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Res 11-15RESOLUTION NO. 11-15 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DELRAY BEACH, FLORIDA, APPROVING THE MAINTENANCE MEMORANDUM OF AGREEMENT FOR THE MAINTENANCE OF COLOR COATED TROMBONE MAST ARM TRAFFIC SIGNAL ASSEMBLIES ALONG ATLANTIC AVENUE AT THE INTERSECTIONS OF VENETIAN DRIVE AND GLEASON STREET AND AUTHORIZING THE EXECUTION OF THE AGREEMENT. WHEREAS, THE City of Delray Beach., Florida desires to approve the Maintenance Memorandum of Agreement for the maintenance of color coated trombone tnast arm traffic signal assemblies along Atlantic avenue at the intersections of Venetian Drive and Gleason Street and authorizing the execution of the agreement.; and WHEREAS, the City Coininission authorizes the execution of the Agreement. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DELRAY BEACH, FLORIDA, AS FOLLOWS: Section 1. That the recitals set forth above are incorporated as if fully set forth herein. Section 2. The _City Commission of the City of Delray Beach authorizes the entry into the Maintenance Memorandum of Agreement between the City and the Florida. Department of Transportation and authorizes the execution thereof. PASSED AND ADOPTED in regular session on this the 24th day of February, 2015. CARV IC STEIN, MA ATTEST: City Cletk RESOLUTION NO. 11-15 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DELRAY BEACH, FLORIDA, APPROVING THE MAINTENANCE MEMORANDUM OF AGREEMENT FOR THE MAINTENANCE OF COLOR COATED TROMBONE MAST ARM TRAFFIC SIGNAL ASSEMBLIES ALONG ATLANTIC AVENUE AT THE INTERSECTIONS OF VENETIAN DRIVE AND GLEASON STREET AND AUTHORIZING THE EXECUTION OF THE AGREEMENT. WHEREAS, THE City of Delray Beach, Florida desires to approve the Maintenance Memorandum of Agreement for the maintenance of color coated trombone mast arm traffic signal assemblies along Atlantic avenue at the intersections of Venetian Drive and Gleason Street and authorizing the execution of the agreement.; and WHEREAS, the City Commission authorizes the execution of the Agreement. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DELRAY BEACH, FLORIDA, AS FOLLOWS: Section 1. That the recitals set forth above are incorporated as if fully set forth herein. Section 2. The City Commission of the City of Delray Beach authorizes the entry into the Maintenance Memorandum of Agreement between the City and the Florida Department of Transportation and authorizes the execution thereof. PASSED AND ADOPTED in regular session on this the _ day of 32015. CARY D. GLICKSTEIN, MAYOR ATTEST: City Clerk SECTION NO.: 93030 FM No.(s): 435299-1-52-01 FM No.(s): 435299-1-52-02 COUNTY: Palm Beach S. R. No.: 806/Atlantic Avenue FLORIDA DEPARTMENT OF TRANSPORTATION - DISTRICT FOUR MAINTENANCE MEMORANDUM OF AGREEMENT This AGREEMENT, made and entered into this day of 2014, by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, a component agency of the State of Florida, hereinafter called the DEPARTMENT, and City of Delray Beach, a municipal corporation existing under the Laws of Florida, hereinafter called the AGENCY. WITNESSETH: WHEREAS, the DEPARTMENT has jurisdiction over State Road 806/Atlantic Ave; and WHEREAS, the DEPARTMENT seeks to install and have maintained by the AGENCY certain highway improvements; and WHEREAS, as part of the continual updating of the State of Florida Highway System, the DEPARTMENT, for the purpose of safety, protection of the investment and other reasons, has constructed and does maintain State Road 806/Atlantic Ave (within the limits of the AGENCY); and WHEREAS, it is the intent of the AGENCY and the DEPARTMENT that the AGENCY shall maintain the color coated painted trombone mast arm assemblies (includes upright pole and arm) within the project limits under Project Number(s) 435299-1-52-01 and 435299-1-52- 02 along State Road 806/Atlantic Ave between Mile Post (M.P.) 8.957 to M.P. 9.040; and WHEREAS, the Project involves the scope of work as described within Exhibit A (Project Location and Description) and Exhibit B (Signalization Plans), which will benefit the AGENCY; and WHEREAS, the AGENCY has agreed to enter into a Local Funded Agreement (LFA) to fund the costs differential to install a trombone mast arm assembly and paint, to be executed concurrently with this AGREEMENT as indicated in Exhibit A (Project Location and Description) and Exhibit B (Signalization Plans); and WHEREAS, the AGENCY has no objection to this project, as indicated in Exhibit C (City of Delray Beach Commitment Letter); and WHEREAS, Palm Beach County (the maintaining signal agency), has no objection to this project as indicated in Exhibit D (Palm Beach County Acknowledgement Letter); and WHEREAS, the parties hereto mutually recognize the need for entering into an AGREEMENT designation and setting forth the responsibilities of each party; and WHEREAS, the AGENCY by Resolution No. dated , 20 attached hereto and by this reference made a part hereof, desires to enter into this Page 1 of 31 AGREEMENT and authorizes its officers to do so; NOW THEREFORE, for and in consideration of the mutual benefits to flow each to the other, the parties covenant and agree as follows: 1. The recitals set forth above are true and correct and are deemed incorporated herein. 2. INSTALLATION OF FACILITIES The DEPARTMENT has issued Project Number(s) 435299-1-52-01 and 435299-1-52-02 to install color coated painted trombone mast arm assemblies (includes upright pole and arm) along State Road 806/Atlantic Ave between M.P 8.957 to M.P. 9.040 as detailed in Exhibit A (Project Location and Description) and Exhibit B (Signalization Plans), that will benefit the AGENCY. 3. MAINTENANCE OF FACILITIES A. The AGENCY agrees to maintain the improvements as provided herein. Maintenance by the AGENCY will include repair, restoration, and general maintenance of the color coated painted trombone mast arm assemblies (includes upright pole and arm) within the project limits. Non-standard items are defined as items requested by the AGENCY that are not defined in the DEPARTMENT'S Design Standards. This includes all color coated painted trombone mast arm assemblies (includes upright pole and arm) installed along State Road 806/Atlantic Ave within the project limits as referenced in Exhibit A (Project Location and Description). 1) The AGENCY shall be solely responsible for the maintenance and preservation of all color coated painted trombone mast arm assemblies (includes upright pole and arm) within the project limits. The AGENCY shall inspect the painted color coatings on a yearly basis. All Maintenance or restoration activities shall be performed in accordance with a Maintenance Plan, as approved by the DEPARTMENT, as per the requirements in Exhibit E (Maintenance Plan Requirements). 2) The above named functions to be performed by the AGENCY may be subject to periodic inspections by the DEPARTMENT at the discretion of the DEPARTMENT. Such inspection findings will be shared with the AGENCY and shall be the basis of all decisions regarding, reworking or AGREEMENT termination. The AGENCY shall not change or deviate from the AGENCY's approved Maintenance Plan as referenced in Exhibit E (Maintenance Plan Requirements) without written approval from the DEPARTMENT. 3) The AGENCY shall be solely responsible for any damages to surrounding property, real estate, vehicles, pedestrians, attachments to the light poles, or other assets occurring as a result of maintaining the painted color coating operations and shall repair such damage to the satisfaction of the DEPARTMENT at no expense to the DEPARTMENT. B. It is understood and agreed by the parties that upon "final acceptance" (as that term is described in the Standard Specifications for Roadway and Bridge Construction, as amended by contract documents section 5-11) by the DEPARTMENT of the Project and Notice thereof to the AGENCY, the AGENCY shall be responsible for maintenance of the Project in accordance with the following Federally and State accepted standards (current editions at the time of execution of this AGREEMENT Page 2 of 31 and any amendments hereafter) and all costs related thereto: (a) FDOT Plans Preparation Manual (PPM), (b) Florida Green Book, (c) Standard Specifications for Roadway and Bridge Construction, as amended, (d) FDOT Design Standards and (e) Manual on Uniform Traffic Control Devices (MUTCD). 1) The AGENCY shall be responsible for only the improvements as referenced in Exhibit A (Project Location and Description) immediately after final acceptance of the construction project by the DEPARTMENT. The improvements under this Project are subject to a Warranty Period per DEPARTMENT Specifications Section 649 or as modified. Said Warranty will be transferred and assigned to the AGENCY upon final acceptance of the Project. C. The above named functions to be performed by the AGENCY may be subject to periodic inspections by the DEPARTMENT at the discretion of the DEPARTMENT. Such inspection findings will be shared with the AGENCY and shall be the basis of all decisions regarding, repayment, reworking or AGREEMENT termination. D. Any work impacting traffic flow on State Road 806/Atlantic Ave must be coordinated with the DEPARTMENT. Lane closures must be submitted for approval in accordance with DEPARTMENT procedures and policies and will meet the goals established in the DEPARTMENT's Open Roads Policy. The DEPARTMENT will not unreasonably withhold consent for work performed by the AGENCY. 4. NOTICE OF MAINTENANCE DEFICIENCIES A. If, at any time while the terms of this AGREEMENT are in effect, it shall come to the attention of the DEPARTMENT that the AGENCY's responsibility as established herein or a part thereof is not being properly accomplished pursuant to the terms of this AGREEMENT, the DEPARTMENT may issue a written notice, that a deficiency or deficiencies exist(s), by sending a certified letter to the AGENCY, in care of the CITY OF DELRAY BEACH ENGINEER, to place the AGENCY on notice regarding its maintenance deficiencies. Thereafter, the AGENCY shall have a period of sixty (60) days within which to correct the citied deficiency or deficiencies. If said deficiencies are not corrected within the time period, the DEPARTMENT may, at its option, proceed under one or more or a combination of the following items: 1) The DEPARTMENT may repair any item or a number of items. Corrective actions will be performed with the DEPARTMENT and/or its independent contractor's materials, equipment and personnel. The actual cost for such work will be charged to the AGENCY. 2) If the AGENCY does not maintain the color coated painted trombone mast arm assemblies (includes upright pole and arm), the DEPARTMENT may remove all the color coated painted trombone mast arm assemblies (includes upright pole and arm) and repair any damaged galvanizing with DEPARTMENT and/or its independent contractor's materials, equipment and personnel. The actual cost for such work will be charged to the AGENCY. 3) The DEPARTMENT may remove or replace any item or number of items with the standard DEPARTMENT item. Corrective actions will be performed with the DEPARTMENT and/or its independent contractor's materials, equipment and personnel. The actual cost for such work will be charged to the AGENCY. 4) At the discretion of the DEPARTMENT, terminate the AGREEMENT in accordance with Paragraph 7 of this AGREEMENT and remove, by the DEPARTMENT or its Contractor's personnel, all of the improvements installed Page 3 of 31 under this AGREEMENT and charge the AGENCY the reasonable cost of such removal. 5. FUTURE DEPARTMENT IMPROVEMENTS It is understood between the parties hereto that the improvements covered by this AGREEMENT may be removed, relocated or adjusted at any time in the future as determined to be necessary by the DEPARTMENT in order that the adjacent state road be widened, altered or otherwise changed to meet with future criteria or planning of the DEPARTMENT. 6. FUTURE AGENCY IMPROVEMENTS The AGENCY may construct additional improvements within the limits of the rights of ways identified as a result of this document, subject to the following conditions: A. Plans for any new improvements shall be subject to approval by the DEPARTMENT. The AGENCY shall not change or deviate from said plans without written approval by the DEPARTMENT. B. The AGENCY shall procure a permit and/ or Construction Agreement from the DEPARTMENT, as appropriate. C. All improvements shall be developed and implemented in accordance with appropriate state safety and roadway design standards. D. The AGENCY agrees to comply with the requirements of this AGREEMENT with regard to any additional improvements installed at no cost to the DEPARTMENT. E. If the DEPARTMENT performs work on the color coated painted trombone mast arm assemblies (includes upright pole and arm) installed as part of this project and causes damage to the painted color coatings, said painted color coatings on the affected color coated painted trombone mast arm assemblies (includes upright pole and arm) will be restored by the DEPARTMENT. 7. AGREEMENT TERMINATION This AGREEMENT may be terminated under any one (1) of the following conditions: A. By the DEPARTMENT, if the AGENCY fails to perform its duties under this AGREEMENT, following ten (10) days written notice. The AGENCY shall reimburse the DEPARTMENT for any expenditures for the installation of said improvements and the cost to remove and or replace said improvement with the standard improvement or remove in its entirety. B. By the DEPARTMENT, for refusal by the AGENCY to allow public access to all documents, papers, letters, or other material subject to the provisions of Chapter 119, Florida Statutes, and made or received by the AGENCY in conjunction with this AGREEMENT. C. Only if mutually agreed to by both parties with a six (6) month written notice. 8. AGREEMENT TERM The term of this AGREEMENT commences upon execution by all parties. The term of this AGREEMENT shall remain in effect for Fifty (50) years. 9. LIABILITY AND INSURANCE REQUIREMENTS A. With respect to any of the AGENCY'S agents, consultants, sub -consultants, contractors, and/or sub -contractors, such party in any contract for the improvements shall agree to indemnify, defend, save and hold harmless the DEPARTMENT from all claims, demands, liabilities, and suits of any nature arising out of, because of or due to any intentional and/or negligent act or occurrence, omission or commission of Page 4 of 31 such agents, consultants, sub consultants, contractors and/or subcontractors. The AGENCY shall provide to the DEPARTMENT written evidence of the foregoing upon the request of the DEPARTMENT. It is specifically understood and agreed that this indemnification clause does not cover or indemnify the DEPARTMENT for its own negligence. B. In the event that AGENCY contracts with a third party to provide the services set forth herein, any contract with such third party shall include the following provisions: 1) AGENCY'S contractor shall at all times during the term of this AGREEMENT keep and maintain in full force and effect, at contractor's sole cost and expense, Comprehensive General Liability with minimum limits of $1,000,000.00 per occurrence combined single limit for Bodily Injury Liability and Property Damage Liability and Worker's Compensation insurance with minimum limits of $500,000.00 per Liability. Coverage must be afforded on a form no more restrictive that the latest edition of the Comprehensive General Liability and Worker's Compensation policy without restrictive endorsements, as filed by the Insurance Services Office and shall name the DEPARTMENT as an additional insured. 2) AGENCY'S contractor shall furnish AGENCY with Certificates of Insurance of Endorsements evidencing the insurance coverages specified herein prior to the beginning performance of work under this AGREEMENT. 3) Coverage is not to cease and is to remain in full force and effect (subject to cancellation notice) until all performance required of AGENCY'S contractor is completed. All policies must be endorsed to provide the DEPARTMENT with at least thirty (30) days notice of cancellation and or/or restriction. If any of the insurance coverages will expire prior to the completion of work, copies of renewal policies shall be furnished at least (30) days prior to the date of expiration. 10. E -VERIFY REQUIREMENTS The AGENCY shall A. Utilize the U.S. Department of Homeland Security's E -Verify system to verify the employment eligibility of all new employees hired by the AGENCY for the work performed under this AGREEMENT; and B. Expressly require any contractors performing work or providing services pursuant to the state contract to likewise utilize the U.S. Department of Homeland Security's E - Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the contract term. 11. This writing embodies the entire AGREEMENT and understanding between the parties hereto and there are no other Agreements and understanding, oral or written, with reference to the subject matter (painting of mast arms) hereof that are not merged herein and superseded hereby except the Landscape Memorandum of Agreement(s) signed between the parties, as amended, as to all other improvements not specifically mentioned in this AGREEMENT. 12. The DEPARTMENT, during any fiscal year, shall not expend money, incur any liability, or enter into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for expenditure during such fiscal year. Any contract, verbal or written, made in violation of this subsection is null and void, and no money may be paid on such contract. The DEPARTMENT shall require a statement from the Comptroller of the DEPARTMENT that funds are available prior to entering Page 5 of 31 into any such contract or other binding commitment of funds. Nothing herein contained shall prevent the making of contracts for periods exceeding one (1) year, but any contract so made shall be executory only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years; and this paragraph shall be incorporated verbatim in all contracts of the DEPARTMENT which are for an amount in excess of TWENTY FIVE THOUSAND DOLLARS ($25,000.00) and which have a term for a period of more than one year. 13. DISPUTES The DEPARTMENT'S District Secretary shall decide all questions, difficulties and disputes of any nature whatsoever that may arise under or by reason of this AGREEMENT, the prosecution or fulfillment of the service hereunder and the character, quality, amount and value thereof; and his decision upon all claims, questions and disputes shall be final and conclusive upon the parties hereto. 14. ASSIGNMENT This AGREEMENT may not be assigned or transferred by the AGENCY in whole or part without the consent of the DEPARTMENT. 15. LAWS GOVERNING This AGREEMENT shall be governed by and construed in accordance with the laws of the State of Florida. In the event of a conflict between any portion of the contract and Florida law, the laws of Florida shall prevail. The AGENCY agrees to waive forum and venue and the DEPARTMENT shall determine the forum and venue in which any dispute under this AGREEMENT is decided. 16. NOTICES Any and all notices given or required under this AGREEMENT shall be in writing and either personally delivered with receipt acknowledgement or sent by certified mail, return receipt requested. All notices shall be sent to the following addresses. If to the DEPARTMENT: State of Florida Department of Transportation 3400 West Commercial Blvd Ft. Lauderdale, FL 33309-3421 District Maintenance Engineer 17. LIST OF EXHIBITS Exhibit A: Project Location and Description Exhibit B: Signalization Plans Exhibit C: City of Delray Beach Commitment Letter Exhibit D: Palm Beach County Acknowledgement Letter Exhibit E: Maintenance Plan Requirements Page 6 of 31 If to the AGENCY: City of Delray Beach 434 South Swinton Avenue Delray Beach, FL 33444 Attention: City Engineer IN WITNESS OF THE FOREGOING, the parties hereto have executed this AGREEMENT effective the day and year first above written. AGENCY 0 Attest: Chairperson / Mayor Clerk (SEAL) Approval as to Form Date Attorney Page 7 of 31 IN WITNESS OF THE FOREGOING, the parties hereto have executed this AGREEMENT effective the day and year first above written. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION Attest: Transportation Operations Director Executive Secretary (SEAL) Approval as to Form Date Office of the General Counsel Page 8 of 31 SECTION NO.: 93030 FM No.(s): 435299-1-52-01 FM No.(s): 435299-1-52-02 COUNTY: Palm Beach S. R. No.: 806/Atlantic Avenue EXHIBIT A PROJECT LOCATION AND DESCRIPTION A. PROJECT LOCATION • State Road 806/Atlantic Avenue, from Mile Post (M.P.) 8.957 TO M.P. 9.040 The DEPARTMENT is installing color coated painted trombone mast arm assemblies (includes upright pole and arm) as part of a Signalization Improvement Project at the intersections of State Road 806/Atlantic Avenue @ Venetian Drive and State Road 806/Atlantic Avenue @ Gleason Street, City of Delray Beach, Florida. The scope of work under this Project is to provide color coated painted trombone mast arm assemblies (includes upright pole and arm) at the locations listed below. The AGENCY will maintain the color coated painted trombone mast arm assemblies (includes upright pole and arm) installed under this Project for the duration of this AGREEMENT. B. DESCRIPTION INSTALLATION OF COLOR COATED PAINTED TROMBONE MAST ARM ASSEMBLIES (INCLUDES UPRIGHT POLE AND ARM) LOCATIONS: • Pole 1: Proposed Pole Location at STA 383+43.03, M.P. 8.957, at NW corner, at West Bound approach, at Intersection of State Road 806/Atlantic Ave and Venetian Drive, City of Delray Beach, Florida • Pole 2: Proposed Pole Location at STA 383+78.23, M.P. 8.964, at NE corner, at North Bound approach, at Intersection of State Road 806/Atlantic Ave and Venetian Drive, City of Delray Beach, Florida • Pole 3: Proposed Pole Location at STA 384+35.00, M.P. 8.974, at SE corner, at East Bound approach, at Intersection of State Road 806/Atlantic Ave and Venetian Drive, City of Delray Beach, Florida • Pole 4: Proposed Pole Location at STA 387+39.64, M.P. 9.032, at NW corner, at West Bound approach, at Intersection of State Road 806/Atlantic Ave and Gleason Street, City of Delray Beach, Florida • Pole 5: Proposed Pole Location at STA 387+72.53, M.P. 9.038, at NE corner, at North Bound approach, at Intersection of State Road 806/Atlantic Ave and Gleason Street, City of Delray Beach, Florida • Pole 6: Proposed Pole Location at STA 387+83.29, M.P. 9.040, at SE corner, at East Bound approach, at Intersection of State Road 806/Atlantic Ave and Gleason Street, City of Delray Beach, Florida Page 9 of 31 SECTION NO.: FM No.(s): FM No.(s): COUNTY: S.R. No.. EXHIBIT B 93030 435299-1-52-01 435299-1-52-02 Palm Beach 806/Atlantic Avenue Signalization plans prepared by DRMP, Inc. dated July 28, 2014 as approved by the DEPARTMENT. SIGNALIZATION PLANS (attached) Sheets Included: PDF Page Plan Number (#) Sheet (#) 16 1 17 2 18 3 19-20 4-5 21 6 22 7 23-24 8-9 25 10 26-27 11 —12 28-29 CTL -1 — CTL -2 30-31 GR -1 — GR -2 Sheet Description KEY SHEET AND TABULATION OF QUANTITIES GENERALNOTES TEMPORARY TRAFFIC CONTROL NOTES SIGNALIZATION PLAN GUIDE SIGN WORKSHEET MAST ARM TABULATION SHEET UTILITY LOCATION SHEETS MAST ARM ELEVATION MAST ARM DETAILS PROJECT SURVEY CONTROL REPORT OF CORE BORINGS [The remainder of this page intentionally left blank.] Page 10 of 31 SECTION NO.: FM No.(s): FM No.(s): COUNTY: S.R. No.: EXHIBIT C 93030 435299-1-52-01 435299-1-52-02 Palm Beach 806/Atlantic Avenue CITY OF DELRAY BEACH COMMITMENT LETTER (attached) [The remainder of this page intentionally left blank.] Page 11 of 31 DELRAY BEACH All -America City 1993 2001 25 June 2014 Jose R. Guerrero, P.E. District 4 Traffic Operations Florida Department of Transportation 3400 W Commercial Blvd. Ft Lauderdale, FL 33309 Re: E Atlantic Ave @ Venetian Dr and E Atlantic Ave @ Gleason St Cost Differential to Install Painted Trombone Mast Arm Assemblies City Project Numbers: 14-077 & 14-078 Dear Jose: The City of Delray Beach would like to enter into a Local Funds Agreement to have painted trombone mast arm signal assemblies install at the above two referenced intersections. As part of this project, the new assemblies will be painted a brown color, which is to match the color of the other trombone mast arms on Atlantic Ave. The City commits to funding the $120,000 estimated cost, which is the amount of the differential to install painted trombone mast arms and to maintain the painted surface for the life of the signals. Please forward the Local Funds Agreement to my attention so that we can submit the agreement to City Commission for their review and approval. Sincerely, PAW Randal L. Krejcarek, P.E., LEED AP Environmental Services Director/City Engineer Cc Terry Stewart, Interim City Manager Diane Colona, CRA Executive Director file S: IEngAdminlProjectsl2014ll4-078 - E AH -Venetian SignallLETTERSItrombone mast arm committment letter.doc SECTION NO.: FM No.(s): FM No.(s): COUNTY: S.R. No.: EXHIBIT D 93030 435299-1-52-01 435299-1-52-02 Palm Beach 806/Atlantic Avenue PALM BEACH COUNTY ACKNOWLEDGEMENT LETTER (attached) [The remainder of this page intentionally left blank.] Page 13 of 31 Deplartment aril Hnf ineerinA anc Publlic Woiks P.O. EllaN 21229 West Palmi Peach, FL 33416-1229 (561) 684-4000 RAX: (561) 684-4050 wwwr bcgov.com ■ Palmi Bestchl (laiunity Board all (laanrtyl Commissianers Flriscilla A. Ryloi4 Mayor Hauleta Elundiak, Vice Mayo°:i Hal F. Valeclie 9 helk y Jana Stever L. Abu Tris Marty Lou Peu11a u JFi <is R. Sam amama Clounty Admiinistrator Hobert Weinman n Equ0 Clpp(it-u0ty Af IrmailMi Aaimi Empl )ji printed on ,iecyated Flapen September 4, 1(114 Mr. Mark Plass, P.E. Eistriclt Traffic) Ofjureiticons Engineer Fllordal Delpartrrent oflTranspornation, Districlt Faur 314 q0 W usil C cllmm eraial Houleivalld Fon 11aucardalu, Fllori cal -131309 RE: SRI -806 (Atlaorlliliic Avcnuu] C Venetiaini Drive and Glcasan Street, ( i ty of D(ilraly Elea( h ABI( biter,ecilion Nus. VSI 5321119 & TS 53280 Lleiar Mart: Palm Bealclt Cau rty has rlo clt jecii 10 the City) of Dellray Bleach painting ari maintainirigl lite plairt finisp on llhe traffic) sigral mast arms and relalted strulatulres at the inlersecltilons Cf Atllanlia Avenue & Vanclian Drive and Alllaintic ANlenuel & Gleason 9tieat. Wel allso do riot citjelat to tfu Ciq of Dulraly Elelach and the Deplartmert enilarirlg inlo a mairltenamcle agrleelmerlt to pelrfortrl alnd,lar mainwki tllei mash arm plarinting in aoaaclydarael with ttel District's mast am plairllirgl proceldurcis and any cllhem applicable painil-ovar galvanizlcid steleil strulclurcl s lar c ards and sptic ifioaltilons. County staff wound, f aweveir, ap plreeiatc at loast selveirl 0)i,' calelydar cay's nolificaticin cif arty sahc uilcld plairt finish majriturlarae walik to avoid ary acrflicils wlitt signal elgluiplmelr.lt mairlturancei to bei performed t y cit m aglenay. If ycitl halve) any qutisilions, plluwe (5(1; 6F14-40-10. Sly, Dan Wuisbergl, P.E. Direator - Traffic Divisiar feel freta to c arltalat mei alt cc: Kine Craf am, P.E., Assiivant Ditiecioa, 7hiaf'fia Division Fattawh N. Jaiar, EA., Ph1✓., 9igrlal Desiglni Einglireen, Traffic Division J Michael L. How Hugleriritencant Iraffic OFerailians DWAF vc Aile: teersaati<n Al 53275 & 53280 11:1 TRAFFIC\9igr1alsJ tio.jecls`53280_E Allaniia ANe & Gleasan 9l\FUC 1\TS113275 & 5' 280 Masi Arm Mair iter araa Uti.dacx SECTION NO.: FM No.(s): FM No.(s): COUNTY: S.R. No.. EXHIBIT E MAINTENANCE PLAN REQUIREMENTS 93030 435299-1-52-01 435299-1-52-02 Palm Beach 806/Atlantic Avenue The AGENCY shall submit to the DEPARTMENT a maintenance plan detailing the means and methods for accomplishing repairs to the color coated painted trombone mast arm assemblies (includes upright pole and arm) in accordance with all DEPARTMENT Standards, Procedures and Specifications. This plan must be submitted and approved by the DEPARTMENT prior to commencing any maintenance or repair activities. The plan should at minimum detail how the AGENCY will address the following: 1. Providing for continuous traffic control and necessary traffic control devices as required for the safe movement of traffic of vehicular and pedestrian traffic past the location of the structure being repaired for the duration of the repair in accordance with DEPARTMENT Standards, Procedures and Specifications. 2. Protection of adjacent surrounding property, real estate, vehicles, pedestrians, attachments to the light poles, or other assets during the preparation and recoating of surfaces. 3. Containment of debris or materials used in or resulting from the repair. After the maintenance plan is approved, the AGENCY shall submit a work plan to the DEPARTMENT for approval prior to each repair to be performed detailing: 1. The proposed date of the repair 2. The location of the repair 3. The nature of the repair 4. The materials to be used for the repair 5. The methods to be used for the repair Page 15 of 31 WIW v v TO JUPITER I I o -o - i TO BOCA RATON T -45—S 0 T -46—S Ml/es PROJECT LOCATION VENETIAN DRIVE M.P. 8.964 PROJECT LOCATION GLEASON STREET M.P. 9.039 SIR 806 (ATLANTIC VENUE) (93030) AT VENETIAN DIELIIVIE AND G LsIEASON STI L EIET SIGNALIZATION PLANS INDEX OF SHEETS SHEET NO. / 2 3 4-5 6 7 8-9 /0 //—/2 CTL—I— CTL -2 GR -1— GR -2 PLANS PREPARED BY: SHEET DESCRIPTION KEY SHEET AND TABULATION OF QUANTITIES GENERAL NOTES TEMPORARY TRAFFIC CONTROL NOTES SIGNALIZATION PLAN GUIDE SIGN WORKSHEET MAST ARM TABULATION SHEET UTILITY LOCATION SHEETS MAST ARM ELEVATION MAST ARM DETAILS PROJECT SURVEY CONTROL REPORT OF CORE BORINGS 2 TA lL.l, ULA TIO OF Q UA NTII TI1ES PAY ITEM NO. DESCRIPTION UNIT 435299-1-52-01 435299-1-52-02 PLAN FINAL PLAN FINAL 102-14 102-60 TRAFFIC CONTROL OFFICER WORK ZONE SIGNS MH ED 32 600 102-74—I BARRICADE (TEMPORARY) ( TYPES I, I1, Dl, VP AND DRUM) ED 1590 /02-76 ADVANCE WARNING ARROW PANEL ED 60 '3 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 120 526—/-2 IallI�GULF SY /57 630-2—II CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 352 630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 255 632-7—/ SIGNAL CABLE—NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 2 635-2-11 PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE EA 16 639—/-123 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER NOT REQUIRED AS 2 639-2—/ ELECTRIC SERVICE WIRE LF 44 641-2-12 PRESTRESSED CONCRETE POLE, F&19 TYPE P-11 SERVICE POLE EA 2 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 8 649-31-101 STEEL MAST ARM, F&19 WIND SPEED -1509 SINGLE ARM, W/0 LUMINAIRE-36 EA 6 649-31-999 COST DIFFERENTIAL OF INSTALLING PAINTED TROMBONE MAST ARM EA 6 712812014 11:12:48 AM W:\ProJectsl2V2-0007.039_SR806_at_Veoetlon_gnd_Gleason-Trombone\SIgnalsVCEYS VERSUS GALVANIZED STANDARD ARM (649-31-10/) 650—/-311 TRAFFIC SIGNAL, F&l, 3 SECTION, /WAY, ALUMINUM EA 12 653-191 PEDESTRIAN SIGNAL, F&I, LED—COUNT DOWN, /DIRECTION AS 4 653-192 PEDESTRIAN SIGNAL, F&l, LED—COUNT DOWN, 2 DIRECTION AS 4 660-4-11 i TO BOCA RATON T -45—S 0 T -46—S Ml/es PROJECT LOCATION VENETIAN DRIVE M.P. 8.964 PROJECT LOCATION GLEASON STREET M.P. 9.039 SIR 806 (ATLANTIC VENUE) (93030) AT VENETIAN DIELIIVIE AND G LsIEASON STI L EIET SIGNALIZATION PLANS INDEX OF SHEETS SHEET NO. / 2 3 4-5 6 7 8-9 /0 //—/2 CTL—I— CTL -2 GR -1— GR -2 PLANS PREPARED BY: SHEET DESCRIPTION KEY SHEET AND TABULATION OF QUANTITIES GENERAL NOTES TEMPORARY TRAFFIC CONTROL NOTES SIGNALIZATION PLAN GUIDE SIGN WORKSHEET MAST ARM TABULATION SHEET UTILITY LOCATION SHEETS MAST ARM ELEVATION MAST ARM DETAILS PROJECT SURVEY CONTROL REPORT OF CORE BORINGS 2 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, 20/4 DESIGN STANDARDS AND REVISED INDEX DRAWINGS AS APPENDED HEREIN, AND 2014 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED BY CONTRACT DOCUMENTS. DRMP, INC. 21301 POWERLINE ROAD, SUITE 107 BOCA RATON, FL, 33433 PHONE: (560451-8124 FAX: (561) 451-8142 CERTIFICATE OF AUTHORIZATION NO. 2648 SIGNALIZATION PLANS CONTRACTNO. C-9728 ENGINEER OF RECORD: CHRISTINE DALICKAS, P.E. LICENSE NO. 62423 VENDOR NO. 591791174001 FDOT PROJECT MANAGER: JOSE GUERRERO, P.E. SUBMITTAL DATE: JULY 289 20/4 PRELIMINARY PLANS NOT FOR CONSTRUCTION R E V I S 10 N S TA lL.l, ULA TIO OF Q UA NTII TI1ES PAY ITEM NO. DESCRIPTION UNIT 435299-1-52-01 435299-1-52-02 PLAN FINAL PLAN FINAL 102-14 102-60 TRAFFIC CONTROL OFFICER WORK ZONE SIGNS MH ED 32 600 102-74—I BARRICADE (TEMPORARY) ( TYPES I, I1, Dl, VP AND DRUM) ED 1590 /02-76 ADVANCE WARNING ARROW PANEL ED 60 102-77 HIGH INTENSITY FLASHING LIGHTS, TEMP, TYPE B ED 120 526—/-2 PAVERS, ARCHITECTURAL, SIDEWALK SY /57 630-2—II CONDUIT, FURNISH & INSTALL, OPEN TRENCH LF 352 630-2-12 CONDUIT, FURNISH & INSTALL, DIRECTIONAL BORE LF 255 632-7—/ SIGNAL CABLE—NEW OR RECONSTRUCTED INTERSECTION, FURNISH & INSTALL PI 2 635-2-11 PULL & SPLICE BOX, F&I, 13" X 24" COVER SIZE EA 16 639—/-123 ELECTRICAL POWER SERVICE, F&I, UNDERGROUND, METER NOT REQUIRED AS 2 639-2—/ ELECTRIC SERVICE WIRE LF 44 641-2-12 PRESTRESSED CONCRETE POLE, F&19 TYPE P-11 SERVICE POLE EA 2 646-1-11 ALUMINUM SIGNALS POLE, PEDESTAL EA 8 649-31-101 STEEL MAST ARM, F&19 WIND SPEED -1509 SINGLE ARM, W/0 LUMINAIRE-36 EA 6 649-31-999 COST DIFFERENTIAL OF INSTALLING PAINTED TROMBONE MAST ARM EA 6 712812014 11:12:48 AM W:\ProJectsl2V2-0007.039_SR806_at_Veoetlon_gnd_Gleason-Trombone\SIgnalsVCEYS VERSUS GALVANIZED STANDARD ARM (649-31-10/) 650—/-311 TRAFFIC SIGNAL, F&l, 3 SECTION, /WAY, ALUMINUM EA 12 653-191 PEDESTRIAN SIGNAL, F&I, LED—COUNT DOWN, /DIRECTION AS 4 653-192 PEDESTRIAN SIGNAL, F&l, LED—COUNT DOWN, 2 DIRECTION AS 4 660-4-11 VEHICLE DETECTION SYSTEM—VIDEO, F&19 CABINET EQUIPMENT EA 2 660-4-12 VEHICLE DETECTION SYSTEM—VIDEO, F&19 ABOVE GROUND EQUIPMENT EA 6 665-1-1I PEDESTRIAN DETECTOR, FURNISH & INSTALL, STANDARD EA 12 670-5-410 TRAFFIC CONTROLLER ASSEMBLY, MODIFY, NEMA AS 2 690—/0 SIGNAL HEAD TRAFFIC ASSEMBLY REMOVAL EA 12 690-20 SIGNAL PEDESTRIAN ASSEMBLY REMOVAL EA 12 690-32—/ POLE REMOVAL, SHALLOW, DIRECT BURIAL EA 4 690-32-2 POLE REMOVAL, SHALLOW, BOLT ON ATTACHMENT EA B 690-70 DETECTOR PEDESTRIAN ASSEMBLY REMOVE EA 12 690-80 SPAN WIRE ASSEMBLY, REMOVE EA 2 690-90 CONDUIT & CABLING— WITHIN INTERSECTION, REMOVE Pl 2 690-100 SIGNAL EQUIPMENT, MISCELLANOUS REMOVE Pl 2 700-3-201 SIGN PANEL, FURNISH & INSTALL, OVERHEAD MOUNT, UP TO 12 SF EA l 700-5-22 INTERNALLY ILLUMINATED SIGN, FURNISH & INSTALL, 12-18 SF EA 6 NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. GOVERNING STANDARDS AND SPECIFICATIONS: FLORIDA DEPARTMENT OF TRANSPORTATION, 20/4 DESIGN STANDARDS AND REVISED INDEX DRAWINGS AS APPENDED HEREIN, AND 2014 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED BY CONTRACT DOCUMENTS. DRMP, INC. 21301 POWERLINE ROAD, SUITE 107 BOCA RATON, FL, 33433 PHONE: (560451-8124 FAX: (561) 451-8142 CERTIFICATE OF AUTHORIZATION NO. 2648 SIGNALIZATION PLANS CONTRACTNO. C-9728 ENGINEER OF RECORD: CHRISTINE DALICKAS, P.E. LICENSE NO. 62423 VENDOR NO. 591791174001 FDOT PROJECT MANAGER: JOSE GUERRERO, P.E. SUBMITTAL DATE: JULY 289 20/4 PRELIMINARY PLANS NOT FOR CONSTRUCTION R E V I S 10 N S DRMP, INC. STATE OF FLORIDA SHEET DATE BY DESCRIPTION DATE BY DESCRIPTION 21301 ]POWERLLN& ])Soso, STc. 107, BOCA RATON, FD 33433 DEPARTMENT OF TRANSPORTATION}� p KEY SHEET AND NO. 1Pnons: (561) 451-8124. IR,x: (5611) 45➢ -8142 ROAD NO. COUNTY FINANCIAL PROJECT ID C."ERTWRCAT'R Ou .l LTHORIZATTON No. 2648 CHRISTINE DALICKAS, P.E. 435299-1-52-01 TABULATION OFQUANTITIES 806 PALM BEACH NUMBER 62423 435299-1-52-02 cdollckas 712812014 11:12:48 AM W:\ProJectsl2V2-0007.039_SR806_at_Veoetlon_gnd_Gleason-Trombone\SIgnalsVCEYS GENERAL NOTES: I. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE ENGINEER SHOULD NOTIFY THE DISTRICT SURVEYOR AT 954-777-4560. 2. THE LOCATION(S)OF UTILITIES SHOWN HEREIN ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. UTILITIES SHALL REMAIN UNLESS OTHERWISE NOTED. J. THE CONTRACTOR SHALL NOTIFY SUNSHINE STATE ONE -CALL OF FLORIDA, INC, AT 1-800-432-4770, AT LEAST 2 BUSINESS DAYS PRIOR TO DIGGING FOR UNDERGROUND FACILITY LOCATIONS, AS SET FORTH IN THE UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT OF THE STATE OF FLORIDA. 4. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY TWO (2) FULL WORKING DAYS IN ADVANCE OF ANY EXCAVATION INVOLVING ITS UTILITIES SO THAT A COMPANY REPRESENTATIVE CAN BE PRESENT. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR DURING CONSTRUCTION. UTILITY OWNERS: COMPANY CONTACT AT&T DISTRIBUTION ROBERT LOWEN CITY OF DELRAY BEACH RANDAL KREJCAREK COMCAST BOCA DELRAY STEVE ROSA FLORIDA POWER AND LIGHT JOHN VAN VLEET FLORIDA PUBLIC UTILITIES CO BILLY RODRIGUEZ PALM BEACH COUNTY TRAFFIC OPERATIONS ROD FRIEDEL TELEPHONE NUMBERS 561-357-6615 561-243-7322 561-454-584/ 561-742-2003 561-838-1771 561-681-4371 5. ALL STANDARD SIGNAL PULL BOXES SHALL BE STAMPED "TRAFFIC SIGNAL" ON THE COVER. STANDARD SIGNAL PULL BOXES SHALL BE 17" X 30" X 24". 6. ALL SIGNALIZATION EQUIPMENT SHALL BE ON THE FDOT APL LIST FOR AT LEAST SIX MONTHS. CONTRACTOR SHALL SUBMIT A COMPLETE LISTING OF ALL TRAFFIC DEVICES OR HARDWARE WITH A FLORIDA CERTIFICATION NUMBER(S) USING FORM NO. 750-010-02 TO THE ENGINEER OF RECORD FOR REVIEW & APPROVAL PRIOR TO INSTALLATION. 7. THE CONTRACTOR SHALL PROVIDE FOUR COPIES OF MARKED -UP (AS -BUILT) CONSTRUCTION PLANS AT THE TIME OF SIGNAL CONDITIONAL ACCEPTANCE INSPECTION BY THE MAINTAINING AGENCY. 8. THE CONTRACTOR SHALL USE CAUTION WHEN WORKING IN OR AROUND AREAS OF OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES TO ENSURE THAT THEY ARE NOT DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING SIGNAL SYSTEM. 9. THE CONTRACTOR SHALL CONTACT THE CITY OF DELRAY BEACH AND PALM BEACH COUNTY SHERIFFS OFFICE AT LEAST FOURTEEN (14) DAYS IN ADVANCE OF BEGINNING CONSTRUCTION. CONTACT THE CITY OF DELRAY BEACH AT 56/-243-7322 AND PALM BEACH COUNTY SHERIFFS OFFICE AT 561-688-3000. l0. THE CONTRACTOR SHALL CONTACT THE FOOT PALM BEACH OPERATIONS SIGNALIZATION COORDINATOR FOR ALL SIGNALIZATION INSPECTIONS AT PALM BEACH OPERATION CENTER - (561)432-4996. ll. DIRECTIONAL BORES, UTILITY CONNECTIONS, THE PLACEMENT OF MOT AND ADVANCE SIGNAGE MAY, BY THEIR PLACEMENT, DAMAGE/DESTROY THE COMMUNICATIONS CABLE/CONDUIT LOCATED INSIDE AND OUTSIDE THE PROJECT AREA. ALL PARTIES SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN PROXIMITY TO THE COMMUNICATIONS CABLE/CONDUIT SO THEY DO NOT GET DAMAGED. 12. THE AGENCY RESPONSIBLE FOR MAINTENANCE OF THE TRAFFIC SIGNALS AND RELATED ITS COMMUNICATIONS EQUIPMENT IS PALM BEACH COUNTY TRAFFIC ENGINEERING DIVISION (PBCTED). ALL TRAFFIC SIGNAL AND RELATED ITS COMMUNICATION EQUIPMENT WHEN USING PAY ITEM SERIES: 632, 635, 650, AND 670 FOR THIS CONTRACT SHALL BE COMPATIBLE WITH PBCTED'S CENTRAL COMPUTER NETWORK SYSTEM. PRIOR TO ANY PURCHASING OF THE ABOVE PRODUCTS, ENSURE THEY HAVE BEEN APPROVED FOR SYSTEM COMPATIBILITY BY THE MAINTAINING AGENCY. PAY ITEM NOTES: I. 102-60,102-74-1, 102-769 102-77 - TCP ITEMS BASED ON ESTIMATED 30 DAYS TO COMPLETE. 2. 646-1-11 - ALL PEDESTALS SHALL BE PROVIDED WITH TRANSFORMER BASES. 3. 649-31-999 - A GIVEN POLE ASSEMBLY LOCATION SHALL BE FIELD VERIFIED AND IDENTIFIED AS FREE OF CONFLICTS ANDIOR OBJECTS BY THE CONTRACTOR PRIOR TO PROCUREMENT OF THE ASSOCIATED POLE ASSEMBLY. ASSEMBLIES SHALL BE TROMBONE MAST ARMS AND SUPPLIED WITH A FACTORY APPLIED BRONZE FINISH. 4. 650-I-311 - ALL TRAFFIC SIGNAL HEADS AND ASSOCIATED HOUSINGS SHALL BE ALUMINUM. ALL RED, YELLOW, AND GREEN INDICATIONS, INCLUDING ARROWS, SHALL BE L.E.D. ALL BACKPLATES SHALL BE PROVIDED WITH REFLECTIVE BORDERS. 5. 690-10, 690-209 690-32-1, 690-32-29 690-70, 690-80, 690-90 - THE CONTRACTOR SHALL DELIVER ALL REMOVED TRAFFIC SIGNAL EQUIPMENT, EXCEPT CONCRETE STRAIN POLES, TO THE PALM BEACH COUNTY TRAFFIC OPERATIONS LOCATED AT: 2555 VISTA PARKWAY, WEST PALM BEACH, FL. 334119 (561) 233-3900. THE CONTRACTOR SHALL CONTACT PBCTED (7) FULL WORKING DAYS PRIOR TO DELIVERY. REMOVED CONCRETE STRAIN POLES SHALL BE DISPOSED OF AT THE CONTRACTOR'S EXPENSE IN A MANNER AND LOCATION APPROVED BY THE ENGINEER PRIOR TO REMOVAL. EXISTING PAVERS EXISTING TYPE F \ CURB AND GUTTER ---------- - L ----------f — — -1 SAWCUT—/ 1" SAND BEDDING - 4" CONCRETE SLAB PROPOSED 2%" SIDEWALK PAVERS SUBGRADE COMPACTED - 98X PER AASHTO T-180 6" PROPOSED CONCRETE HEADER.CONTRACTOR TO VERIFY DEPTH PRIOR TO PLACEMENT PAVER DETAIL FOR REPLACING BRICK PAVERS DAMAGED DURING INSTALLATION OF PULL BOX AND TROMBONE MAST ARM FOUNDATION N.T.S. PRELIMINARY PLANS NOT FOR CONSTRUCTION R E V I S 10 N S IIDRMP, INC. STATE OF FLORIDA DATE DESCRIPTION DATE DESCRIPTION SHEE T 27509 1PonExUsE I$o.+q BTF. 107, I$oc.k ��ro�, FL 33453 DEPARTMENT OF TRANSPORTATION N0. PH cE Ifi6lt E OIl 2,1. 1i/A .,q N 426 8➢42 ROAD NO. COUNTY FINANCIAL PROJECT ID GENERAL NOTES Csx�rxjcxr� �t�r .�uraoar�a�u�ov �o. ��n48 CHRISTINE DALICKAS, P.E. SO6 PALM BEACH 435299-1-52-01 2 LICENSE NUMBER 62423 435299-1-52-02 TEMPORARY TRAFFIC CONTROL PLAN: I. ALL LANE CLOSURES MUST BE SUBMITTED TO THE ENGINEER IN WRITING 14 DAYS PRIOR TO THE ACTUAL CLOSURE; ALSO NOTIFICATION TO THE LOCAL POLICE, FIRE AND AMBULANCE SERVICES PERTAINING TO PROPOSED CLOSURES MUST BE MADE 14 DAYS PRIOR TO ACTUAL LANE CLOSURE. 2. THE CONTRACTOR SHALL NOT PERFORM ANY LANE CLOSURES BETWEEN THE HOURS OF 7 AM TO 9 AM AND 4 PM TO 6 PM DURING THE WEEK. NO NIGHT WORK IS PERMITTED. J. THE CONTRACTOR SHALL PROVIDE ON SITE MAINTENANCE OF TRAFFIC SUPERVISOR WITH CURRENT FLORIDA CERTIFICATION. SAID CERTIFICATION TO BECOME PART OF PROJECT FILE. 4. THE WORK ZONE SPEED LIMIT SHALL BE EQUAL TO THE EXISTING SPEED LIMITS (25 MPH) ALONG THE ROADWAY IN WHICH THE CONTRACTOR IS PERFORMING HIS WORK. PRELIMINARY PLANS NOT FOR CONSTRUCTION R E V I S/ O N S IIDRMP, INC. STATE OF FLORIDA SHEE T DATE DESCRIPTION DATE DESCRIPTION 21301 1Powuu-,E RoAo, STs. 105, BOCA R.\To,,, FL 55453 DEPARTMENT OF TRANSPORTATION��v �®��y ��.�w NO. ]PHONY,: (561) 451-8Il24_ FAX: 15611 451-8142 ROAD NO. COUNTY FINANCIAL PROJECT ID CERTIFICATE ©}' .kLmjoBiLAno.N NO. 2648 CHRISTINE DALICKAS, P.E. SO6 PALM BEACH 435299-1-52-01 CONTROL NOTES 3 LICENSE NUMBER 62423 435299-1-52-02 VIDEO DETECTION CHART SIGNAL HEAD DETAILS MOVEMENT NUMBER 2 4 6 P4 PS P4 P6 P6 PS 4 Lu 6 R y PED. SIGNAL PED. SIGNAL YELLOW CLEARANCE COUNT -DOWN COUNT -DOWN 3 -SECT., ]-WAY ]-SECT., ]-WAY ]-SECT., 2 -WAY 6 AS 2 AS 2 AS 650-]-311 653-19] 653-]92 VIDEO DETECTION CHART VIDEO DETECTOR MOVEMENT NUMBER V/ 2 V2 4 V3 6 CONTROLLER TIMINGS TIMING FUNCTION MOVEMENT NUMBER 1 2 3 4 5 6 7 8 630-2-11 18 LF MINIMUM GREEN z EXTENSION POT STA. 30+00.00 MAXIMUM GREEN 1 z MAXIMUM GREEN 2 u- YELLOW CLEARANCE z ALL RED - - - - - PEDESTRIAN WALK F_ PED. CLEARANCE SIGN, RECALL PEDESTRIAN POLE A REMOVAL ITEMS STA. 383+67.25 OFFSET 3/.30' LT 690-10 6 EA INSTALL SIGN F 690-20 6 EA 5 SY 526-1-2 690-32-1 2 EA 5 LF 630-2-11 690-32-2 4 EA IEA 635-2-11 REMOVE EXISTING 690-70 6 EA IEA 646-1-11 UPRIGHT AND 690-80 IEA IEA 665-1-11 PED SIGNALS 690-90 /P/ 4 RUNS (I VIDEO, I INTERNALLY 690-100 IPI ILLUMINATED SIGN,/ SIGNAL,/ SPARE) 700-3-611 6 EA l0 SY 526-1-2 32 L 630-2-11 POLE l STA. 383+43.03 OFFSET 37.96' LT EL. 2./5 526-1-2 5 SY 630-2-11 5 LF 635-2-11 IEA 649-31-101 1 EAO 649-31-999 IEA I — REMOVE EXISTING SPAN WIRE POLE PEDESTRIAN POLE B AND ASSEMBLY 4 RUNS U VIDEO IINTERNALLY STA. 384+10.86 9 OFFSET 3/.30' LT ILLUMINATED SIGN, I SIGNAL, I SPARE) INSTALL SIGN F 526-1-2 18 SY POLE 2 526-1-2 5 SY 630-2-11 J5.3 LF STA. 383+78.23 630-2-1] 5 LF OFFSET 37.95' LT EL. 2.26 635-2-11 IEA 526-1-2 6 SY 646-1-11 /EA 0 5 20 630-2-11 5 LF 665-1-11 IEA 635-2-11 IEA Feet 649-31-101 IEA 4 RUNS (l VIDEO, I INTERNALLY SEE NOTE 3 649-31-999 IEA ILLUMINATED SIGN, /SIGNAL, SEE NOTE 4 (SPARE) 526-1-2 /4 SY l0 SY 526-1-2 630-2-11 34 LF 632-7-1 /PI 40 LF 630-2-11 635-2-11 /EA 660-4-11 /EA 123 /A$ 670-5-410 /AS EL. 2.25I 639-2-1 34 LF I _� —641 - 2 - 12 IEA ° L ----- L L r— NOTE TO REV/EWER: B -TV BF -O- -- -- -- -- -- -- -- -- B-TV`BED _i nslVlorv�_ FINAL LOCATION OF PROPOSED MAST ARMS =_ __ __ —_— T--"-�- WILL BE FINALIZED ONCE TEMPORARY STRAIN T BE POLES ARE LOCATED AND FIELD VERIFIED. �� — _ — IGN B— PRELIMINARY PLANS NOT FOR CONSTRUCTION EXISTING SIGNAL TIMINGS AND S.O.P. ARE TO REMAIN UNLESS NOTED OTHERWISE SIGN DETAILS fflantic "" [Venetian Dr 900 SIGN A 96" X 24" SEE SHEET 6 FOR DETAILS 700-5-22 IEA SIGN B 108" X 24" SEE SHEET 6 FOR DETAILS loo-s-zz 2 EA TURNING ® VEHICLES oe .M oa r FNI ®TO SIGN E RIO -15R oa 30" X 30" SIGN F SIGN G 700-3-201 IEA FTP -688-06 FTP -68B-06 9" X 18" 9" X 18" NOTES: I. REPLACE BRICK PAVERS DAMAGED DURING INSTALLATION OF PULL BOX AND TROMBONE MAST ARM FOUNDATION. INCLUDED IN PAY ITEM 526-I-2. 2. CONTRACTOR SHALL PROVIDE A 6' X 60' ZONE OF COVERAGE FOR VIDEO DETECTION, l0' AHEAD OF STOP BAR BACK 60', FOR EACH MOVEMENT. J. REMOVE EXISTING DISCONNECT FROM EXISTING UPRIGHT TO BE REMOVED ON NORTHEAST CORNER AND INTERCEPT POWER CONDUIT AND INSTALL PULLBOX AND ELECTRICAL POWER SERVICE ASSEMBLY. 4. UTILIZE EXISTING SWEEPS INTO CABINET FOR PROPOSED WORK. REVISIONS V/ EL. 83 , ------------- --———— — — — — II SR 806T#44NTIC AVENUE) � II T BE---------- /-BE- rBE- BE BTV -BF-O----------------- B BE -� - 8 • • B \G r C� -Lu� REMOIE_ EXISTING UPRIGHT AND �ry 4 ---------- PED- S4GNAL.S--- L M-- --- 4 RUNS (l VIDEO, Ilk ERNALLY ILLUMINATED SIGN, l SIGNAL, I SPAREko 73 LF X30 -2-12 —----------- 0--------w----- x-384 EL. 2.24 630-2-11 18 LF 526-1-2 4 SY 630-2-11 POT STA. 30+00.00 I I \ IEA 649-31-101 1V3 :806 ; V310 /� - - s - - - - - - -I - - - - - - 1�1 F 645-1-11 PED SIGNALS ILLUMINATED SIGN, RE *VE EIS 2 EA -REMOVE EXISTING, QING N POLE WIRE ASSE4BLY \ �- UPRIGHT AND PED SIGNALS W P4 \� BE ------- '�j-P6 R/W LINE PEDESTRIAN POLE D l STA. 383+6/./6 \\ OFFSET 39.00' RT INSTALL SIGN F & G 526-1-2 5 SY 630-2-11 5 LF 635-2-11 IEA 646-1-11 IEA 665-1-11 2 EA 4 RUNS (l SIGNAL, 3 SPARE) 55 LF 630-2-12 13 SURVEY VENETIAN DRIVE IDRMP, INC. 21301 POWERLINE ]ROAD, STE, 107, BOCA RATON, BL 33, 1PHo,,E: (564) 451-8124 FAX: (561) 451-8142 CER77EIiATE OI, AUTHORIZ.9TION INTO. 2648 CHRISTINE DALICKAS, P.E. LICENSE NUMBER 62423 IsI STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 7D NO. COUNTY FINANCIAL PROJEC7 806 PALM BEACH 435299-1-52-01 435299-1-52-02 cdalickas II II I� II II II II II t'' - EL. 2.40 660-4-12J3 EA --- /---SIGN B IINI STALL ON UPRIGHT— — o / �LINE PALE 3� R/W -A.-364+35.00 / Si OFFSET 32.03' LT EL. 2.24 630-2-11 18 LF 526-1-2 4 SY 630-2-11 /8 LF 635-2-11 IEA 649-31-101 IEA 649-31-999 IEA REMOVE EXISTING 4 RUNS U VIDEO, IEA UPRIGHT AND IINTERNALLY 645-1-11 PED SIGNALS ILLUMINATED SIGN, I SIGNAL, I SPARE) 2 EA 526-1-2 5 SY PEDESTRIAN POLE C STA. 384+17.85 630-2-11 18 LF OFFSET 38.1/' RT INSTALL SIGN F & G 526-1-2 5 SY 630-2-11 5 LF 635-2-11 IEA 645-1-11 /EA 665-1-11 2 EA INTERSECTION AT VENETIAN DRIVE SHEET NO. m VIDEO DETECTION CHART SIGNAL HEAD DETAILS MOVEMENT NUMBER 2 4 6 P4 PS P4 P6 P6 P8 4 V3 6 PED. SIGNAL PED. SIGNAL R Y G COUNT -DOWN COUNT -DOWN 3 -SECT., ]-WAY 7 -SECT., 1 -WAY 1 -SECT., 2 -WAY 6 AS 2 AS 2 AS 650-1-3]] 653-79] 653-]92 VIDEO DETECTION CHART VIDEO DETECTOR MOVEMENT NUMBER V/ 2 V2 4 V3 6 REMOVAL ITEMS PEDESTRIAN POLE E - STA. 387+25.44 690-10 6 EA OFFSET 32.28' LT INSTALL SIGN F 690-20 6 EA 526.1.2 5 SY 690-32-1 2 EA 630-2-11 5 LF 690-32-2 4 EA 635-2-11 IEA 690-70 6 EA 646-1-11 IEA 690-80 1 E 665-1-11 /EA 690-90 /Pl 690-100 /Pl 4 RUNS N VIDEO,/ INTERNALLY 700-3-611 3 EA ILLUMINATED SIGN, /SIGNAL, l SPARE) SEE NOTE 3 6 SY 526-1-2 3 SY 526-1-2 /B LF 630-2-11 EXISTING CONTROLLER l0 630-2-11 CABINET TO REMAIN IEAA 635-2-11 SEE NOTE 4 /AS 639-1-123 /Pl 632-7-] l0 LF 639-2-1 IEA 660-4-]1 IEA 641-2-12 /AS 670-5-410 NOTE TO REVIEWER: FINAL LOCATION OF PROPOSED MAST ARMS WILL BE FINALIZED ONCE TEMPORARY STRAIN POLES ARE LOCATED AND FIELD VERIFIED. CONTROLLER TIMINGS TIMING FUNCTION MOVEMENT NUMBER 1 2 3 4 5 6 7 8 MINIMUM GREEN W_ z EXTENSION ti MAXIMUM GREEN 1 z MAXIMUM GREEN 2 8 u- YELLOW CLEARANCE '13" z ALL RED PEDESTRIAN WALK ti PED. CLEARANCE RECALL SIGN DETAILS PRELIMINARY PLANS NOT FOR CONSTRUCTION • Gleason St E Atlantic "" 1000 m o , Ros m SIGN C SIGN D 96" X 24" 96" X 24" SEE SHEET 6 SEE SHEET 6 FOR DETAILS FOR DETAILS SIGN F SIGN H 700-5-22 2 EA 700-5-22 IEA FTP -68B-06 FTP -68B-06 91,X 18" 9' X l8" NOTES: 1. REPLACE BRICK PAVERS DAMAGED DURING INSTALLATION OF PULL BOX AND TROMBONE MAST ARM FOUNDATION. INCLUDED IN PAY ITEM 526-/-2. 2. CONTRACTOR SHALL PROVIDE A 6' X 60' ZONE OF COVERAGE FOR VIDEO DETECTION, l0' AHEAD OF STOP BAR BACK 60', FOR EACH MOVEMENT. J. REMOVE EXISTING DISCONNECT FROM EXISTING UPRIGHT TO BE REMOVED ON NORTHWEST CORNER AND INTERCEPT POWER CONDUIT AND INSTALL PULLBOX AND ELECTRICAL POWER SERVICE ASSEMBLY. 4. UTILIZE EXISTING SWEEPS INTO CABINET FOR PROPOSED WORK. REVISIONS DRMP INC. 21301 !POWERLUNE ROAD, STE. 107, Boca RATON, FL 33433 1PrIONE: 15611 4511-81124 FAX: (5611 431-M42 CI,A71kia_ATE Om .ALITHOIRIZAT ON No. 2648 CHRISTINE DALICKAS, P.E. LICENSE NUMBER 62423 ---------- l -W ------ I --- I--- BTVBFO---------- BTBF1{:====_r —F REMOVE EXIST�IN — UPRIGHT AND PED SIGNALS N 4 RUNS U VIDEO, l INTERNALLY ILLUMINATED SIGN, /SIGNAL, I SPARE) IISY 1 526-1-2 33 LFI 630-2-11 4 RUNS (l VIDEO, /INTERNALLY ILLUMINATED SIGN, l SIGNAL, I SPARE) Sz6-1-z 7 SY 630-2-11 20 LF POLE 4 STA. 387+39.64 OFFSET 32.68' LT EL. 2.00 526-1-2 6 SY 630-2-11 /6 LF 635-2-11 ?SEA 649-31-101 /EA 649-31-999 /EA POLE 5 STA. 387+72.53 OFFSET 3/.35' LT EL. 2.05 526-1-2 6 SY 630-2-11 5 LF 635-2-11 1 E 649-31-101 1 E 649-31-999 /EA PEDESTRIAN POLE H STA. 387+78.94 OFFSET 32.62' LT INSTALL SIGN F 526-1-2 5 SY 630-2-11 5 LF 635-2-11 IEA 646-1- I 1 / EA R/W LINE 665-1-11 IEj 0 5 --- ----- - - Bf-"" � ., ----- BFO---- v S/Gk j— REMOVE REMOVE EXISTING 00 SPAN WIRE POLE --------- M__-- IT -_---_M AND ASSEMBLY 3 EA -660 4-12 VI SURVEY SR 806 387; °j ' � EL. 2.3� LI;I —I REMOVE EXISTING �— UPRIGHT AND PED SIGNALS ✓ R/W LINE BE - ■ PEDESTRIAN POLE F STA. 387+/6.3/ OFFSET 35.28' RT INSTALL SIGN F & H 526-1-2 5 SY 630-2-11 5 LF 635-2-11 IEA 646-1-11 IEA 665-1-11 2 EA 4 RUNS (/ SIGNAL, 3 SPARE) 62 LFr 630-2-12 �1 I 20 Feet REMOVE EXISTING P4 4 RUNS (l VIDEO, l INFERNALLY UPRIGHT ND l SPARE) TED SIGN, I )SIGNAL, PED SIGNILS w------ 2 SIGN D --� ---------------- 2 q T. STA. 30+00.00 —� 6 W_ m W \\-N P4 - 8 - BE • '13" T.I R/W LINE I 0 SURVEY GLEASON STREET SII II I II II I II II I II I II I II I II I II I II I it I II i 9TATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 7D NO. COUNTY FINANCIAL PROJEC7 806 PALM BEACH 435299-1-52-01 435299-1-52-02 - - --- - - - ------------------------ -------------- EL. 2.49 I � W - -- rS �S 806 6(ATLANTIC AVENUE) �S/GNC B E REMOVE EXISTING�� J AN WIRE POLE ' — — — AND ASSEMBLY \\\ G - - - - LINE - - - G POLE 6 STA. 387+83.29 OFFSET 30.6/' RT EL. 2.44 526-1-2 6 SY 630-2-11 5 LF 635-2-11 1 E -REMOVE EXISTING 649- 31-101 TEA UPRIGHT AND 649-31-999 / EA PED SIGNALS PEDESTRIAN POLE G STA. 387+79.34 OFFSET 31.02' RT INSTALL SIGN F & H 526-1-2 5 SY 630-2-11 5 LF 635-2-11 IEA 646-1-11 /EA 665-1-11 2 EA LINE INTERSECTION AT GLEASON STREET SHEET NO. 5 SIGN NAMEJ SIGN A QTY /NUMBER STATION(S) 8'-0" EM q 4E4 E Atlantic /0', EM T16 4„900" 6 : 6, PANEL BORDER none WIDTH 8,-0', WIDTH 2" HEIGHT 2'-o° RADII 3° LEGEND White COLOR White COLOR Green SYMBOL(S) ANGLE X Y WID HT SIGN NUMBER NUMBER CLEARANCE OF POSTS Ede COLUMN SIZE Of Lane AVERAGE LENGTH AVERAGE LENGTH NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY I I E L NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY COPY E G 1 L a s o n S t L SPACE 1 6 1 3 87 3 SPACE SPACE s 3 t 87 3 6.6 10 10.2 5.2 5.4 85.2 95.6 COPY A v L COPY COPY COPY A v L SPACE 82 4.4 3.7 6 11 SPACE SPACE SPACE 82 4.4 3.7 6 8 COPY A t 1 a COPY COPY COPY A t 1 a I n I t SPACE L SPACE 14 11.5 8.4 5.1 SPACE 9.6 COPY SPACE COPY 5.1 SPACE 14 11.5 8.4 5.1 10.6 1 9.6 1 8.4 1 5.1 1 6.6 1 16.7 1 65.3 SPACE 1 0 COPY 0 L COPY 9 0 D L COPY SPACE 6 SPACE 4.2 3.4 76.2 13.8 SPACE 6 4 4.2 3.4 78.4 11.6 SPACE COPY COPY 1 1 0 0 L COPY 1 0 D 0 L SPACE 78.1 2.2 2.2 4.2 3.4 6 11.9 SPACE 76.2 2.2 4.2 4.2 3.4 6 13.8 COPY COPY COPY SPACE SPACE SPACE SIGN NAME SIGN C QTY I NUMBER STATION(S) ° Gleason St Jl6oEm B„ 1,- H 5.4" 85.2" 5.4„ PANEL BORDER none WIDTH 8'-0" WIDTH 2° HEIGHT 2,-o° RADII 3" LEGEND White COLOR White COLOR Green SYMBOL(S) ANGLE X Y WID HT Green SYMBOLS) ANGLE X Y WID HT SIGN NUMBER SIGN NUMBER NUMBER CLEARANCE OF POSTS Ede COLUMN SIZE Of Lone T AVERAGE LENGTH NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY I I E L NO. OF LIGHT FIXTURES I FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY V e G 1 e a s o n S t L SPACE 1 6 1 3 87 3 SPACE 5.4 11.1 1 5.1 8.8 9.5 8.8 9.9 6.6 10 10.2 5.2 5.4 85.2 95.6 COPY A v L COPY COPY SPACE 82 4.4 3.7 6 11 SPACE SPACE COPY A t 1 a COPY COPY L SPACE SPACE 14 11.5 8.4 5.1 SPACE 9.6 COPY SPACE COPY 5.1 6.6 16.7 65.3 ::F----FRE"� MIA PY A A/ SPACE 1 0 COPY 0 L COPY SPACE 6 SPACE 4.2 3.4 76.2 13.8 SPACE COPY COPY 1 1 0 0 L SPACE 78.1 2.2 2.2 4.2 3.4 6 11.9 COPY COPY SPACE SPACE REVISIONS SIGN NAME SIGN B QTY I NUMBER STATIONS) "I Venetian Dr61 M PANEL BORDER none WIDTH 9'-0,, WIDTH 2" HEIGHT 2-0^ RADII 3" LEGEND White COLOR White COLOR Green SYMBOLS) ANGLE X Y WID HT SIGN NUMBER NUMBER CLEARANCE OF POSTS Ede Of Lane COLUMN SIZE AVERAGE LENGTH NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY I I E L NO. OF LIGHT FIXTURES I FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY V e n e D r L SPACE 1 6 1 3 87 3 SPACE 6.3 10.7 9.7 9.7 8.7 8.4 5A 10.6 6.6 10 11.1 5 6.1 95.6 COPY A v L COPY SPACE 82 4.4 3.7 6 11 SPACE COPY A t 1 a n COPY L SPACE SPACE 14 11.5 8.4 5.1 10.6 9.6 COPY SPACE COPY 5.1 6.6 16.7 65.3 ::F----FRE"� MIA PY A A/ SPACE 1 0 0 0 L COPY SPACE 6 2.2 4.2 4.2 3.4 76.2 13.8 SPACE COPY 1 1 0 0 L SIGN NAME SIGN o QTY I NUMBER STATION(S) 0 4"E4 E AtlantiC.AV l0"EM 4" `� l 4 5,� 11 EM 1000 6" 84" 6" PANEL BORDER none WIDTH 8'-0 WIDTH 2,, HEIGHT 2'-0" RADII 3" LEGEND White COLOR White COLOR Green SYMBOLS) ANGLE X Y WID HT SIGN NUMBER NUMBER CLEARANCE COLUMN SIZE AVERAGE OF POSTS Ede Of Lane LENGTH NO. OF LIGHT FIXTURES FIXTURE SPACING PHOTOMETRIC CURVE WATT VOLTAGE COPY I I E L SPACE 1 6 1 3 87 3 COPY A v L SPACE 82 4.4 3.7 6 11 COPY A t 1 a n t L SPACE 14 11.5 8.4 5.1 10.6 9.6 8.4 5.1 6.6 16.7 65.3 COPY 1 0 0 0 L SPACE 6 2.2 4.2 4.2 3.4 76.2 13.8 COPY 1 1 0 0 L SPACE 78.1 2.2 2.2 4.2 3.4 6 11.9 COPY SPACE DRMP, INC. 21301 Zoe-Em,,r ROAD, STE. 107, 7 x--% BATON, rL 33433 PiioN6: 6611 451-8124 P.vN: 16611 4b1-8142 CER'ITNICA'1'K OF ALTHOR17.ATION leo. 2648 CHRISTINE DALICKAS, P.E. LICENSE NUMBER 62423 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 806 1 PALM BEACH 435299-1-52-01 435299-1-52-02 OVA W/l�Al��J��NOVAIIF SHEET NO. SPECIAL INSTRUCTIONS ID PED. PED. HANDHOLE NO. BUTTON SIGNALS LOCATION PRELIMINARY PLANS NOT FOR CONSTRUCTION * DENOTES NUMBER OF SECTIONS IN SIGNAL HEAD ASSEMBLY SIGNAL DATA SIGN DATA ARM MOUNTING HEIGHT ARM M.H.) �• I •I ,� SEE SHEETS l0 THRU 12 FOR ARM MOUNTING HEIGHT AND TOTAL ARM LENGTH R E V I S 10 N S DRMP, INC, STATE OF FLORIDA SHEET DATE DESCRIPTION DATE DESCRIPTION DISTANCE FROMPOLE DEPARTMENT OF TRANSPORTATION MAST ARM NO. DISTANCE FROMPOLE HEIGHT AND WIDTH COLOR CEMPICATE O1 AcnloxmAnor leo. 2fi48 ROAD NO. COUNTY FINANCIAL PROJECT ID CHRISTINE DALICKAS, P.E. 435299-1-52-01 TA B U1LAl TION SHEET 7 LICENSE NUMBER 62423 C9OE PALM BEACH 435299-1-52-02 SEE SHEETS l0 THRU 12 FOR ARM MOUNTING HEIGHT AND TOTAL ARM LENGTH R E V I S 10 N S DRMP, INC, STATE OF FLORIDA SHEET DATE DESCRIPTION DATE DESCRIPTION 21301 PowHm,wNr. R . n, S rp. 107, BOLA RATON, FL 33433 P�norcr:: 1561) 431-8n2s1, FAX: 15641 �I5A-8112 DEPARTMENT OF TRANSPORTATION MAST ARM NO. CEMPICATE O1 AcnloxmAnor leo. 2fi48 ROAD NO. COUNTY FINANCIAL PROJECT ID CHRISTINE DALICKAS, P.E. 435299-1-52-01 TA B U1LAl TION SHEET 7 LICENSE NUMBER 62423 C9OE PALM BEACH 435299-1-52-02 POLE l STA. 383+43.03 OFFSET 37.96' LT EL. 2.15 PBC TRAFFIC ITS COPPER CABLE IN 2" PVC CONDUIT - - - --- B -TV -BF-O----------- -- -- -- B -TV -BFO- BTU BFO- BTV'-gg? R/W LINE i POLE 2 TH #1Z*4 STA. 383+78.23 OFFSET 37.95' LT TH #2EL. 2.26 FPL BURIED ELECTRIC 17.6 kV TO GROUND R/W LINE f H #I8 pI-�0 5 20 #3 LL L -w #24 -- 73 _- _ :- Feet RTV�Bfi' 4 Q _ _ =6F,_ _ _ _ a -BTU BTV -BFO BTV 8F-0-- - - - - - - BTU 8F0 BTU BFO - - - - - - STV 8F-0 - - • • STR IGHT/NG �- - ------------- TFIFPHONE -'SE "r"23 o7q ' zuspr,�-eBIC-,GONIROL E 7 $ _ _ _• _ _ _• BE 3 TH #25 - P' IRRIGATION P' PLASTIC UNKNOWN- - - - - - - - _ ,, G - • - - �W _ _ GAS _ _ _ _ _ PLASTIC _ _ _ _ _ OSS. FIBER OPTIC) - -•_ ��/ 0 �9h )/I/ _ -�r9- 383 "o S�rbyo, TH #26 q q 8" WM 8 CITY OF DELRAY BEACH c� • , • � SURVEY SR 806 WATERLINE (DATA ACCORDING TO RECORD) w WATERLIN !DATA ORD/NG TO RECORD) �r W --------- 384-; --- -w r m ----- --- ------ 385 POT STA. 30+00.00 ~ • ' 89° 18' 23" E L� CITYFOF DELRAY BEACH SR 806 (ATLANTIC AVENUE) ` S .FORCE MAIN z- - - - - - - - - - S - - - - - - - ---------- _ _ _ BE _ _ _ _ _ _ _ _ TREQT.1/GHTING BE- - - - - - - BE- - ilGSt P6 NOTE TO REVIEWER: ADDITIONAL UTILITY LOCATES/ TEST HOLE INFORMATION TO BE OBTAINED FOR PROPOSED MAST ARM FOUNDATION AND WILL BE SHOWN ON FINAL PLAN SET. PRELIMINARY PLANS NOT FOR CONSTRUCTION AFFIC ICOHTliOL - - -,'JI 1/ f-TH_*3O POLE 3 STA. 384+35.00 - - - - TH #7 OFFS 24 32.03' LT P4 TH #9 STREET LIGHTING -s- i TRAFFIC CONTROL. „ TH #8 _ / TH #/0 ---__ w~ `7`� - FPL BURIED ELECTRIC 120 V TO GROUND w' 8" Wk CITY OF DELRAY BEACH W'"AAA Qi7-1 VVH# UTILITY DESCRIPTION (Owner, Type) SIZE MATERIALS STATION OFFSET � O TOP ELEVATION I Z 4- ASBESTOS CEMENT Q 34.72 LT I� z 2 PALM BEACH COUNTY TRAFFIC ELECTRIC o UNKNOWN Z 33.12 LT 2.10 -1.65 3 PALM BEACH COUNTY TRAFFIC ELECTRIC UNK PLASTIC 383+63.58 Lu LT 2.07 V 4 PALM BEACH COUNTY TRAFFIC ELECTRIC 2" PLASTIC 383+74.97 35.88 LT N /.00 f-TH_*3O POLE 3 STA. 384+35.00 - - - - TH #7 OFFS 24 32.03' LT P4 TH #9 STREET LIGHTING -s- i TRAFFIC CONTROL. „ TH #8 _ / TH #/0 ---__ w~ `7`� - FPL BURIED ELECTRIC 120 V TO GROUND w' 8" Wk CITY OF DELRAY BEACH W'"AAA Qi7-1 VVH# UTILITY DESCRIPTION (Owner, Type) SIZE MATERIALS STATION OFFSET LT/RT EXISTING GROUND ELEVATION TOP ELEVATION I AT&T, TELEPHONE 4- ASBESTOS CEMENT 383+63.50 34.72 LT 2.16 0.59 2 PALM BEACH COUNTY TRAFFIC ELECTRIC UNK UNKNOWN 383+63.78 33.12 LT 2.10 -1.65 3 PALM BEACH COUNTY TRAFFIC ELECTRIC UNK PLASTIC 383+63.58 3/.93 LT 2.07 -1.17 4 PALM BEACH COUNTY TRAFFIC ELECTRIC 2" PLASTIC 383+74.97 35.88 LT 2.20 /.00 5 AT&T, TELEPHONE 4 ASBESTOSCEMENT 383+74.96 34.95 LT 2.15 0.28 6 PALM BEACH COUNTY TRAFFIC ELECTRIC 2" X 3 PLASTIC 384+28.69 32.8/ LT 2.08 -1.06 7 CITY OF DELRAY BEACH ELECTRIC l" PLASTIC 384+28.69 34.42 RT 2.27 1.07 8 PALM BEACH COUNTY TRAFFIC ELECTRIC 2" X 2 PLASTIC 384+32./3 36.51 RT 2.27 0.62 9 CITY OF DELRAY BEACH ELECTRIC 1" PLASTIC 384+37.37 34.85 RT 1 2.27 0.65 l0 PALM BEACH COUNTY TRAFFIC ELECTRIC 2" X 2 PLASTIC 384+25.82 40.13 RT 2.29 0.69 18 PALM BEACH COUNTY TRAFFIC9 ELECTRIC 2" PLASTIC 383+62./9 36./4 LT 2.19 0.94 24 AT&T, TELEPHONE 4- ASBESTOS CEMENT 383+69.50 34.64 LT 2.17 0.48 25 FPL ELECTRIC 2" X 3 PLASTIC 383+70.26 32.98 LT 2.09 -l.11 26 CITY OF DELRAY BEACH IRRIGATION I. PLASTIC 383+70.26 32.98 LT 2.10 1.50 UNKNOW UNKNOW 2" PLASTIC 383+70.26 1 32.98 ILT 1 2.10 30 NONE 384+29.49 32.79 RT REVISIONS ADRMP, INC. STATE OF FLORIDA SHEET DATE DESCRIPTION DATE DESCRIPTION DEPARTMENT OF TRANSPORTATION 2154)1 1POIMRUNF,. ROAD, STR. 107, Boak i2 'rot, FL 33453 NO. PHON11: (661) 45Il-M24. 1FAX: (561) 451-M42 ROAD NO. COUNTY FINANCIAL PROJECT ID U�jlJ[�1( 11 l[ LOCA Jf TYON Sl[/Il[�/Le CEwr xjcxrE Qtr Avrmoar/a�u�ov No. 2648 CHRISTINE DALICKAS, P.E. 806 PALM BEACH 435299-1-52-01 8 LICENSE NUMBER 62423 435299-1-52-02 PBC TRAFFIC ITS COPPER CABLE IN 2" PVC CONDUIT TH #19 FPL BURIED ELECTRIC TH #ll RIW LINE 7.6kV TO GROUND TH #l3 TH #2 1 -J4L---- -- -- - W - - - - - - - - - - - TH #1q BE- TH #21 BTV BTV 8TV 8TV BTV 8T BE''L4 8 - BFO----=___-- BFO=-==-_-___ BFO --== -__-- BFO----=___-- @ SURVEY SR 806 387 W M - - - - m TH #14 -- --� FPL BURIED ELECTRIC m 7.6 kV TO GROUND I SR 806 (ATLANTIC AVENUE) - - _ -�� , s;,BE - R/W LINE NOTE TO REVIEWER: ADDITIONAL UTILITY LOCATES/ TEST HOLE INFORMATION TO BE OBTAINED FOR PROPOSED MAST ARM FOUNDATION AND WILL BE SHOWN ON FINAL PLAN SET. POLE 4 STA. 387+39.64 OFFSET 32.68' LT EL. 2.00 POLE 5 STA. 387+72.53 OFFSET 31.35' LT EL. 2.05 3 0 5 20 2 Feet t; TV ------ 8 BF -O -_ - BFO P4' / i 8" WM CITY OF DELRAY BEACH W f -:W-- I W j;AT&T BURIED DUCTS UU 2-4" PVC TH #l5 z SIZE • - I I I m I 388 - - - - - --- �� ---- - ---,---� -; 4 TOP ELEVATION I • I 30" FM 6 PALM BEACH COUNTY TRAFFIC, ELECTRIC 2" X 2 PLASTIC 387+2/.65 CITY OF DELRAY BEACH LT - - --- - - - - S - - - -,- - - -, - -W - - - g W TH #29 I 2" X 2 PLASTIC - - - - - - Pri - S 8" SANITARY SEWER 6- TH #28 W I CITY OF DELRAY BEACH m -1.15 l3 TH #27 - - - - - - S l.5" X 2 PLASTIC 387+2/.42 29.68 LT 1.74 -0.50 14 FLORIDA POWER AND LIGHT ELECTRIC 4" X 2 PLASTIC 387+28.71 ----- SE 1.73 -1.33 B� P6 �• •i• •i• 2" X 2 P6 b® TH #16 387+30.24 21.33 LT 1.74 - G - - - - - - - - - - - - G CITY OF DELRAY BEACH, ELECTRIC I" X 5 PLASTIC 387+90.16 32.46 r� rim III 2.37 I I TI TH #17 POLE 6 R/W LINE FLORIDA PUBLIC UTILITIES (GAS) 1.5" PLASTIC 387+90.27 +8062 RT 2.75 0.19 19 AT&T BURIED DUCTS OFFSE8T7 0 629RT 2" X 4 PLASTIC 387+2/.74 I 4-3.5" TR D EL. 2.44 /.93 WH# UTILITY DESCRIPTION (Owner, Type) SIZE MATERIALS STATION OFFSET LTIRT EXISTING GROUND ELEVATION TOP ELEVATION lI PALM BEACH COUNTY TRAFFIC, ELECTRIC 2" X 2 PLASTIC 387+2/.65 33.99 LT 1.87 -1.29 12 PALM BEACH COUNTY TRAFFIC ELECTRIC 2" X 2 PLASTIC 387+25.39 3/.34 LT 1.80 -1.15 l3 PALM BEACH COUNTY TRAFFIC, ELECTRIC l.5" X 2 PLASTIC 387+2/.42 29.68 LT 1.74 -0.50 14 FLORIDA POWER AND LIGHT ELECTRIC 4" X 2 PLASTIC 387+28.71 21.53 LT 1.73 -1.33 15 COMCAST, CABLE TV 2" X 2 PLASTIC 387+30.24 21.33 LT 1.74 -0.74 16 CITY OF DELRAY BEACH, ELECTRIC I" X 5 PLASTIC 387+90.16 32.46 RT 2.37 0.57 17 FLORIDA PUBLIC UTILITIES (GAS) 1.5" PLASTIC 387+90.27 37.6/ RT 2.75 0.19 19 PALM BEACH COUNTY TRAFFIC9 ELECTRIC 2" X 4 PLASTIC 387+2/.74 36.79 LT /.93 0.49 20 FLORIDA POWER AND LIGHT, ELECTRIC 2" X 4 PLASTIC 387+28.29 25.8/ LT 1.96 -1.24 21 COMCAST CABLE TV 2" X 2 PLASTIC 387+29.72 25.65 LT 1.98 -0.74 22 FLORIDA POWER AND LIGHT, ELECTRIC 4" X 2 PLASTIC 387+27.30 30.32 LT 1.89 -1.12 23 FLORIDA POWER AND LIGHT ELECTRIC 4" X 2 PLASTIC 387+24.60 33.0/ LT 1.85 27 CITY OF DELRAY BEACH, ELECTRIC l" X 6 PLASTIC 387+95.80 32.05 RT 2.35 0.95 28 NONE 387+92.9/ 29.49 RT 2.57 29 CITY OF DELRAY BEACH ELECTRIC l" PLASTIC 1 387+92.53 26.27 RT 2.45 /.l6 m N Lu W ti Z z � o � J PRELIMINARY PLANS NOT FOR CONSTRUCTION � I J? SURVEY GLEASON STREET REVISIONS IIDRMP, INC. BTATE OF FLORIDA SHEET DATE DESCRIPTION DATE DESCRIPTION DEPARTMENT OF TRANSPORTATION 2701 1Poc,�ex�.is�. I$o.+q BTF. 107, I$oc.k 1i2�'ro�, FL 33453 NO. PHONI+.: (661) 45Il-M24. 1FAX: (561) 451-8➢42 ROAD NO. COUNTY FINANCIAL PROJECT ID U�[ jlL�( �[ �[ LOCA �[ TYON SHEET �[ CEwripjcATE Qtr AvraoarAAnov No. 2648 CHRISTINE DALICKAS, P.E. 806 PALM BEACH 435299-1-52-01 9 LICENSE NUMBER 62423 435299-1-52-02 REVISIONS „A„ V-4, 3 384+35.00 29'- 0" 10'- 0" 5-10" 13'- 5" 18'- 3" 4 387+33.65 29'- 5" 9'- 5" T-11" 12'- 4" 18'- 6" 5 387+72.54 24'- 9" 6- 0" 8'-11" 10'- P 18'- 3" 6 387+83.29 26-10" 1 P- 2" 5'-2%" 10'- 8%" 18'- 3" CONTRACTOR SHALL VERIFY THIS DIMENSION PRIOR TO FABRICATION OF POLE. - - - - - - - - - - - - - - - - - - PRELIMINARY PLANS I I ,NOT FOR CONSTRUCTION; DRMP, INC. 941 LAKY, BALDWIV IL,A.Nc, ORrANDo, FL 32814 PH ,NE: (40) 896-0594 F.\T: (40 7) 896-4836 CERTrnoATF OF AUTHORIZATION No. 2648 PEETER MANNIK, P.E. LICENSE No. 39860 DRILLED SHAFT STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION ROAD NO. COUNTY FINANCIAL PROJECT ID 806 PALM BEACH 435299-1-52-01 435299-1-52-02 SEE INDEX 17745 FOR HANDHOLE AND TERMINAL COMPARTMENT. ( T YP. ) SHEET HAS T ARM EEE VA TION % o FOUNDA TION NOTES 1. DESIGN BASED ON BORINGS TAKEN ON 8/28/13 AND SEALED BY PROFESSIONAL SERVICE INDUSTRIES, INC. 2.ASSUMPTIONS AND VALUES USED IN DESIGN: - SOIL TYPE SAND - SOIL LAYER THICKNESS = 26.0 ft. - SOIL FRICTION ANGLE = 30 deg. - SOIL WEIGHT = 50 pcf - DESIGN WATER TABLE IS 1 ft. BELOW SURFACE W ti U) CC m W ti L Z n, - n- m SECTION B -B (ANCHOR BOL TS NOT SHOWN FOR CLARITY) REVISIONS Fl 14-#11 BA EQUAL Y SPACED 4'-0" (b ENTER OF KILLED SHAFT "— 1116x 8 2%2 " m ANCHOR BOL TS DOUBLE NUTS (TYP.) I)PTI / FI) .SHAFT DRILLED SHAFT PLAN SECTION DE TAIL 'A' NOTE 6" MIN. COVER ON SHAFT REINFORCEMENT. (REINFORCING STEEL NOT SHOWN FOR CLARITY) (ANCHOR BOLTS NOT SHOWN FOR CLARITY) MAST ARM ASSEMBLIES GENERAL NOTES 1. SIGNAL STRUCTURE MATERIALS SHALL BE AS FOLLOWS: UPRIGHT & ARM TRUSS -> STEEL PLATES -> WELD METAL -> BOL TS (EXCEPT ANCHOR BOL TS) -> ANCHOR BOLTS -> co v -> WASHERS FOR ANCHOR BOLTS -> HANDHOLE FRAME m Ln (Z V lz ti i cnQ o w J 0 - o i N 14 - #11 BARS EQUAL L Y SPACED C,:: DRILLED 6" CLF --j CHAFT SECTION B -B (ANCHOR BOL TS NOT SHOWN FOR CLARITY) REVISIONS Fl 14-#11 BA EQUAL Y SPACED 4'-0" (b ENTER OF KILLED SHAFT "— 1116x 8 2%2 " m ANCHOR BOL TS DOUBLE NUTS (TYP.) I)PTI / FI) .SHAFT DRILLED SHAFT PLAN SECTION DE TAIL 'A' NOTE 6" MIN. COVER ON SHAFT REINFORCEMENT. (REINFORCING STEEL NOT SHOWN FOR CLARITY) (ANCHOR BOLTS NOT SHOWN FOR CLARITY) MAST ARM ASSEMBLIES GENERAL NOTES 1. SIGNAL STRUCTURE MATERIALS SHALL BE AS FOLLOWS: UPRIGHT & ARM TRUSS -> STEEL PLATES -> WELD METAL -> BOL TS (EXCEPT ANCHOR BOL TS) -> ANCHOR BOLTS -> NUTS FOR ANCHOR BOLTS -> WASHERS FOR ANCHOR BOLTS -> HANDHOLE FRAME -> HANDHOLE COVER -> CAPS -> NUT COVERS -> STAINLESS STEEL SCREWS -> THREADED BARS / STUDS -> ASTM A500 GRADE 50 ASTM A56 E70XX ASTM A325 TYPE 1 ASTM F1554 GRADE 55 ksi ASTM A563 GRADE A HEAVY HEX ASTM F436 TYPE 1 ASTM A709 GRADE 36 ksi OR ASTM A36 ASTM A1011 GRADE 50, 55, 60, OR 65 ksi ASTM A1011 GRADE 50, 55, 60, OR 65 ksi OR ASTM 8209 ASTM 826 (319-F) AISI TYPE 316 ASTM A36 OR ASTM A307 2. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 KSI. 3. CONCRETE SHALL BE CLASS IV (DRILLED SHAFT) WITH A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4,000 psi FOR ALL ENVIRONMENTAL CLASSIFICATIONS. 4. NOT USED. 5. ALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIE T Y STRUCTURAL WELDING CODE (STEEL) ANSI/AWS D1.1 (CURRENT EDITION). 6. ALL NUTS, BOL TS, WASHERS, AND THREADED BARS/STUDS SHALL BE GALVANIZED IN ACCORDANCE WITH F2329. ALL OTHER STEEL ITEMS (INCLUDING UPRIGHT AND ARM) SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. ------------------ PRELIMINARY PLANS I I ,NOT FOR CONSTRUCTION; HSS 16 � UPRIGHT & DRILLED SHAFT If 1% "x28"x2'-4" 4-2%"O ANCHOR BOL TS 4`0"0 DRILLED SHAFT SEC TION C - C (REINFORCING STEEL NOT SHOWN FOR CL ARI T Y) rw��ry rrs� rvrr.��r-:��ya��,►,� rarer:ai�x� 8. EXCEPT FOR ANCHOR BOL TS, ALL BOL T HOLE DIAMETERS SHALL BE EQUAL TO THE BOL T DIAMETER PL US %6 ", HOLE DIAMETERS FOR ANCHOR BOL TS SHAL L NOT EXCEED THE BOL T DIAMETER PL US %2 ". 9. SIGN PANEL AND SIGNALS ATTACHED TO THE ARM TRUSS SHALL BE CENTERED IN ELEVATION ON THE ARM TRUSS. SIGN PANELS SHALL BE INTERNALLY ILLUMINATED. WIRE ACCESS HOLES SHALL NOT EXCEED 1Y2" IN DIAMETER EXCEPT AS NOTED. MOUNTING HARDWARE FOR SIGNALS AND SIGN PANEL SHALL BE PROVIDED BY THE VENDORS. 10. THE POLE SHALL BE INSTALLED VER TICAL L Y. CAMBER SHALL BE ACCOUNTED FOR IN THE MAST ARM CONNECTION AS DETAILED. 11, DESIGN ACCORDING TO FDOT STRUCTURES MANUAL (CURRENT EDITION). ALTERNATE DESIGNS FOR SPECIAL MAST ARM ASSEMBLIES ARE NOT ALLOWED. 12. PROVIDE "J", "S", OR "C" - HOOK AT TOP OF POLE FOR SIGNAL CABLE SUPPORT. 13. ARM TRUSS CAMBER ANGLE = 0.5' 14. DETAILS FOR THE GROUND ROD, SIGNAL HEAD ATTACHMENT, SIGN ATTACHMENT, AND FOUNDATION CONDUIT ARE NOT SHOWN FOR CL ARI T Y. 15. SEE INDEX 17745 FOR WELD INSPECTION NOTE. 16. SUBMIT SHOP DRAWINGS FOR REVIEW. INCLUDE VENDOR PROVIDED HARDWARE FOR MOUNTING TRAFFIC SIGNALS AND SIGNS. DRMP, INC. STATE OF FLORIDA 941 1Lk.rb, BALDww L .NE, ORLANDO, FL 52814 DL+PARTMEAT OF TRANSPORTATION 1'wo rn: (407) 596-0594. F.vN: (407) 896-4856 ROAD NO. COUNTY FINANCIAL PROJECT ID CERTrnoATF OF AUTHORIZATION No. 2648 PEETER MANNIK, P.E. 806 PALM BEACH 435299-1-52-01 LICENSE No. 39860 1 435299-1-52-02 HAS T ARM DETAILS (I OF 2) SHEET NO. 11 Z�:1V2" DIA. HEAVY HEX. BOLTS HSS 16x16x 8 COMPLETE WITH HEAVY HEX. UPRIGHT NUT AND LOCK WASHER (4 PER SLEEVE / ARM) --- ---------------------------- -- ---,I N -If - - - - - - - - - -- -T11 ---- _ _ _ _ _ _ _ _ _ - _ L If `N L- — — — — — — — — — — — — — — ------------- HSS ------------HSS 14x10X 8 HSS 12x8x8 ARM SLEEVE VIEW G -G I REMO VABL E TOP SEE INDEX NO. 17745 3„ 4,_6„ F 3„ Q) JIM -- FULL DOUBLE NUTS, TOP NUT MAY BE %2 HEIGHT 'JAM NUT' \ PROVIDE INDIVIDUAL NUT COVER (NOT SHOWN) FOR EACH BOLT. " PLATE WASHER � ~ WIRE SCREEN, SEE SPEC. 64 9 - 6 q I N g I DRILLED SHAFT 4� P-2" 7" 7" SECTION D -D 6" 6" 2" 2" 2V2 " DIA. ANCHOR BOL T THREADED 8" MIN. TOP AND BOTTOM HSS 16x16x8 UPRIGHT BASE TL' LEVELING NUT --� --- ---- ---- ----- - -�---I -- --- DRMP INC. N - ----- HAS S T ARM AAI L�JLIJI /1 sillL�d 11 - o DATE DESCRIPTION DATE DESCRIPTION– y4:I L.axr, B. aDwly CA.vE, ORLANDO, F'S 5287�i GRIND WELDS AT ------ ----- ------------------------- - - - -_ _ _ – – – – – – – – – PRELIMINARY PLANS TOP OF SLEEVES ROAD NO. COUNTY FINANCIAL PROJECT ID HANDHOL E @ 180 ° FL USH (TO ENSURE I HSS 12x 8x 8 FROM ARM SEE TIGHT FIT -UP I PALM BEACH 435299-1-52-0] ARM 12 (TYP.) SLEEVE I INDEX N0. 17745 I---- WITH HSS 14x10x a 435299-1-52-02 HSS 12x8x8 ------- 72-0007.039 Plotted By: TBuntz 712412014 3:34:59 PM 2V2" DIA. HOLE IN FULL PEN. SLEEVE (TYP) - - - -Q - STRUT COLUMN WALL AND TYP. lL' AT EACH SLEEVE x HSS 14x10x a HSS 14x10x8 I (DEBURRED) ") ARM ARM NJ -HSS 14x10x% N ARM (TYPICAL) If 1 "x15"x4'-6" (4) 1" DIA. VENT HOLES I (FOR GAL VANIZING) I I SECTION E -E ILE o - - - - - - - - -- - - - - - - - ---------- ----I v mil HSS 12xBx8fv/I I I SLEEVE N CAULK ALL TACK WELD NUT I HSS 16x16x8 I AROUND (TYP.) TO SLEEVE (TYP.) 8" UPRIGHT I I I HSS 16x16x 8 F I UPRIGHT P-4" ARM / SLEEVE DETAIL SECTION F -F REVISIONS DRMP INC. STATE OF FLORIDA DEPARTMRNT OF TRANSPORTATION HAS S T ARM AAI L�JLIJI /1 sillL�d 11 SHEET NO. DATE DESCRIPTION DATE DESCRIPTION– y4:I L.axr, B. aDwly CA.vE, ORLANDO, F'S 5287�i _ _ – – – – – – – – – PRELIMINARY PLANS T'woNR: (407) 596-0594. F.vN: 0167) 496-4456 ROAD NO. COUNTY FINANCIAL PROJECT ID I CERTiFnoATF OF AUTHORIZATION No. 2648 DETAILS (2 OF 2) ,NOT FOR CONSTRUCTION, PEETER MANNIK, P.E. 806 PALM BEACH 435299-1-52-0] 12 — — — — — — — — — — — — — — — — — LICENSE No. 39860 435299-1-52-02 72-0007.039 Plotted By: TBuntz 712412014 3:34:59 PM R:\Projects72\12-0007.039 SR806 at Venetian and Gleason-Trombone\Struct\Mi.cStrMastarm03.DGN LEGEND. @ BASELINE NAVD BLVD. BOULEVARD NGS (E) EASTING NO. FOOT FLORIDA DEPARTMENT OF TRANSPORTATION PI FND.FOUND P.S.M F.P.1. FINANCIAL PROJECT ID RT INC. INCORPORATED S.R. LB LICENSED BUSINESS STA. LT LEFT W/ MAG MAGNETIC PURPOSE OF SURVEYING, REFERENCING, DESCRIBING AND MAPPING THE (N) NORTHING N/A NOT APPLICABLE 5. NAD NORTH AMERICAN DATUM SPECIFIC PURPOSE SURVEY NORTH AMERICAN VERTICAL DATUM NATIONAL GEODETIC SURVEY NUMBER POINT OF INTERSECTION PROFESSIONAL SURVEYOR 8 MAPPER RIGHT STATE ROAD STATION WITH MAG NAIL AND DISK %" IRON ROD 8 CAP CONCRETE MONUMENT TRAVERSING THRU SECTION 16 TOWNSHIP 46 SOUTH, RANGE 43 EAST 375 380 P� 385 BEGIN PROJECT STA. 383+00°00 N 774617,399 E 963014,159 BEARINGS AND COORDINATES OF SECONDARY CONTROL POINTS A20 THROUGH A23 ARE RELATIVE TO THE STATE PLANECOORDINATES, FLORIDA EAST ZONE, NORTH AMERICAN DATUM (NAD) OF 1983 (1990 ADJUSTMENT). A BEARING OF NORTH 88045'09" EAST BEING ESTABLISHED BETWEEN POINTS C6 AND A19 AS SHOWN ON FDOT S.R,806 PROJECT NETWORK CONTROL F.P.I. 413840-1-52-01 BY ERDMAN ANTHONTY OF FLORIDA, INC. AS PROVIDED BY FDOT, COORDINATES FOR POINTS A20 THROUGH A23 WERE ESTABLISHED USING TRADITIONAL SURVEYING METHODS. w a z Q w z w w z 0 Q w CD END PROJECT STA. 388,25-00 N 774623°753 E 963539120 390 N 890 18' 23" E t SURVEY S.R. 806 (ATLANTIC AVENUE) 395 �o 0 0 N END SURVEY STA. 395+13.82 DATA SOURCE: FDOT R/W MAP SECTION NO. 93030-2506 FDOT S.R. 806 PROJECT NETWORK CONTROL F.P.I. 413840-I-52-01 2. ELEVATIONS ARE BASED UPON NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. SAID ELEVATIONS ARE THE RESULT OF LEVEL RUN BETWEEN C6 AND A19 AS SHOWN ON SAID FDOT S.R. 806 PROJECT NETWORK CONTROL. 3. PROJECT UNITS: U.S. SURVEY FEET. SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THIS SPECIFIC PURPOSE SURVEY WAS MADE FOR THE 4. FIELD BOOK REFERENCES: FDOT FIELD BOOK NO. 4319686. PURPOSE OF SURVEYING, REFERENCING, DESCRIBING AND MAPPING THE PRIMARY NETWORK CONTROL OR BASELINE FOR THE TRANSPORTATION FACILITY 5. GEOPAK ELECTRONIC DATABASE: JOB806.GPK DEPICTED HEREON AND THAT SAID SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS 6. THE BASELINE OF SURVEY AS SHOWN HEREON IS A PORTION OF THE BASELINE SHOWN AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT IN THE FDOT S.R. 806 PROJECT NETWORK CONTROL F.P.I. 413840-1-52-01 BY TO SECTION 472.027 FLORIDA STATUTES. THIS MAP CONSISTING OF SHEETS ERDMAN ANTHONTY OF FLORIDA, INC. AS PROVIDED BY FDOT. CTL -1 THROUGH CTL -2 IS A TRUE, ACCURATE AND COMPLETE DEPICTION OF THE RESULTS OF A FIELD SURVEY PERFORMED UNDER MY DIRECTION AND 7, THE BASELINE WAS NOT STAKED IN THE FIELD. COMPLETED ON AUGUST 20, 2013. 8. PROJECT LIMITS: S.R. 806(ATLANTIC AVENUE) AT THE INTERSECTIONS OF VENETIAN DRIVE AND GLEASON STREET, SURVEYOR: ADAM C. DAO P.S.M. NUMBER 6899 SHEET I OF 2 NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. REVISION S ADAM C. DAO, P.S.M. SURVEYOR LICENSE NUMBER 6899 STATE OF FLORIDA DEPARTMENT ®F TRANSPORTATION SHEET N0. DATE BY DESCRIPTION DATE BY DESCRIPTION CREECH ENGINEERS, INC. ROAD NO. COUNTY FINANCIAL PROJECT ID 7881SW ELLIPSE WAY PROJECT 1V/Li°J[°<rV'®RK CONTROL 806 PALM BEACH 435299-1-52-01 STUART, FL 34997 CTL -1 CERTIFICATE OF AUTHORIZATION LB -6705 435299-1-52-02 SPECIFIC PURPOSE SURVEY NAD 1983 (1990 ADJUSTMENT) SEE NOTE #1 POINT NAME(X) FASTING (Y) NORTHING SCALE FACTOR LATITUDE LONGITUDE BASELINE STATION OFFSET 0 ELEVATION DESCRIPTION A20 962573.907 774589.426 1.00004882 26 27 41.82400 80 03 48.40808 378.59.44 22.64 RT 10,605 SET MAG NAIL W/DISK STAMPED "LB6705 CREECH,INC. A20" A21 963014.835 774641.825 1.00004914 26 27 42.31108 80 03 43.55259 383+00.97 24.42 LT 1.690 SET MAG NAIL W/DISK STAMPED "LB6705 CREECH,INC. A21" A22 963523.601 774647.852 1.00004949 26 27 42.33398 80 03 37.95443 388.09.77 24.28 LT 1.866 SET MAG NAIL W/DISK STAMPED "LB6705 CREECH,INC. A22" A23 964269.844 774632.476 1.00005002 26 27 42.12765 80 03 29.74516 N/A N/A 13.570 SET MAG NAIL W/DISK STAMPED "LB6705 CREECH,INC. A23" PROJECT NETWORK CONTROL S.R.806 (ATLANTIC AVE.) F.P.I. 413840-1-52-01 A7 962597.168 774581.336 1.00004883 26 27 41.74220 80 03 48.15280 378+82.60 31.01 RT 9.147 FND. %/ IRON ROD 8 YELLOW FDOT CAP "FLA DOT %/ T" A19 963334.841 774654.734 1.00004936 26 27 42.41579 80 03 40.03070 386*21.11 33.45 LT 1.640 FND. MAGNETIC NAIL 8 WASHER C6 962310.057 774632.420 1.00004863 26 27 42.26880 80 03 51.30763 375+96.13 23.54 LT 12.864 FND. FDOT BRASS DISK IN CONC MON STAMPED "806 93 05 C06" SHEET 2 OF 2 R E V I S 10 N S ADAM C. DAO, P.S.M. STATE OF FLORIDA DATE BY DESCRIPTION DATE BY DESCRIPTION SURVEYOR LICENSE NUMBER 6899 SHEET CREECH ENGINEERS, INC. DEPARTMENT OF TRANSPORTATION 7�� / NETWORK ��y 7� �// 7� N0. 7881 SW ELLIPSE WAY ROAD NO. COUNTY FINANCIAL PROJECT ID P ®a//l[r°C ° 1V/Li°J[°l✓V' ®RJl�l CON °I[0®L STUART, FL 34997 806 PALM BEACH 435299-1-52-01 CTL -2 CERTIFICATE OF AUTHORIZATION LB -6705 435299-1-52-02 BORING No. B-1 BORING No. B-2 NORTHING 774638 NORTHING 774589 FASTING 963043 FASTING 963165 DATE 08/28/13 DATE 08/28/13 N TIA. ASPHALT 0 29 2. LIGHT BROWN/GRAY LIMEROCK WITH FINE SAND (GP) Q 5. LIGHT BROWN/GRAY FINE SAND (SP) NMC=91% 3 4. DARK BROWN MUCK (PT) OC -22% 8 5- 5. LIGHT BROWN/GRAY FINE SAND (SF) 7 /0 20 6. LIGHT BROWN/GRAY FINE SAND WITH SHELL FRAGMENTS (SF) Lu Lu 20 43 Z ti a 28 30 BORING TERMINATED @ DEPTH 25.0 FEET CASING TERMINATED @ DEPTH 23.5 FEET S.R. 8061ATLANTIC AVENUE AT VENETIAN DRIVE AND GLEASON STREET PSI PROJECT NO. 0397-617 N 1A. ASPHALT Q 28 0 2. LIGHT BROWN/GRAY LIMEROCK WITH FINE SAND (GF) s 2 5. LIGHT BROWN/GRAY FINE SAND (SP) 4. DARK BROWN MUCK (PT) 7- 4- 5 4 5. LIGHT BROWN/GRAY FINE SAND (SF) 7- 22- 6. 226. LIGHT BROWN/GRAY FINE SAND WITH SHELL FRAGMENTS (SP) 50- 37 BORING TERMINATED @ DEPTH 25.0 FEET CASING TERMINATED @ DEPTH 23.5 FEET 0 5' IO' VERTICAL SCALE HORIZONTAL N.T.S. El 30 0 F11 T1 m NOTES - PLANE COORDINATE DATA AT THE SPT BORING LOCATION WAS OBTAINED USING A HAND HELD GPS INSTRUMENT (GARMIN 6OCSX). THE DATA IS ACCURATE TO WITHIN 15 FEET NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE N FOR I2" PENETRATION �Z WATER TABLE AT TIME OF DRILLING 11 1 3 -INCH DIAMETER CASING USED (NW) DRILLED BY LUIS RODRIGUEZ (PSI) NMC NATURAL MOISTURE CONTENT (/ ) OC ORGANIC CONTENT (%) LEGEND I. ( TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES OF ROOTS (OL) ■ IA. ASPHALT ffl 2. LIGHT BROWN/GRAY LIMEROCK WITH FINE SAND (GP) , 3. LIGHT BROWN/GRAY FINE SAND WITH TRACES OF LIMEROCK } ... (SP) 4. DARK BROWN MUCK (PT) 5. LIGHT BROWN/GRAY FINE SAND (SP) F-1 6. LIGHT BROWN/GRAY FINE SAND WITH SHELL FRAGMENTS (SP) SPT NOTES AUTOMATIC HAMMER HAMMER WEIGHT 140 LBS. HAMMER DROP HEIGHT 30 INCHES TYPE OF HAMMER AUTOMATIC SPOON INSIDE DIAMETER 1.500 INCH SPOON INSIDE DIAMETER (AT OPENING) 1.375 INCH SPOON OUTSIDE DIAMETER 2.000 INCH TYPE OF RIG GME 55 R E V I S 10 N S STATE OF FLORID SHEET DATE DESCRIPTION DATE DESCRIPTION PROFESSIONAL SERVICE INDUSTRIES, Inc. (PSI) DEPARTMENT OF TRANSPORTATION CORE BORINGS NO. 7950 N.W. 64TH STREET, MIAMI, FL 33/66 ROAD N0. COUNTY FINANCIAL PROJECT ID REPORT O v�'®Rl[.e lC ORI 9� G'S PHONE: (3051 471-7725 - FAX: (305) 593-1915 CERTIFICATE OF AUTHORIZATION No. 3684 GR -1 ENGINEER OF RECORD: OHUROVA BADRI, P.E. No. 68718 806 PALM BEACH 425960-2-52-01 702628 9/6/2013 12:35:16 PM P:\,397 - Geo\2013 PROJECTS\0397-617 S.R. 806 Mast Arms (FDOT)(7WO #5OAMIcrostatlon\BIBOF AUTOMATIC HAMMER GRANULAR MATERIALS - SPT -N RELATIVE DENSITY (BLOWS/12-INCH) VERY LOOSE LESS THAN 3 LOOSE 3-8 MEDIUM DENSE 8-24 DENSE 24-40 VERY DENSE GREATER THAN 40 AUTOMATIC HAMMER SILTS AND CLAYS SPT -N CONSISTENCY ( BLOWS/12-INCH ) VERY SOFT LESS THAN I SOFT 1-3 FIRM 3-6 STIFF 6-12 VERY STIFF 12-24 HARD GREATER THAN 24 R E V I S 10 N S STATE OF FLORID SHEET DATE DESCRIPTION DATE DESCRIPTION PROFESSIONAL SERVICE INDUSTRIES, Inc. (PSI) DEPARTMENT OF TRANSPORTATION CORE BORINGS NO. 7950 N.W. 64TH STREET, MIAMI, FL 33/66 ROAD N0. COUNTY FINANCIAL PROJECT ID REPORT O v�'®Rl[.e lC ORI 9� G'S PHONE: (3051 471-7725 - FAX: (305) 593-1915 CERTIFICATE OF AUTHORIZATION No. 3684 GR -1 ENGINEER OF RECORD: OHUROVA BADRI, P.E. No. 68718 806 PALM BEACH 425960-2-52-01 702628 9/6/2013 12:35:16 PM P:\,397 - Geo\2013 PROJECTS\0397-617 S.R. 806 Mast Arms (FDOT)(7WO #5OAMIcrostatlon\BIBOF BORING No. B-3 BORING No. B-4 NORTHING 774643 NORTHING 774584 FASTING 963429 FASTING 963490 DATE 08/28/13 DATE 08/28/13 N IA. ASPHALT 0 17 3. LIGHT BROWN/GRAY FINE SAND WITH TRACES OF LIMEROCK SZ 3 (SP) NMC = 258% 2 4. DARK BROWN MUCK (FT) 0C j/% 5- 9— 5. LIGHT BROWN/GRAY FINE SAND (SP) /0- 21— -16. 6. LIGHT BROWN/GRAY FINE SAND WITH SHELL FRAGMENTS (SF) Lu 20 43 Z ti C) 30 S.R. 806/ATLANTIC AVENUE AT VENETIAN DRIVE AND GLEASON STREET PSI PROJECT NO. 0397-617 N I. ( TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES 0. OF ROOTS (OL) Q 14 3. LIGHT BROWN/GRAY FINE SAND WITH TRACES OF LIMEROCK 4 (SP) C=4/7% 2 4. DARK BROWN MUCK (PT) = 6/Y 6 6 5. LIGHT BROWN/GRAY FINE SAND (SF) 17- 6. LIGHT BROWN/GRAY FINE SAND WITH SHELL FRAGMENTS (SP) 40 26 El NOTES - PLANE COORDINATE DATA AT THE SPT BORING LOCATION WAS OBTAINED USING A HAND HELD GPS INSTRUMENT (GARMIN 6OCSX). THE DATA IS ACCURATE TO WITHIN 15 FEET NUMBERS TO THE LEFT OF BORINGS INDICATE SPT VALUE N FOR I2" PENETRATION �Z WATER TABLE AT TIME OF DRILLING 11 1 3 -INCH DIAMETER CASING USED (NW) DRILLED BY LUIS RODRIGUEZ (PSI) NMC NATURAL MOISTURE CONTENT (/ ) OC ORGANIC CONTENT (%) LEGEND I. ( TOPSOIL) DARK BROWN ORGANIC FINE SAND WITH TRACES OF ROOTS (OL) ■ IA. ASPHALT aOpD 2. LIGHT BROWN/GRAY LIMEROCK WITH FINE SAND (GP) } 3. LIGHT BROWN/GRAY FINE SAND WITH TRACES OF LIMEROCK 4. DARK BROWN MUCK (PT) 5. LIGHT BROWN/GRAY FINE SAND (SP) F -I 6. LIGHT BROWN/GRAY FINE SAND WITH SHELL FRAGMENTS (SP) 30 BORING TERMINATED @ BORING TERMINATED @ 30 SPT NOTES DEPTH 25.0 FEET DEPTH 25.0 FEET HAMMER WEIGHT 140 LBS. CASING TERMINATED @ CASING TERMINATED @ DEPTH 23.5 FEET DEPTH 23.5 FEET HAMMER DROP HEIGHT 30 INCHES TYPE OF HAMMER AUTOMATIC 0 5' IO' SPOON INSIDE DIAMETER 1.500 INCH SPOON INSIDE DIAMETER (AT OPENING) 1.375 INCH VERTICAL SCALE SPOON OUTSIDE DIAMETER 2.000 INCH HORIZONTAL N.T.S. TYPE OF RIG CME 55 R E V I S 10 N S STATE OF FLORID SHEET DATE DESCRIPTION DATE DESCRIPTION PROFESSIONAL SERVICE INDUSTRIES, Inc. ( PSI) DEPARTMENT OF TRANSPORTATION NO. 79N.W. 64TH STREET, MIAMI, FL 33166 ROAD N0. COUNTY FINANCIAL PROJECT lD PHONE: (305147/-7725 -FAX: (3051 593-1915 REPORT OF f®Rh BORINGS (� CERTIFICATE OF AUTHORIZATION No. 3684 R-2 ENGINEER OF RECORD: OHUROVA BADRI, P.E. No. 68718 806 PALM BEACH 425960-2-52-01 V 702628 9/6/2013 12:35:17 PM P:\,397 - Geo\2013 PROJECTS\0397-64 S.R. 806 Mast Arms (FDOT)(7WO #5OAMIcrostatlon\BIBOF AUTOMATIC HAMMER GRANULAR MATERIALS - SPT -N RELATIVE DENSITY ( BLOWS/12-INCH ) VERY LOOSE LESS THAN 3 LOOSE 3-8 MEDIUM DENSE 8-24 DENSE 24-40 VERY DENSE GREATER THAN 40 AUTOMATIC HAMMER SILTS AND CLAYS SPT -N CONSISTENCY ( BLOWS/12-INCH ) VERY SOFT LESS THAN I SOFT 1-3 FIRM 3-6 STIFF 6-12 VERY STIFF 12-24 HARD GREATER THAN 24 R E V I S 10 N S STATE OF FLORID SHEET DATE DESCRIPTION DATE DESCRIPTION PROFESSIONAL SERVICE INDUSTRIES, Inc. ( PSI) DEPARTMENT OF TRANSPORTATION NO. 79N.W. 64TH STREET, MIAMI, FL 33166 ROAD N0. COUNTY FINANCIAL PROJECT lD PHONE: (305147/-7725 -FAX: (3051 593-1915 REPORT OF f®Rh BORINGS (� CERTIFICATE OF AUTHORIZATION No. 3684 R-2 ENGINEER OF RECORD: OHUROVA BADRI, P.E. No. 68718 806 PALM BEACH 425960-2-52-01 V 702628 9/6/2013 12:35:17 PM P:\,397 - Geo\2013 PROJECTS\0397-64 S.R. 806 Mast Arms (FDOT)(7WO #5OAMIcrostatlon\BIBOF Coversheet MEMORANDUM TO: Mayor and City Commissioners FROM: Environmental Services Department THROUGH: Donald B. Cooper, City Manager DATE: January 29, 2015 Page 1 of 2 SUBJECT: AGENDA ITEM 8.G. -REGULAR COMMISSION MEETING OF FEBRUARY 24, 2015 RESOLUTION NO. 11-15 / FLORIDA DEPARTMENT OF TRANSPORTATION/ MAINTENANCE MEMORANDUM OF AGREEMENT: VENETIAN AND GLEASON SIGNAL BACKGROUND Consider execution of the Maintenance Memorandum of Agreement (MMOA) with the Florida Department of Transportation (FDOT) for the maintenance of the color coated trombone mast arm assemblies (including the upright pole and arm) installed under this project. The Color Coated Trombone Style Mast -Arms are located at the intersections of East Atlantic Avenue at Venetian Drive and Gleason Street (Project No. 14-077 and 14-078). FDOT requires a resolution (Resolution No. 11-15, Exhibit A) authorizing the Mayor to execute the MMOA (Exhibit B) on behalf of the City. On December 2, 2014) City Commission approved the Locally Funded Agreement with FDOT for the construction of the color coated painted trombone mast arm assemblies. This agreement addressed the cost differential between the standard mast arm (Palm Beach County standard mono -pole cantilever style) and the City's standard "trombone style" (matching Atlantic Avenue corridor) in the amount of $247,865.40. Installation of signals is tentatively scheduled for late summer 2015. DISCUSSION The item before the City Commission is an adoption of Resolution No. 11-15; and to consider execution of the MMOA with FDOT for the maintenance of the color coated painted trombone mast arm assemblies installed under this project. (Project No. 14-077 and 14-078). TIMING OF THE REQUEST http://agendas.mydelraybeach.com/Bluesheet.aspx?ItemID=8809&MeetingID=545 10/1/2015 Coversheet Page 2 of 2 This agreement is time sensitive in order to secure funding and keep the project on schedule. RECOMMENDATION Through a motion, adopt Resolution No. 11-15; and consider approval to execute the MMOA with FDOT for the maintenance of the color coated painted trombone mast arm assemblies installed under this project. (Project No. 14-077 and 14-078). http://agendas.mydelraybeach.com/Bluesheet.aspx?ItemID=8809&MeetingID=545 10/1/2015 RD p VISTA DEL MAR DRIVE w Li z 2E a THOMAS STREET NO ST. z ® J r J�� 0® Z 0 w mQ R I V Fz H O a w Q Z Q z a LOWRY STREET p ST ST. Q Z 0 O: O w Z } Ld Q o Q 0 3FT A T L A N T I C A V E N U E tU N o y a w M Z- 8=- a Q —� o o a Q 0 z rn o C) > a w a a c/) 04 LJ 'LLL -T� I I Z ST. Q o MIRAMAR DRIVE p ce 48 V 3 U Q a co C) > Q U O Z � O ct O � p � � W 3 � Z COCONUT ROW 0_ v ST. INGRAHAM A NU O J Z OCEAN TERR. Q W Q J H a NASSAU S T. -c 0 ST. BAY STREET 0 0 % Z O ?; DO o = 0 0 U LT � � CITY of DELRAY BEACH LOCATION MAP °ATE."/°sIli /zo,a ®d ENVIRONMENTAL SERVICES DEPARTMENT VENETIAN AND GLEASON OO©� 434 SOUTH 3WMON AVENUE, DELRAY BEACH, FLORIDA 33444