFER TO SGNINC AND MARKING PLANS FOR GROUNO MOUNTED SIGNS. s1M1 T ioLt t A I "�iswL " 17 c. 3; .T.1 a I11 t I I I d 6J0 z 17 Wd M I•RB aF] 430 Z 17 610 S 120 ETi 3 — C ' i -J® J.1' rl m (3 RUNS) LME ARM KMM . BO RANfi hI cw ARM . M 2'11NY W 6 - srw 01h,61a4 AJC RT D b ' Lezm sA 4aoe u ARM - Su00' 6A6 1 n a35-211 [I G] AN< KAftK OTSt"E \ T Q ` a46 ! 1} 665.1 )1 11 G] [1 EA] [I EA) 635-7 Il EA) auV f} 31 tU± Tom' — 0 O O O swoYt EIYSi. IATIIE AND sLwAls [t G] 11 GI Y� - x ioLt t A I "�iswL " 17 c. 3; .T.1 a I11 t I I I d 6J0 z 17 Wd M I•RB aF] 430 Z 17 610 S 120 ETi — — C ' i -J® J.1' rl m (3 RUNS) ioLt t A I "�iswL " 17 / hnl c. 3; .T.1 I� [s G] _BE____ _ 0 _ _ _ _ _ c CJ• AS p'7� 6J0 z 17 I•RB aF] 430 Z 17 610 S 120 ETi — — C ' i -J® (3 RUNS) LME ARM KMM . BO RANfi hI cw ARM . M 2'11NY W 6 - srw 01h,61a4 AJC RT / hnl c. 3; .T.1 I� [s G] E3s.'. 11 6J0 z 17 [, G) 610 S 120 lD 1T - (3 RUNS) LME ARM KMM . BO RANfi hI cw ARM . M 2'11NY W DYM1�I\ s'I!'JJ/ tAyTwt EYtsl' PQE AIq 9r>MAlS srw 01h,61a4 AJC RT 635 I -ll [I G] I I ne n G] 6A6 1 n C (, G] a651 If 0 It G) 616 1 60 [2 [A] 649 36 500 (2 G) 6T0 S 600 11 GJ 1ONIRA01OR W OOOImIIMTE IRM SLS LUK PRO.ECT (CLAUOETTE ROOPOJEZ 9N-361-6074) FOR PROPOSED EME LAN[ ON THE SOY. LEG DF !MU,"' AVENUE AND OTHETT YPITOVFSIENIS Al THE "'C"CORMIR OF SM 0. STREET AND MUCH WYR AVENUE. I ' 44� BRICKELL F� AROURfCTONICA 1 srw 1.21.50 9CAIE 45 snO1YN '1 11 . x30' LT ...Im... r ' 635 7 II [IEA) — _ 616 t I! [f G] STA. ID LT 2670' 'r...w.•- oJU !7 [Is VJ a35 z 11 [, [A] 6" 1 11 ( EA) Q .. •w.w 66S t If (,GJ L roti �+.• I [b LF] T _ __{IfwoCN' �� 1 o Al 11N I m M11 OMEN I mror mil Q% �Qi MIM l� ZL RT 2B ART - LME ARM KMM . BO RANfi hI cw ARM . M 2'11NY W aS� , SIGNALIZATION PLANS L-T'S.0.5 l� ZL RT 2B ART - LME ARM KMM . BO RANfi hI cw ARM . M 2'11NY W aS� , 635 I -ll [I G] I I ne • [I G] SIA 10.9N RT I 1 \ T 635.2. 11 11 G) Tom' 6a6 !-I} -6S. I- Il [t G] 11 GI n�3 1M NJ L" 4 Y E,aSt. FK fuMc[ PIArt (ON A✓D POl[3 INTERSECTION IDENTIFICATION NO. 2244 S 8th STREET (SR 901 US 41) AND SOUTH MIAMI AVENUE I SIGNALIZATION PLANS L-T'S.0.5 > O SIGN DETAILS a SIGNAL DETAILS O O _ sw � sT sW 1 AV 3�' [D E PI 1'LI6] r ® :W CNuta 1•Dpel way � ® CR- � 6 7p0 S 11 16P-5-11 7Up 3101 m �� f .SEfi. ! WA• PF II >Iol I1 tAl 11 tAf I Faf b A5 % fpuNl unwn •""'�"`A LED INTERNALLY fLLUM)HATED !->Et>. I -Ar xrrr aE rv- • Ix -J STREET NAME SIGN DETAILS 15FIr, 1-W0 6 A5 © IIIUPIFIEPI II EAJ SINGLE SIDED SIL:NS WITH wHITE LETFERS , AS I.K PUUI II IN lllf LI 01 ON INTERNALLY 111UAfNATED RFFLECTIVE bS3 1 li er ICN db5lrr flu 1 11 1 GAEENBAEKGROUNfI SIGN PANEL 0 (ITIS IU MOUNT UN MAST ARM) SOP AS SHOWN NO 36 pj1 .16' TURN cis 1.11 (kAt _�... Too 3-"l ON bab-1 11 [4 EAJ RED , �F F,• AIU 71A PO�MRr�9TliLKS 1L• t Po' I I I Too 3 2ol of 02 03 O FITI i4 W1o. r IF 1 IF 2 TF 3Aft Lui -M alW LT 2 T+@ 4 MAftBEAMI - M de'41'+r • o+ / rP O635 1 11 [I EA) 6{9.71Jo1 (1 G] 6 a RQ y r REMOVAL ITEMS �- s Gab 160 III LAI (>-_-.- 3B.-_/i,__�_ d)pl 1.` 653-160 MT. 12 EA) b{936500 I3 fAl 14p / DIrIAI'S-.. Lil- 630_7 Il_ NOTES I. POWER AND COMMUNICATION SERVICES EASTING TO REMAIN. 2. CONTRACTOR TO CONFIRM METER REQUIREMENTS AND TWE WITH I.E. FPL AND MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE ZQ¢' MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. 1 FPL REPRESENTATIVE 5 ANORAE OARBY• TEl (305) 377-6097. o 4. AT*T REPRESENTATIVE IS MARTHA DENIER. TEL_- (305) 222-0959. sl 5. SIGNAL TIMING TO BE PROMDED BY MIAMI -RADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DINSION. S. PEDESTRIAN SIGNALS TO BE ORIENTED 10 THE CENTER OF YHE RAMP THEY SERVE. 7. THE CCNTRACTOR SMALL UTILIZE EOUIPMENT MAT IS CAPABLE OF CONSTRUCTING DRILL SHAFTS AND INSTALL MAST ARM POLES UNDER THE POWER LINES. COST OF LOW PROFILE ORIWN0 EQUIPMENT TO BE INCLUDED IN THE RELATED BID ITEMS. ry, B. MEADS 4Y TO BE 14 MINIMUM HEIGHT ABOVE SIDEWALK. f� JiJ i 9TA 144°$39 Z&V Ll 635 1 11 - It EA) c 'd�l�l [I EA1 EA] 660 4 II 11 t ) s I IT 4) 6T0 10 Q� 630 1 /1 130 LFI (2 APB) a c 3+ 1-I1 111 0 w ' -4117 (2 uJ N�C STA IS,1463, 2110' LT / 2-M - • �, b,� • , - .. x 1 / OE c fY SIE ' L4 - { © V O AWT[T H Ftx SIN I O 14 AT/T SO�im __ _ _ / ¢ • T/ - i8 -.'- -�-_ -- -- -- O _-IT ir_j-=tom =%Y �+ t -E16 . YI1L� _ �[90 tF7 630-) 11 '�(M➢69ET'Q9T.vmpia191�Eaill- 6-.-//D--f'S- ---s�--s ''L; -r. -'""N s -----s--- -- 3--� 91CIIALa[AST. Pqj --=-J�i�==-;P� !_ • J, -I' 1: = g - En - 1330 LAI E ' Uzi ul e's 1 r vaE. oto IT AS] 635-r-111 :Ei+a 4aKs (uo v] 679.1 1 ROAYE [AST. [t EA) 639 3 I 1 STA. r+.lT.1+ I SANK MAST ARM [t U) 6{1111 017 >D Illi (TE1 CONTROLLER NOTES 0 ab, ;.,; [; EA 1. MAJOR STREET IS SW TIN STREET. IF'� y�� I STA I MINOR STREET is SW T•AVENUE. 1139' AT I 2. 5-1.111.:: f I P 5GNAL OPERATING PUN A$ SHOWN. (EAT r 1/ !!Q•, !' 64663 711 3: SIGNAL COORDINATE PHASE 1. I e,3o.2fI2'Ill �` 4, FLASHINGOPERATION SHALL BE RED FOR MOVEMENTS 4V AND B, AND EL 7S !J E?) I YLOW FDR MOVEMENT 2. 619 t 1 1 1 5. TRAFFIC SIGNAL TIMING TO BE PROVIDED BY MIAMI-DADE COUNTY PUBLIC ON P[i TE 3o T '1 '�' [20 17Y WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND LSF J5'P)� ( SIGNS OIWSION. 1, ) fi. RESER TO SIGNING AND MARKING PLANS FOR GROUND MWNTED SIGNS. I I ' ,p53T ON Y Tc (f-- Ir AAI vTl 1 14 CAI O PRV. dl: SIA. 14.bao I T VEN fCLF DETECTOR ASSIGNME NF 33511 Rt / Df TFa (+rR DETfI fUA l,7R ARM LEMOIW 10.OV NrT NITJEPENiS _!UNk AR9 BEA�NG N worz•' R 63511 11 [I Fal.. / V{ f VOd T /� t-- £CEND jI ® VAEo OEDAE FECTor 2 INTERSECTION IDENTIFICATION NO. 2240 SW 7th STIR LET (SR 90 f US 41) AND SW 1 st AVENUE BRICKELL CMENTRE �h IOlrreysHorn ♦wnsM f.w aw SiGNALIZATiON PIANS TS.06 SIGNAL DETAILS SOP AS SHOWN .,w-. MINOR STREET IS 5 MIAMI AVE D OID .\- -[ \- -[N t\ a E e� • `�.� '.'.' \ \ \ 2. SIGNAL OPERATING PLAN AS SHOWN. 11 1 3 StCr 1 NAr 3 .i, r I Scti I, I NAI PEU SIGNAL a] 02 'I I '. AS '' 1 AS 01 d30-7IJ 050 l 16 I SELF I -NA> PERIBTTW 14YENEM 3. SIGNAL COORDINATE PHASE 1. of 35,63 Pt P � S 13 J J Tf 1 TF 2 SIA V•7SY0 2A96' u [lo Lr]1 630 7-17 ? O+®}® O+O}® (1 CA] 635 1 I 1 [I Ea] 640 1 I1 2 SIGN DETAILS 6330 11 UP �pgOP. SIM. E91t. f •a ! A. OPERATION $HALL BE RED FOR MOVEMENTS [, CA] 413 1 11 O O ® O A30f 00 g rxnYI7IED1 t_ EAl 23.6YTA 10.3119 122T%!0.31 L1 ARM Uw " - ARM IRAIe110 - N 9s.3•w• r 4 7AND .. 7 AND 3. s INCL UYto IN !0.k COSI 07 CN3T. ML PA, (TEM 6651 )1 EER%%, P1ART 635 7 I1 [1 EA) 4AY 11 101 (, EA] k3 1 A3 (2 RUNS) (tq LF] 63tl 1- Il (ON CONGETE PRF) _ ip 36' 76 J6' Y 1 11 Y 799.3.70! 700-319t 1 (a GJ (, l5] FRIR RME3 I7'(1 LT] 633211 63?.I-Ilf 639 1 1 '� - ■a iJ EAI 17 EAI - R1Rq] DIVIgDN. REMOVAL ITEMSff f O ( R (2 9 ti] 630 T-17 —675-2 (1 • E3 EA] r $ 7 $T [t AS] LM„R, ., W., 5 Miami AY I" wigs [391!1 11 639 1 11I 639 1. 1 L -•�� CO T!I9 y i 100.3 I f F A!l f l t A!1 700 S It EA] [t EA] 639 3 I! yG ■■■� i LED INTERNALLY ILLUMINATED STREET NAME SJGN DETAILS ••w.W.•UI,*. ! .� +� [ SINGLE -11-0 51-S NITN WHITE LETTERS ON INTERNALLY ILILLUMINATE.RrI:1-1111E GREEN BACKGROUND SIGN PANEL -9] _ T —�� -----QST ST - �_-�� �F IAICIO MOUNT ON MAST ARMJ 03l , f 11 R] CONTROLLER NOTESKv-- a �I A 14 � jud BE - CD x I � I � STw 30.37.60 STA m.33.3R I 3716 " 362]' Ll l 1 I 1 I u r•"� j 1 .\ 616 1 I J [I G] INY HAR41G . N 1T3.'06• E 66s•!!I 11 Eat G. 635 z IJ hEq llil ° 1} 1 ' 00000 P - - _ _ >•,- 'off==� t-, "y'---`.�� �---�-- W S U „rnt A ads • _\__ _tom TARN - •r-- -- - �\ --- w, 1 Ii 113 -! . �>Y�ME 7111 Si I 21 I .oil A R y II IATsI7 _ 63D7 -T - _ - - •' 1- - - 0- BRICKELLO CrMENTRE M xY4Ml=aTw DWI M.YPwwwM:�v. �. �` �+n•.•ww.+.r��gn 'JTd711EFT1SliFiffi�r w w� 'row MMMNtl y1/!E SIGNALIZATION PLANS LTS.07 7.NAJOR STREET ISS STREET. .,w-. MINOR STREET IS 5 MIAMI AVE .\- -[ \- -[N t\ Jy(1 T.. ?� M1 �\\ '.\ � • `�.� '.'.' \ \ \ 2. SIGNAL OPERATING PLAN AS SHOWN. 11 1 'I I '. i J 3. SIGNAL COORDINATE PHASE 1. of 35,63 Pt P � I 6330 11 UP �pgOP. SIM. E91t. f •a ! A. OPERATION $HALL BE RED FOR MOVEMENTS [, CA] 413 1 11 II ' . [ j 4 7AND .. 7 AND 3. 6 D. f 11 , 633 :. I [1 AJ (2 RUNS) (tq LF] 63tl 1- Il qF li$ 5. TRAFFIC SIGNAL TIMING TO BE PROVIOEO BYEEAAµr]QQ�[� MIAMI -DADS COUNTY DEPAR PUBLIC WORKS AND WASTE MANAGIGIENT DEPARTMENT. TRAFFIC SIGNALS MIO Y 1 11 JY I , m 66s 1 (a GJ (, l5] FRIR RME3 I7'(1 LT] 633211 63?.I-Ilf 639 1 1 1 1 #SIGNS DIVIgDN. REMOVAL ITEMSff u� {=.J `�. NOTES/Ir Yr ! I 03l , f 11 R] ( {2¢ S•] a 1. POWER AND COMMUNICATION SERVICES E.S7tNG TO REMAIN. 2. CONTRACTOR TO CONFIRM METER REQUIREMENTS AND TWE ON FPL AND MIAMI -DADS COUNTY2 PUBLIC WORKS AND WASTE 639 J 60 [t CA] 616 160LA O ( ] 1 1 1 H , 'IE ` ( 6/0 II G] 10 Ei6r. EPL 5[RVKE PONr lCM CMVIER Po•E11 PpLF1 .Pvv9w 1 _9 MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS OMSION- 6A936son 12 CAI ;. I�■ I a� >g3 3. FPL REPRESENTATIVE IS ANORAE DARBY. TEL (305) 377-6097. 6)05.600 [t TA] + � ! i ■'+1 'r A. AT&T REPRESENTATIVE IS MARINA CENER, TEL (305) 222-0959. tl' f:OMlAt 'FF 5. SIGN TIMING TO BE PROVIDED Y t BY MIAMI -DAD, COUNTY PUBLIC WORKS AND WASTE MANACEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. _ / / I L -(-i ((M*Y4�EE) w• f� 6. PEDESTRIAN SIGNALS TO BE ORIENTED TO THE CENTER OF THE pAMP THEY SERVE, I I g 41 � 7. THE CONTRACTOR SHALL UTILIZE ERIIPMENT MAT IS CAPABLE OF rIM1/ Rim LI 6r CONSTRUCTING DRILL SHAFTS AND INSTALL MAST ARM POLES UNDER THE POWER LINES, COST OF LOW PROFILE OMWNO EQUIPMENT TO BE INCLUDED NI THE RELATED ero I ,Ms. 1 INTERSECTION IDENTIFICATION NO. 3449 8. REFER TO SIGNING AND WARNING PLANS FOR GROUND MOUNTED SIGNS S 7th STREET (SR 901 US 41) AND SOUTH MIAMI AVENUE BRICKELLO CrMENTRE M xY4Ml=aTw DWI M.YPwwwM:�v. �. �` �+n•.•ww.+.r��gn 'JTd711EFT1SliFiffi�r w w� 'row MMMNtl y1/!E SIGNALIZATION PLANS LTS.07 I 8 SIGNAL DETAILS ,Y a o O A Em am I— 3 It'I 1 NAI 650 114 550 �! '0'•' seen.! -w<. !5 6511 A I4 REFER TO ARCHITECTURAL/STAUCTUAAI- DAAAYINGS FOR MOVNT LNG DETAI lS SOP AS SHOWN + •T • PERMITTED 03 �2 MOVEMENT TF 1 TF 2 TF 2 (SEE DETAIL SHEET Ts. 4. FLASHING OPERATION SHALL BE RED FOR MOVEMENTS 1 630 1 7 AND BR. AND YELLOW FOR MOVEMENT 2. 1275 L 5. TRAFFIC SIGNAL TIMING TO BE PROVIDED BY TO EMT." MIAMI -DARE COUNTY PUBUC WORKS AND WASTE VEHICLE DErECrUR A5516NMENT - MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND ((ON C rmm OETECrOR NO DETECTOR FUR MOVE1E111`6 LONE FPL ANO MIAMI -GAGE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. 660 dll STA 22.64D0 610 3 r2p [+ Al SSD• RT v) 7 VD 7 1 SE 1 V7 635-1 6To-2-1-2 HTO V] I2 INA431 , VD 1 1 VAR BR VD AA I SIGNAL TIMING TO BE PROVIDED BY MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. 6ag531 10] (I [AJ VAR 6A to GA ] LEGEND P1 .d P6 Y® rnuxi Duwx I SETT. I WAH As 613 1 !1 1bV] [3 EAASI [+ CONTROLLER NOTES IWO oft'l- v' 11 ul 1, al 1. MAJOR STREET ISSE 7tH STREET. MINOR STREET IS SE 90 BLOCK. A ATt1 2 SIGNAL OPERATING PLAN AS SHOWN. SDH¢ r0 APPRaL 21 3 SMONAL COORDINATE PHASE L (SEE DETAIL SHEET Ts. 4. FLASHING OPERATION SHALL BE RED FOR MOVEMENTS 1 630 1 7 AND BR. AND YELLOW FOR MOVEMENT 2. 1275 L 5. TRAFFIC SIGNAL TIMING TO BE PROVIDED BY TO EMT." MIAMI -DARE COUNTY PUBUC WORKS AND WASTE SER -M POI - MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND ((ON C rmm SIGN DETAILS OLED INTERNALLY ILLUMINATED SE 7 ST STA.)3+s) IplrTl St REPT NAME SIGN DETArLs O a Cbu4e re.... w.. ITA 13+:z 4or RF 1 SJNGLE 51DE0 51UNS PITH WHITE LETTERS ON INTERNALLY ILLUMINATED REF LFCT LVEF01 GREEN BALKGAUVND SIGN PANEL ]00 511 (RFFER i0 ARCH I7El7VRAC /STRUCTURAL DRAW /NU'S I: F41 FOR MOUNTING DETAILSI FS -1 O x]-1 DETAIL A 1Hr sa• + 3c SE 90 BLK SI.: --Sli !SILT) STA 13.15 8'51 AT! T00-3•]01 ]003 -SOL !UU 311 rOMT SONIQ it TA) 11 rnj jl rA) t O f SE TIF STREET ® NO s74 13.11 551 Lir I € p TURN sin 13tAe uSrLTI �� rH.. ON RED s'A 13.3. /SIKH POIHI MAHagE m' AIV- f IA E� SEE DETAIL ON ARCHITECTURAL DRAWING G-24 1 3a' A 3A nom:' T00 3 701 ysul L EAI I L T^J9 \711 \V\� , P NIU 3E /A'I tNpW li HEMI ,' Nws (4 1 ' V I] EAI !NCI UOrO IN riff Cost or �i V PAI 'TEN 665 r rl I Eo U'J I' - ' 1 EAJ sSlwu 63b.] Ii 1219 L{Y-_: � 3.1•'11 [I ] 635.OR1 I3 EAjkI{l{� .V...,:- INIB IIIIIIIII� IIID b60413 Ii U] wI__- __BE__ _ -_-__ _ ___ __ _� tw ul(4ftoo / SE fTHSTREET--90 BID - - -- IAO-, +T _1 __•N_____w____ R----- __x__--W---�-- __ --• LP.0 17.5' ILII. — 630 1.11 ) p 23 — — — / F 91RLET >a 7TH ST — — — — — I99 u] — Z4 RRI141 1 - t l tl-EAI O _ 60 a _ Iml LTl [2 EA] Al */v IT EA] 1+ EA] N EAJ© 633 1 11 IT EA] IS 11 I1 EA] L4 QV Bt BRICKELLO AR,OyUJTECTONICA T�r�4Gyf, Wye A•2iRDsr.'[-3FMr� .vmriii. 4! i a4. !1 (lU STA fN.OLN' � 2Ap C INTERSECTION IDENTIFICATION NO. 6942 SE 7th STREET (SR 901 US 41) AT SE 90 BLOCK SIGNALIZATIDN PLANS SANE u TS.08 SIGNS DIVISION. ArvAoi ,v .--.. ♦ —. ♦ 1'.. - u v-❑ 0 i ysy (7EE DETAIL A- SHEET1S0)) SHEET 19A2' PILO►. IIIARK its 6 ] _ NOTES [210 VI ;D 11 ; SIGNAL ILgMT. (I GJ fi31111 TRO ww's I]2D V] 639-]. f )(a I- R TO CONFIRM METER REQUIREMENTS AND TYPE WITH O 633 1.11 (I (T A] C^6 yi ^03 FPL ANO MIAMI -GAGE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. 660 dll STA 22.64D0 610 3 r2p [+ Al SSD• RT op� N 2 FPL REPRESENTATIVE IS ANDRAE DARBY. TEL. (505) 377-6097. A� 1ENDTN aOD6' 63p.1. .SIH IEAwNc - N RzmT • SE 1 AT&T REPRESENTATIVE IS MARTHA DENIER, lEl' (]OS) 221-0959. 635-1 6To-2-1-2 HTO V] I2 INA431 , Z ss� zy 4. SIGNAL TIMING TO BE PROVIDED BY MIAMI-DADE COUNTY PUBLIC WORKS AND WASTE MANAGEMENT DEPARTMENT, TRAFFIC SIGNALS AND SIGNS DIVISION. 6ag531 10] (I [AJ 1 PEDESTRIAN SIGNALS TO BE ORIENTED TO THE CENTER OF THE RAMP THEY SERVE. LEGEND 6E4� E6. REFER TO SIGNING AND MARKING PLANS FOR GROUND MOUNTED SIGNS ® VIDEO DErECT,(W ZONE mEi 7. REFER TO ARCHITECTURAL DRAWINGS G-23 AND G-24 FOR SIGNAL MOUNTING DETAILS. - t l tl-EAI O _ 60 a _ Iml LTl [2 EA] Al */v IT EA] 1+ EA] N EAJ© 633 1 11 IT EA] IS 11 I1 EA] L4 QV Bt BRICKELLO AR,OyUJTECTONICA T�r�4Gyf, Wye A•2iRDsr.'[-3FMr� .vmriii. 4! i a4. !1 (lU STA fN.OLN' � 2Ap C INTERSECTION IDENTIFICATION NO. 6942 SE 7th STREET (SR 901 US 41) AT SE 90 BLOCK SIGNALIZATIDN PLANS SANE u TS.08 ARM N0. 2 - DWBIE ARM POLE ORlENTAI'UN TO BE MEASURED IN A COUNTER CLOCKWISE DIRECFVW FROM AWNAY ARM NO. L ARM NO. I- SrNpIE ARM POLE OR LONGEST ARM FOR DOUBLE ARM POLE. H5 ~+ I M1 I R� W R Y G #� R Y G SIGN O R r G SM,N C R r G SIGH B R r G S" A T w1 r w3 i w2 wi —' ARM MOUNoNG HEGHF M (ARM MW) TOTAL ARM LENGTN TOP OF FOUNDATION ELEVATION . OENOrES NUMBER OF SECTIONS IN SIONAL HEAD ASSEMBLY SIGNAL DATA SIGN DATA !/O ♦res FEo DISTANCE FROM Po!£ rprµ ARyLcIEnEI. DISTANCE FROM POLE/ HEIGHT AND WIDTH OF SIGNPAINT /I SKWAL LVH IINS . r/• f • 7 • 3 • 1 • 5 • tF M.H. MVPD A MI WI A I N9 W9 I f Ni Wi I n If1 WI F NS WS NOTE: I. RETWOREFLECT.VE BACKPLATE BORDERS ARE REQUIRED FOR ALL BACRPLATES. BRICKELL CT CENTRE irat rv;mr . it SCI" ARO(ffIFC1DN�CA raRrrys�, MAST ARM TABULATION TS.09 ID SHEET fACA TAOH osoeso oeveeo sant 000000 NO � 000000 n00000 BY SrA. ovvovo o ©Davao r�I oovovo A 000000 3+16.50 am, I 705' H ARM N0. 2 - DWBIE ARM POLE ORlENTAI'UN TO BE MEASURED IN A COUNTER CLOCKWISE DIRECFVW FROM AWNAY ARM NO. L ARM NO. I- SrNpIE ARM POLE OR LONGEST ARM FOR DOUBLE ARM POLE. H5 ~+ I M1 I R� W R Y G #� R Y G SIGN O R r G SM,N C R r G SIGH B R r G S" A T w1 r w3 i w2 wi —' ARM MOUNoNG HEGHF M (ARM MW) TOTAL ARM LENGTN TOP OF FOUNDATION ELEVATION . OENOrES NUMBER OF SECTIONS IN SIONAL HEAD ASSEMBLY SIGNAL DATA SIGN DATA !/O ♦res FEo DISTANCE FROM Po!£ rprµ ARyLcIEnEI. DISTANCE FROM POLE/ HEIGHT AND WIDTH OF SIGNPAINT /I SKWAL LVH IINS . r/• f • 7 • 3 • 1 • 5 • tF M.H. MVPD A MI WI A I N9 W9 I f Ni Wi I n If1 WI F NS WS NOTE: I. RETWOREFLECT.VE BACKPLATE BORDERS ARE REQUIRED FOR ALL BACRPLATES. BRICKELL CT CENTRE irat rv;mr . it SCI" ARO(ffIFC1DN�CA raRrrys�, MAST ARM TABULATION TS.09 ID SHEET fACA TAOH CROWN sant NO � N0. BY SrA. rw•o.+w unua o ELEV. r�I A rs.os 3+16.50 am, I 705' H ez B r5.01 3+92.00 7.60' r 7.T5' N 2 C T545 10#55.00 T.q' I 7.50' H �1 2 fir aJJ' f 763' H �0 2 #.Irs #14�9.SV SAO' 1 5.15' H ^y _ 2 '3A 6 J0' 1 5.90' H 2 � � R T51S I M+12.59 1 7.19' 1 I 6.50' M 2 ii L rSDT 6.5r.0 T.05' I 6,63' H 2 SS;F Y TS.Oa 22+65-00 9.59' I 92l' H 5=i 2 m# I •7 o f air 2 ARM N0. 2 - DWBIE ARM POLE ORlENTAI'UN TO BE MEASURED IN A COUNTER CLOCKWISE DIRECFVW FROM AWNAY ARM NO. L ARM NO. I- SrNpIE ARM POLE OR LONGEST ARM FOR DOUBLE ARM POLE. H5 ~+ I M1 I R� W R Y G #� R Y G SIGN O R r G SM,N C R r G SIGH B R r G S" A T w1 r w3 i w2 wi —' ARM MOUNoNG HEGHF M (ARM MW) TOTAL ARM LENGTN TOP OF FOUNDATION ELEVATION . OENOrES NUMBER OF SECTIONS IN SIONAL HEAD ASSEMBLY SIGNAL DATA SIGN DATA !/O ♦res FEo DISTANCE FROM Po!£ rprµ ARyLcIEnEI. DISTANCE FROM POLE/ HEIGHT AND WIDTH OF SIGNPAINT /I SKWAL LVH IINS . r/• f • 7 • 3 • 1 • 5 • tF M.H. MVPD A MI WI A I N9 W9 I f Ni Wi I n If1 WI F NS WS NOTE: I. RETWOREFLECT.VE BACKPLATE BORDERS ARE REQUIRED FOR ALL BACRPLATES. BRICKELL CT CENTRE irat rv;mr . it SCI" ARO(ffIFC1DN�CA raRrrys�, MAST ARM TABULATION TS.09 f( Eno Stlui End Struts �- 90.00'00" Bose After Arm Installation TROMBONE MAST ARM CAMBER TROMBONE MAST ARM ASSEMBLIES GENERAL NOTES 1. Signal5tructure Materials shoebe as follows: Upright &Arm Truss Tubes - ASTM A588 or A5TM A572 Grade 50 Steel Plates - ASTM A36 Weld Metol- E70XX Bolts (except Anchor Soft) - ASTM A325. Type I Anchor Bolls - ASTM F1554 Grade 55 ksi Nuts for Anchor Bolts - ASTM A56J Grade A Heavy Hex Washers for Anchor Bolts - ASTM F436, Type I Handhold Frome - ASTM A709 Grade 36 ksior ASTM AJ6 Handhole Cover - ASTM A1011 Grade 50, 55, 60, or 65 ksi Cops - ASTM AI011 Grade 50,55, 60, or 65 ksior ASTM 8209 Stainless 5leet5crews - AIS! Type 315 Threaded Bors/Studs - ASTM A36 or ASTM AJ07 Nut Covers - ASTM 826 019-F) 2. Reinforcing Steelshoebe ASTM A515, Grade 50 ksi. 3. Concrete shaltbe Class 1V (Drilled Shaft) with a minimum 28 -day compressive strength of 4000 psifor off environmen fol clossifico tions. 4. Atlwelding shopconform to American Welding Society Structural Welding Code (Steel) ANSI/AWS 01.1 (Current Edition) 5. A15teelltems shollbe galvanized as follows: ell Nuts, Bolts, Washers, and Threaded Boss/Studs - ASTM F2329 Mother steelitems (including Upright and Russ Arm1 - ASTM A113 6. Locate hondhole 0' from arm truss. 7. Except for Anchor Bolts, al/bolt hole dimensions shollbe equalla the boll diameter plus yB" prior to galvanizing. Hole dimensions for Anchor Bolts shollnot exceed the bolt diameter plus %z". 8. Sign Panels and Signals attached to the Trombone Arms shollbe centered in elevation between the upper and lower arms. Street %qn Panels sheMbe infernally illuminated. Was access holes shollnot exceed 1/z" diameter, excep( as noted. 9. The Upright shollbe installed verfically. Comber shallbe accounted for in the Trombone Most Arm connection as detailed. 4 Lip—JI'( and Ored snarl Up Arm to Upright Span Lon th'FA. See Trombone Nast Arm StruCture Layouts Connection Interface 40601 Cape 'f dl 'FB.T 'F$J 'FBS' — Mala l Al oil Top Chord 'FC 4 Tup Clmrd Plpe H01100)? iT 1I �SOW 'FC. rip Mast Arm Bartel- Chol d 'FC' L- q Bol (0nr Cl:er d 10. Designed according to FORT Structures Manual fJonuory 2015). 11. Provide "J", "S" or "C" -Hook of top of pole for signalcable support. )2. Trombone Masi Arm Comber Angle = I degree 13. Details for Ground Rod, Sigralond Sign Locations, Signal Head Attachment, Sign Attachment, Pedestrian Head Attachment, and Foundation Conduit are not shown for clarity. 14. One hundred percent of groove welds and a random 25 percent of partial penetration groove welds shollbe inspected. groove weld inspection shod be performed by nondestructive methods of radiography or ultrosonics. 14. Verify CSL access tubes wienot interfere wifh anchor bolt installation before exdavoting the short. When CSG oceess tube locations confk'ct with anchor bolt locations, move the CSL access tube location +/- two inches along the inner circumference at the reinforcing cage. Notify the Engineer before excavating the shaft if the CSL access tube locations cannot be moved out of conikct with anchor bolt locations. 15. Design Wind Speed = 150 mph 16. Contractor sholfsubmil shop drawings to the Engineer for opprovolprior to fabrication. Alternative trombone most arm design require shop drawings and engineering calculations, signed and sealed by a Florida Registered ProtessionalEngineer submitted to Engineer for approval. 17. Contractor shatlprovide a signolhousing box sized to fit openings between top and bottom chords. Contractor shollsubmit shop drawings and design calculations signed and seated by o Florido Registered Professional Engineer for the housing box. Aluminum Identification rag not to exceed 2" x 4". Secure to pole by 0.125" stainless steetrivets or screws. Fabricators to provide details for approval. Identification Tag located on inside of pole visible from hondhole, or on outside of pole inside terminal compartment. Tog to be stamped with the following information Manufacturer's Nome Upright Base (Fy o1 Steel) Chord and Strut lFy of Steel) Upright Woe thickness (in) Chord and Strut Wall Thickness fin) I ' I r uprrgnt. 'n'C' Alunununi 10 rag. See Note on 11115 Sheel Lower Handhole Top at Funsh Lradc , urr.re� sr;,rr I ELEVATION VIEW BRICKELL UMENTRE ABBUlTKTON/CA IOItVe�rs n ov�vrrn.nnw TROMBONE MAST ARMS DETAILS TS.10 it ga TN mina! (amparlmCnf Covh Balt la frame.111, 1-y 5farmefa Steel $Crews J of HondhWe. see Handhole Defdns 'BC O Am],., fie" Th,edded B' Mar lop and Rvllom fell too fJS'de".a Sand �� too of 5�de,valk . a C " r. B- � -Q Uprrghr +xW Drrlfed shall r -Upr,ght. 'UC Cavrr Clr p, Tyt -lj, (heck Terminal cw.pa,cmem Fr.tmr olwaief pesoot wlnlaph. to, lrnnJl [o,nparlme,n /Height 7 IY Mu, lU 7 6" m-) Allyn Lover (UPl idrid, baro. or Ierm,nal comoartmrm r f'• HJnJhalC mm bet" battmn of Handllole Flaore. C Fi amt -A" Se no.,, sr ewalk paur cc.—.r. Upl rght I nns fa 0. WchuadJJcenf sidewalk! g Most Ann and W:in nan-SAI rnk nallmlf Jlll[ Cenllrtt Dr!lled Shaft r oasrd�I'out 1 r' Dra. Seamless steel �- r Hera Head Suc— To Tack Wed" Carer Clru. Typ fix A" ""Vale _6 Fl amt Maar Cnntfnnoua Wrlll a full PWrolfatmn weld I` 5l-f" ss steel 1rs vp tit+ Head Strews. TVP HANDHOLE FRAME tl ga Warrrpraol 1-0. tee nrrr:al Tern+rani [omparlemenl Com Per 1-11 Vnvn�feal Corer Hole Typ I1 yJ HJndhnlr Cmer lj `'Ter meant MM1- 4 Frame fn+ent HANDHOLE COVER SECTION 0.0 Nort HandlmfC carer na M Tare WelaeJ Cavrr Clr p, Tyt 11 ga HmWno uiwicd when Tea.In.. Lover (UPl idrid, f'• HJnJhalC C Fi amt CJrnpJl l+nCnf Is alorldcd. . ancr�� Burr> SECTION A -A Dented 5 r 1 i' -•lav»- ( Masi AIm and Drilled Shall r' Dra. Seamless steel �- r Hera Head Suc— To Tack Wed" Carer Clru. Typ fix A" ""Vale _6 Fl amt Maar Cnntfnnoua Wrlll a full PWrolfatmn weld I` 5l-f" ss steel 1rs vp tit+ Head Strews. TVP HANDHOLE FRAME tl ga Warrrpraol 1-0. tee nrrr:al Tern+rani [omparlemenl Com Per 1-11 Vnvn�feal Corer Hole Typ I1 yJ HJndhnlr Cmer lj `'Ter meant MM1- 4 Frame fn+ent HANDHOLE COVER SECTION 0.0 Nort HandlmfC carer na M TYPICAL FOUNDATION AND BASE PLATE DETAILS BRICKELL CfT1iCENME i AeoulrECToxrcn �NOIfI w�lu- a �+�e�ylcniml•., ar,rM TROMBONE MAST ARMS DETAILS TS.11 uiwicd when Tea.In.. -. b Clddl CJrnpJl l+nCnf Is alorldcd. Dented 5 r C r BC D ­An, nai CSL lube, Tyo q I 8otf Threads Ir - ia m hv to Nufs. Top Nut may b 1 • Helyt" "J -e Nul r--f--t- Mrn Too and Sollom /5 Trr Seri Q Pl sh InJ�r,auJl Nut kuru 'R8 -d'R+T Bar a INaf shuWn) rut EJah BC+Ir Equally Spaced•RB'-A 3' Bars Cqualcy CJP c sane d Wefa B+pl. Bar - SECTION B -B ro 8—Plalr um, (Hole. N.111.er vi le,rrf—mg barsfar iq - lllpalydiran pu,tc,ea t,WvJ O E Palr %,• Pfenrolgld E.Pdns.n Jnrnf ma1Cr +JI leveiury Nuf SECTION C -C PARTIAL ELEVATION M T SCCOrWdry SrdewdlA pour fian[r CIC /, IJ nrafan ddydttM a,a-'ai rule rwn-alrr rnk +ro+r .+elalh< as r.•nt baled 4'vJt ! r' 1' 3' SECTION C -C TYPICAL FOUNDATION AND BASE PLATE DETAILS BRICKELL CfT1iCENME i AeoulrECToxrcn �NOIfI w�lu- a �+�e�ylcniml•., ar,rM TROMBONE MAST ARMS DETAILS TS.11 R TA' r 'FP r 'HT' I 'FK' x TY . 'HT' — 'FP' Dia. Connection Boll rL Trombone Mast Arms = 4 upr,gh! Weld Backing adr to Base Plato Unlr Trombone Most Arm 5— Note t Trombone Upper Mast Aim 'FC` 1" Cb + -i4 See Note 1>—= Typ. z� frombone tpWer Mast Arm 'FC Trombone Most A-, See Detail 'E" vetbcal 511.1 'FC• ft 7,0nbone Mast Atm 1 I I q 'Fc' r 'FM . 'H7' I I I I Trombone Mast Arm End Veittcaf Strut'FC' f Tip. v Upright 'UC. Trombone Mast Arm 'FC T,nmbone Mast ar rn 'FC' Handhole INTERMEDIATE CONNECTION END CONNECTION 4 Upright Upright Cap Pratc 1w T 'F1' tit" Thick Pfatc _ TROMBONE MAST ARM DETAILSI f a .1 SECTION F -F — -- - _ Li Uprrgh[ 'UC' I = Q Mast Arms 1 II -1 Ilk ll III Iii III Itl �7 II II ul C, SECTION G -G ELEVATION - MAST ARM CONNECTION Note, I Backing Ba, shaft 00 filter wCtded coMln.o.sly to the base plate along the inside of the bacAinq bar E Tilt bona Most Ann and 2!12" Dfa. Winrtq Hole Tk'— ,—'FA' w Typ Prowde Ultrasonic Testing Int lamella, fearing 111 Connecfron Plate DETAIL E MAST ARM CONNECTION AND MISCELLANEOU5 DETAILS BRICKELL QW CENTRE AROUl7ECWN1CA Ki�sFbm� L�M:a TROMBONE MAST ARMS DETAILS TS. 12 I' Lift,nq Bar h� 1 e ..l yt,' 010 hole and ; •i-1• ti... N111 lack welded to Unders+de of S., I'm 2x•FP. T p, CL SECTION H -H Q Uprlgnt S,x TP' Dia. N Connection BoltsUpright Yr" Did Boltwidth+ I' Upright II - X11 1 LL with Flat Washes Cap Plate f'I Handhole I III - III f. 1" will H IlII III III I to to I see F BI III I Detain 'J" Hook 1w rk Up, Ignl j Upright 'UC'i I rip r I I `: DETAIL J ,w I ti UPRIGHT CAP DETAIL Li Uprrgh[ 'UC' I = Q Mast Arms 1 II -1 Ilk ll III Iii III Itl �7 II II ul C, SECTION G -G ELEVATION - MAST ARM CONNECTION Note, I Backing Ba, shaft 00 filter wCtded coMln.o.sly to the base plate along the inside of the bacAinq bar E Tilt bona Most Ann and 2!12" Dfa. Winrtq Hole Tk'— ,—'FA' w Typ Prowde Ultrasonic Testing Int lamella, fearing 111 Connecfron Plate DETAIL E MAST ARM CONNECTION AND MISCELLANEOU5 DETAILS BRICKELL QW CENTRE AROUl7ECWN1CA Ki�sFbm� L�M:a TROMBONE MAST ARMS DETAILS TS. 12 STRUCTURE NUMBER DA f)r.) DRILLED SHAFT DATA OB 1 RA R8 RC ffl.l RD A 16.0 Soo TROMBONE MA57 ARM POLE, CONNECTION AND DRILLED SHAFT DESIGN TABLE 14 12 8 B 19.0 500 14 14 17 STRUCTURE C UPRIGHT DATA 500 14 14 MAST ARM DATA U UPRIGHT BASE CONNECTION DATA MA57 ARM TO UPRIGHT CONNECTION PLATE DATA NUMBER ti (R! UB (ff.1 UC (11551 FA (11.1 F81 f1I.) F62 fr1! F83 (I1.1 F84 flr.l F85 Nr.J FC (HSS) Na. 9o/rs 8A PnJ BB ('n BC (") 8D f-) BE frn,J H7 fln.l fi (_) FX f"'.) FA Rn) FL Iln.! FM (n.l I FP IIn.J FS (-; A 14.75 19.25 18 A 18 A x 40 10.00 IU OU 10.00 10.00 0.00 12 x 12 A 4 8 30.00 2.50 2.25 1 12.00 450 18.0 280 ?./5 1.75 0.75 10.0 100 /O0 B 24-15 1915 22 A 22 + Y W 10.00 10.00 1000 10.00 1000 14 A 14 A 'A 8 34,00 2.25 225 14.00 48.0 200 340 3 50 1.15 0.75 120 125 150 t +475 1925 22 A 2. x Y Su IUUU IUW IOW f0.U0 IV 111) 14 x 14 A iy 8 34 UV 2.25 225 1400 45U 2U.0 340 350 175 015 1.' 1) 125 150 O 2415 1925 12 A 22 + YA 5U IUUU TUOU IUUU IUUU JU,UU 14 A 14 A '.5 B 3400 125 225 14 VU 48.0 2U .0 34U 3SU 175 075 120 125 750 1 2475 1925 18 A 78 F i(, 40 )000 10.00 1000 1000 0.00 )2 x )2 A ij 8 3000 2.50 1Z5 72.00 45.0 180 280 175 1.75 0.75 10.0 1.00 700 1 1475 1915 18 x 18 A $ 40 1000 1000 10.00 1000 0.00 17 A )2 x g 8 3U OU 250 215 12 00 45.0 150 280 175 ITS 075 100 100 700 K 2475 1925 21 A 12 A 15 SU 1000 1000 IUUU )0.00 IUUU J4 -x 14 x yy 8 3400 7.25 115 14.00 480 200 340 351) 175 U75 170 125 150 14.75 1915 18 x 18 A 40 1000 1000 10,00 10.00 0,00 12 x 11 x iG 8 30.00 250 115 1200 450 18.0 28.0 175 1.75 0.I5TI'�' 24.75 1915 18 A 18 7 )1 40 1000 10.00 1000 1000 400 f2 A f2 A )s 8 3000 1.50 215 !2170 450 18.0 280 175 175 075 too 7rN7 STRUCTURE NUMBER DA f)r.) DRILLED SHAFT DATA OB 1 RA R8 RC ffl.l RD A 16.0 Soo 14 14 12 8 B 19.0 500 14 14 17 C 190 500 14 14 11 U D 190 500 14 I4 11 6 I J& 1 500 14 14 11 8 1 160 500 14 I4 12 8 K 190 500 14 14 17 6 18,0 5.00 14 )4 12 8 14 1B.0 500 14 14 11 B BRICKELL CMENTRE a;w�f �9rvRr�or9Gt'f dRM//1FC7HNMJ TROMBONE MAST ARMS DATA TABLE TS.13 } to ¢ Trafhc Signal Pole ° ¢ Froffic Signal Pole Notes: , I sifirlat Structure Mdterrals shall he as follows' Post Tube - ASTM A588 or AS7M A572 Grade 50 D D Steel Plates - A5TM A36 BRICKEL1.Tf4 CfTYCENTRE Word Metal - E70XX ,o,.v,.."....,..,w i Bults (except Anchor Balt) - ASTM A307. Type 1 Anchor Botrs - ASTM f1S50 Grade 55 ks, s } e Nuls Int Anchor Bon, - ASTM A563 Grade A Heavy He. Washers for Anrhnr Bolts - ASTM F436. Type 1 5Head Caps • ASTM A1011 G, ado 50.55. 60. or 65 4sI o. ASTM 9209 Ail T�XFC�A `o r9n01 wm Sari Plate Stainless Steel Screws . AISI Tyne 316 rlueaded Bars/Studs - ASFM A36 o, ASTM A,307 '} f Provide JW Nul Covcrs - AS7M 826 (319-F) hoe fur efe'r—al 2. Reinforcing Steel shall be ASTM A615. Grade 60 ksr 3 Canccore shalt be Class ry (Er Ited Shan) with a mrnrmum 28-day c6mpressNC strength or 0000 psi 10r all environmental dassd rcali0ns. d. All welding shelf Iunfor ru to Amer Iran VVeluinq Society SN'uctur at Weh/inq Code (Steep ANS)/AWS Ifi•Jw,r>/Hpp ,_�,, ..LL.• . DI I (Cu'rent Edition) 6".6•ry' 5. All Steel items shall be galvanized as follows HSS TOhe All Nuts. Bolts. Washers, and Threaded Bars/Studs - ASTM F2329 All other steel items (incfudin9 Post) - ASTM A)23 } s S. EIC at to, Arnhal 60111, all Iwlt hurt• din-Islons shah be equal to the bull d-nerei plus it,.' p,.0, to galvaniring- Hole dimensions for Anchor Bolts shah nor exceed the boll { dr an of", plus one hundred per cent of yr wor —,I,Is and a random 25 percent of partial penetrattmr 9r owe HSS Tube welds shall be inspected -. -1d inSpev T+On 511611 be performed by nondestructive SIDE VIEW methods or radeographr 'rx`mvhir''moa>r"= E 8. Vel fY CSL ac,ess tubes .,it, anchor bolt nlstaBat,on before ei,cavar,nq Inc r---¢ Traf Nt Signal Pale shaft. When CSL acceS,, 1:,fonftat with anchor epic locations, move the CSL §} b access tube WxID'l +/- I" :r,: hr. ,,lung the inner Uftulnier ence al file reinforcing rage. IO' NMIr the Enq,neer before e.--t:ng the shat( if he CSL access tube rocanons cannot be moved out of conflict with anchor bolt locit,onS. T' 9. Design W Speed = 150 mph��+..�`...+ TYp lV, hole rn , 1 fnrI "I Plate pr for Elect ,cal i n �i �i l! iup Base CaII Vr`.6V`x0 -6Yr R p I"x14'xI,_z DI D ® 0 Y." x307 Bolts C C Y" Neoprene wild or to inside !" Bdse T b GasAet. rVII or HSS TuDe ° BCC BCC 4e° m.. lop or 5,dewalk TOP POLE CAP } 999p eEtProvide }� xqi j• 8{(y {1a €� ip 3� 6 �, • D. _° a a -^ ' '. a :. '. D SECTION A-A ¢ T' Dra. Anchor Bee A DA Douhfe Nuts. TOA Nul may be k" Heigh( 'Dani Nut. Traffic Signal Pole hrdrvrdaal Not Cover a top or Orilt Shair (Nut shown) far Each 8Wr. g IL HSS 6'•6•.w AlNW, Sults I z', T7A n lis' Ca,tluO 6 Ctca< ;, CJP �a � ` R, rot ele'"f"al • I ti m ¢ 0fled WNd Bark,nq Bar < Drill Sfra/f 1 _ D d foundation Sha1T to Base Plate ordy I _ '6 q N � q 6-vlo Ba,b t'; 'a `~- " n =_ � Leuelrnq Nut IV" Conduit ti for elertrrt al CON RACT OOCt1MENTS REY• DESCRIPTION DATE �1en;vw.vuReu.°e x nay P.k b.xl.U°.tu. HLk°n1v rW. SaO]] • e .....- _ . w im:,ww �.. ... ^WTROMBONE MAST s S } .o pd Tre Bars 'YJ Tie Bars 2'-6" 6-a 10 Bars ARM TYPI� ELEVATION ANO '!=LNOTES 777 i{ Equally Soaled SIGNAL POLE ELEVATION SECTION B-8 DETAIL C C . TO DISCONNECT SWITCH F.P.L. FEEDER SOA,w NEUTRAL BOND B lw TD ME TEA BATE UAE EIECrAN;.4 SEMGE METER• WIRE ENTRANCE UNE POE • LIGHTNING PHOTEC D WALE DSD Us XWD WS r0 METER MSf F.P.L. FROM UTILITY F.P.L. Poll O tRANSFIARYER CONCRETE POLE PRESTRESS TYPE P-11 AS' LOW. (SEE NOTE 60 AMPS 120/240 V W1 S.N. ELECTARCAL SERVICE DSCOVNECf SWITCH NEAVY DUTY IN MENA 4X ENCLOSURE fSTNNLESS STEEL) ELECTRmAL SEmVC'E WX 40 AMPS FUSE ISEE NOTE 8) WIRE ENTRANCE UNE Y0.` METER CAN Br CONTRACTOR, LIGHTNING PROTECTOR METER BY UTILITY �f— TERMINATE GlRCUMCWNG BUSHING WITH SOO�RLfSS LLC. CABLE N PNC U-OIARO AND Boor S F,P.L. EMIN. CONDUIT STUB UP fANOE f TYP.I b DPX CONNECTION BY F.P.I. r-0 BED OF CRUSHED STORE FOR DRAINAGE BRANCH CIRCUIT IN f-I/Z RIGID GALVANIZED STEEL CONDUIT 2.6 (REFER TO NOTE N9) CONOVIr CLAMP MP.) -6 AWG INSULATED COPPER GROUND WIRE W 7/! ROD GALVANIZED STEEL CONDUIT. TERMINATE COMMIT WITH INSULATED GROUNDING BUSHING WITH SOLDERLESS LUG. SEAVICE WIRE ENTRANCE 1 AT BOTTOM THE GRD. IPI. rNU TO BE COMNECr£O TO THE GRG/ND ROD Z-6 O I-I/Z RIGID GALVANIZED STEEL CONDUIT — F.P.L $ERUCIC RACOON -,UP PULL SON 127-I17 X IB' X 2') COVER MARKED 'fRAFFC SIGNAL' PULL 801 127-I/Z X V X 0) OWER MN E0 'ELECTILC 76 I !12' LONOTIGHT FLExP&E META CONWIr TELCO DOOR AT 70P OF POLE GROUNDING PIC TAIL NIST 8E DETACHED. SERVICE POINT DETAIL CO rAOLEA CAB'NET N. T TAUT CHARNEL .S 2.6 B P6 GROUND IM 1-112" RIGID STEEL CONDurr 9. MINIMUM SIZE SHALL BE -6 WIRE. THE VOLTAGE DROP SHALL BE IID NOW THAN 5X. EXIST, BAWIRE -6 INHERENT TO RE m. PILLBOXES MUST BE PNOYIDED SO CORGUIT RUNS LN NOT EXCEED 250 FEET IN LENGTH, r THE POLE I. ALL ELECTRICAL WORK AND MATERIAL TO COMPLETE SERVICE ASSEMBLr TO BE INCLUDED IN SID ITEM 679 -I -r12. SIDEWALK SIDE CONNECT CFWWD Q. SENVCE DISCONNECT TO BE ORIENTED OR CONCRETE POE SO ITS FACING THE SIDEWALK. METER r0 BE ONENrED ONSIDE OF CONCRETE POLE SD WHEN READING IT 1O/ ARE FACING LAY -COVING TRAFFIC. WN$ i0 TH£ 6. METER CAN MUST BE ALUMINUM, FPL CATEGORY 3/70, METER WITH ISOLATED NEUTRAL, GROIND 915 FACrGAV INsUrTED. L4 NOS 6 GrN.IrAULN 4HOS-D25F OR APPMDVEO EWAL. WAW -DARE COUNTY REWMIEMENF. . Pua BOX r2? -v7 x AY x 2') M. SERYL£ &SMWMECr AND FOL£ TO BE OSTALED AS PER PLAN. COVER MARKED 'TRAFFC SIGNAL' 5. PRORDE 2 FEET OF CdLED TERNMArov OF CONDUCTOR IN THE PULIBOx MARKED'ELECrpr, LOWRETE PAO (TYP.I •PNC CRYWIT PULBOX O2T-I17 x .B x 71 LOVER M CO 'rAAFFlc SIGNAL' 5V8 ' OA. r 2O' -P ORD ROO 6'4Aw . J 2.6 6 IK MAI t PVC COm r � TYPJ rRANyipN rqV IGD AIWO STEEL AF N PRC rEm £A 90'RIID STEEL EL9A1' r6 CFD. IN 7 RL' CON[Ulr PM£L FAONr N£Y LOAD PILE CONCRETE SL49 LN1. X A'4 LRD RPD L— T6 IN Z CONDUIT PVC SCHEDULE 40 _ NOTE SEE NOTE 5 6 9 frrP.1 SERVICE POINT DETAIL I. CONTRACTOR SHALL COORDINATE WITH F.P.L. ENGINEERS FOR THE INSTALLATION OF THE F.P.L. RISER. N. T WHICH INCLUDES A CGNNECTANY FEE Or 1MB.CO. (THIS FEE SHALL BE INCLUDED IN OD ITEM 679-1-1221 .S A NEW TRANSFORMER. IF NEEDED. HAS A SEPARATE FEE. THIS TO BE INCLUDED Al END ITEM 679-1-122. 2. ALL GROUND ROD SHALL BE INrERC'OVNECTED (USING •6 GROUND WIRE). 9. MINIMUM SIZE SHALL BE -6 WIRE. THE VOLTAGE DROP SHALL BE IID NOW THAN 5X. S. PROVIDE SIIPPENENrARr GROUND ELECTRODE SPACE AT A MINIMUM GFT APART. m. PILLBOXES MUST BE PNOYIDED SO CORGUIT RUNS LN NOT EXCEED 250 FEET IN LENGTH, 4, THE PRICE FOR THE COKRErE POLE AND THE INSTALLAT,ON SHALL BE INCLUDED IN BID ITEM 641-2-42. I. ALL ELECTRICAL WORK AND MATERIAL TO COMPLETE SERVICE ASSEMBLr TO BE INCLUDED IN SID ITEM 679 -I -r12. S. ALL CONDUCTOR SHALL BE TYPE XHIM. (OTHER TYPO GF CONDUCTOR IS NOT ALLOWED. EXCEPT Q. SENVCE DISCONNECT TO BE ORIENTED OR CONCRETE POE SO ITS FACING THE SIDEWALK. METER r0 BE ONENrED ONSIDE OF CONCRETE POLE SD WHEN READING IT 1O/ ARE FACING LAY -COVING TRAFFIC. GROUND WIRE WHICH SMALL BE TYPE rhWN.I 6. METER CAN MUST BE ALUMINUM, FPL CATEGORY 3/70, METER WITH ISOLATED NEUTRAL, 6. MINIMUM WIRE SIZE SHALL BE -6. FACrGAV INsUrTED. L4 NOS 6 GrN.IrAULN 4HOS-D25F OR APPMDVEO EWAL. WAW -DARE COUNTY REWMIEMENF. P, CONTRACTOR SHALL SUBMIT STRUCTURAL CALCULATIONS OF THE POLE. SACKED AND SEALED W' A PROFESSIONAL ENGINEER. M. SERYL£ &SMWMECr AND FOL£ TO BE OSTALED AS PER PLAN. B. MAIN SERVICE DfSCOWMECT SHALL BE RATED XOW SERV" ENTAMGE. LABEL MUSr BE FACrD INSrALL. 5. PRORDE 2 FEET OF CdLED TERNMArov OF CONDUCTOR IN THE PULIBOx MARKED'ELECrpr, BRICKELL pRQIllTfC7(1NICA I(imkysFbrn x M.M..Im oro.MVN.NNrwMIPR� IbuAYAi wNr ELECTRICAL POWER SERVICE DETAIL TS.15 F.P.L. FEEDER 'RE F.P.L. POLE CABLE N PVC U -QUART AND BAr ♦W F.P.L- F.P.L SERVICE IQONKfP — PULL BOx (zT-f/z x IB" x) COVER MARKED 'ELECTRO GMUI. CONDUIT STUB UP 0 r0 DISCONNECT SWITCH IWLAYEO NEUTRAL MW BfSfINO TD METER BASE METER • • - MIM F.P.L. TRANSFORMER GNQIND !W BOWO BUSHING r0 -,ER BASE FROM UTIL3rY 60 APPS 201240 V W/ S.N. ELECTRICAL SERVICE D'SCONNECT SWITCH HEAVr DUTY IN NEMA 49 ENCLOSURE /STAMLESS STEEL) W/ 40 AMPS FUSE (SEE NOTE BI METER CAN BY CONTRACTOR METER B' UTILITY Ist DISCONNECT J TERM/NATE DONWlT WITH INSULATED—/ GROUNDING BUSHING WITH SOLDERLESS U.G. SERVICE WIRE ENTRANCE AT BOTTOM THE GRD. IPIO TAIL) To DE CONNECTED To THE GROUND ROD 2.6 IN I -f/7 RIGID 5' GALVANIZED STEEL GoNpNr PULL DOx (27-I/z x LB' x 12') COVER MARKED 'rAAFFIC SIGNAL' M MIN. DPX CONNECTION r0 BED OF CRUSHED F.P.L. STOME FOR DRAINAGE K DRD. N OF PVC NNQRr 5/5 ' DIA. X 170 GAD AM I 2.6 IN 0' CONDUIT PLC SCHEDULE 40 NOTE SEE NOTE 5 9 9 1rIP.) U. CO1'TRACTOR SHALL COORDINATE WITH F.P.L. ENGINEERS FOR THE INSTALLATION OF THE F.P.C. RISER. WHICH INCLUDES A CONNECTION FEE DT WNS.00. (THUS FEE SHALL D£ INCLUDED IN &D ITEM 639-1-221 (TSr DISCONNECT). A NEW TRANSFORMER, IF NEEDED. HAS A SEPARATE FEE. THIS TO BE INCLUDED IN BD ITEM 639-1-22. 2. ALL GROUND ROD SHALL BE INTERCONNECTED (USING •6 GRX/MD WIRE). J. PROVIDE SUPPLEMENTARY GROUND ELECTRODE SPACE AT A MRIMUM 6Fr APART. 4. THE PRICE FOR THE CONCRETE POLE AND THE INSTALLATION SHALL BE INCLUDED IN &D ITEM 641-2-2. S. ALL CONNCTOR SHALL BE TYPE xMHW. foTHER TYPE OF CD'/DKToo 5 mor ALLOWED. EXCEPT GROUND WIRE WHICH SHALL BE TYPE TMRM.1 '6. MRRIUM WIRE SIZE SHALL BE •6. 1.CONTRACTOR SMALL SUBMIT STRUCTURAL CALCULATIONS OF THE POLE. SIGNED AND SEALED BY A PROFESSIONAL EAGWEER, B. MAIN SERVICE DISCONNECT MMU DISCONNECT) SHALL BE RATED FOA SERVICE ENTRANCE. LABEL MUST BE FACTORY INSTALL. 9. THE SECOND DOSCONNECr USE PAT ITEM 639-I-127. Ist DISCONNECT ELEcrw& SERVICE MORE ENTRANCE UNE SIDE\ LIY(TNIAG PROTECTOR POLE PRESTRESS TYPE P -N LS' LDN'G. ISLE NOTE TU ELECTRICAL SERVICE MORE ENIRAML'E UNE 51Q• !/OFI7MfNG PADTECTOR TERMINATE CONDI/II WITH INSULATED GROUNDING BUSHING WITH SOLDERLESS LUG •6ARG INSULATED COPPER GROUND WIRE IN 114- RIGID GALVANIZED STEEL NIRXITT. I -(/r L/WIOTIGHr FLEXIENE METAL CORM -AT TO' OF POLE GROUNDING PIG TAIL TAIL MUST LRE DETACHED. — CONDUIT CLAMP (rYP.+ BAANCN CIRCUIT AN /-/ O GALVANIZED STEEL IT 2.6 (REFER TO NOTE •IO) _EXIST. WE WIRE •6 INHERENT TO THE POLE SIDEWALK SIDE _ PULL BOX 12T-I/z X M' X 12'1 COVER MARRED 'TRAFFIC 5"AL' OTE FAD ITYP.L (� 2ND DISCONNECT CONTROLLER CA&NET- 2.6 6 1•6 /N 1-1/2, ROAD GALVAN)ZED STEEL CONDUIT 7 SIDEWALK SIDEGG•rEcI «Ircvn WORE To TIE Gow"D o'5 I ' POC CNL II Ir"A`S" PMVI £L FRONT VIEW TELCO ODOR 11 �T<NPO ;&. X .01-Vt E`6 L M GRD NI I /'YC QY1QNl t6 N P6 GRD M ! PVC LONXNr E SLAB TRANSIrAN FIrrm FROM mm STEEL M PVL AFTER SP RIGID STEEL CLEW. PULL BOX IZI-I/z X /z X Izl COVER MARRED 'iAAFFOC SIGNAL' SERVICE POINT DETAIL N.T.S O. YRIMUY LIE SHALL BE •6 WIRE. THE VOLTAGE PROP SHALL BE NO MORE TRAM 5X. II. PUUMXES MUST BE PROVIDED 50 CONDUIT RUNS 00 NOT EXCEED 230 FEET R LENGTH. 2. ALL ELECTRICAL WOR[ AND MATERIAL TO COMPLETE SERVICE ASSEMBLY TO BE INCLUDED AN BO IrEY 619-1-P2. NST OF ELECTRICAL ASSEMBLY FOR SECOND DISCONNECT M L! INCLLMEO IN PM ITEM 619-I-23. 13. SERVICE DISCONNECT TO IRE ORIENTED ON CONCRETE POLE 50 ITS FACING THE SIDEWALK. METER TO BE ORIENTED LN SIDE OF CONCRETE POLE 50 WHEN READING IT YOU ARE FACING 0N-CDLIIND TRAFFIC. N. METER CAN MUST BE A11I40000M. FPL CATIE 3/3A. METER WITH ISOLATED MEUTRAL. FACTORY IMSLATTED. LAN'D'S 6 QR./TALON 4905-OZV ON APPROVED EQUAL. M+AMI-DACE CORN REQAMmENr. 5.SERVIOE D'SCONNECT AND POLE To IRE NISrALEO AS PER PLN). IS. PROVIDE 2 FEET OF CQLED iEIMIINATION OF CONDUCTOR IN THE RILLBDx MARRED 'ELECTRO. D. ALL D)SrANCES BETWEEN DISCONNECTS TO BE DETERMINED IN THE PUNS. ARQUITFCTQAtAGI a"ii'Rr"�an Facm[[N— �iCll�lii�Of11 •n.rn R -m -n Ll oN ELECTRICAL POWER SERVICE DETAIL TS.16