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HomeMy WebLinkAbout2008-009 (3)SECTION 00632 - CONTRACTOR'S FINAL CERTIFICATION OF THE WORK r (TO ACCOMPANY CONTRACTOR'S FINAL APPLICATION FOR PAYMENT) STATE OF _ COUNTY OF Personally before me the undersigned officer, authorized by the laws of said state to administer oaths, comes who on oath Indian River County, Florida, a political says: That he is the CONTRACTOR with whom subdivision of said state, did on the day of into a contract for the performance of certain work, more ,20, enter particularly described as follows: CR 512, PHASE IV ROADWAY IMPROVEMENTS r UNDER PENALTY OF PERJURY, affiant further says that said construction has been completed and the Contract therefore fully performed and final payment is now due and that all liens of all firms and individuals contracting directly with or directly employed by �r such CONTRACTOR have been paid in full EXCEPT: Name Description/Amount r who have not been paid and who are due the amount set forth. Affiant further says that: IN CONTRACTOR has reviewed the Contract Documents. r 2. CONTRACTOR has reviewed the Work for compliance with the Contract Documents. r 3. CONTRACTOR has completed the Work in accordance with the Contract Documents. r 4. All equipment and systems have been tested in the presence of the ENGINEER or his representative and are fully operational with no defects or deficiencies except as listed below. 5. The Work is complete and ready for final acceptance by the OWNER. 00632-1 F:1Engineering\Capital Projects\9611-CR 512 Widening19611 CR 512 PHASE MContract Documents100632 - Contractofs Final Certification REV 04-07.doc r DATE OF ISSUANCE: SECTION 00942 - Change Order Form No. EFFECTIVE DATE: OWNER: Indian River County CONTRACTOR Bid Number:2008012 r Project: CR 512, PHASE IV ROADWAY IMPROVEMENTS OWNER's Contract No. ENGINEER's Contract No. NIA ENGINEER IRC W r M M C r r W M You are directed to make the following changes in the Contract Documents: Description: Reason for Change Order: Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: Descri tion Amount Original Contract Price $ Net Increase (Decrease) from $ previous Change Orders No. Completion: to Final Contract Price prior to this $ Change Order: Net increase (decrease) of this $ Change Order: Substantial Contract Price with all approved $ Change Orders: Completion: ACCEPTED By: CONTRACTOR (Signature) r Date: CHANGE IN CONTRACT TIMES Description Time Original Contract Time: (days or dates) Substantial Completion: _ Final Completion: Net change from previous Change Orders No. _ to (days) Substantial Completion: Final Completion: Contract Time prior to this Change Order: (days or dates) Substantial Completion: Final Completion: Net increase (decrease) this Change Order: (days or dates) Substantial Completion: _ Final Completion: Contract Time with all approved Change Orders: (days or dates) Substantial Completion: Final Completion: RECOMMENDED: By: By: OWNER (Sig Date: 00942 - Change Order Form REV 04-07.doo 00942-1 F:\Engineering\Cap@al Pro*ds\9611-CR 512 Widening19611 CR 512 PHASE INConvact Documents\00942 -Change Order Fonn REV 04-07 doc M 0 IM SECTION 00946 - Field Order Form Field Change No.: DATE OF ISSUANCE: EFFECTIVE DATE: OWNER: Indian River County CONTRACTOR Bid Number: 2008012 Project: CR 512 PHASE IV ROADWAY IMPROVEMENTS OWNER's Contract No. ENGINEER's Contract No. NIA ENGINEER: IRC Field Activity Description: r • Reason for Change: to Recommended Disposition: w •r Field Operations Officer/ Engineer (Signature) Date • Disposition: Contractor's Onsite Supervisor (Signature) Date Distribution: Field Operations Officer Others as Required: w On-site Supervisor Project File * * END OF SECTION * * 00946 - Field Order Forth REV 04-07.doc F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE IV\Contract Documents\00946 - Field Order Form REV 04-07.doc r - DATE OF ISSUANCE: SECTION 00948 - Work Change Directive EFFECTIVE DATE: No. OWNER: Indian River County CONTRACTOR: Bid Number: 2008012 ' Project: CR 512, Phase IV Roadway Improvements OWNER's Contract No. ENGINEER'S Contract No. N/A ENGINEER: IRC r You are directed to proceed promptly with the following changes: Description: to Purpose of Work Change Directive: 177 Attachments: (List documents supporting change) • If OWNER or CONTRACTOR believe that the above change has affected Contract Price any Claim for a Change Order based thereon will involve one or more of the following methods as defined in the Contract Documents. Method of determining change in Contract Prices: Unit Prices w ❑ Lump Sum ❑ Other:_ ❑ By Change Order: Estimated increase (decrease) in Contract Price: If the change involves an increase, the estimated amount is not to be exceeded without further authorization. RECOM By: W (Authorized Method of determining change in Contract Times Q Contractor's Records Q Engineer's Records ❑ Other:_ ❑ By Change Order: Estimated increase (decrease) in Contract Times: Substantial Completion: days; Ready for Final Completion: _ days. If the change involves an increase, the estimated time is not to be exceeded without further authorization. AUTHORIZED: By: * * END OF SECTION * * Signature) 1r F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE IV\Contmct Documents\00948 - Work Change Directive REV 04-07.doc r r r r m LL DIVISION 1 GENERAL REQUIREMENTS DIVISION 1 GENERAL REQUIREMENTS r TITLE SECTION NO. r SPECIAL PROVISIONS 01009 FORCE ACCOUNT 01024 r FIELD ENGINEERING AND LAYOUT 01050 r REFERENCE STANDARDS 01091 GENERAL QUALITY CONTROL 01215 PROGRESS MEETINGS 01220 ,. CONSTRUCTION SCHEDULES 01310 SUBMITTAL OF SHOP DRAWINGS, PRODUCT r DATA AND SAMPLES 01340 r F.\Engineering\Capital Projects\9611.CR 512 Widening\9611 CR 512 PHASE MContrad DocumentsUVISION 1 GENERAL REOUIREMENTS.doc r CONSTRUCTION FACILITIES AND TEMPORARY r CONTROLS 01520 PROTECTION OF THE WORK AND PROPERTY 01541 r ACCESS ROADS, PARKINGS AREAS AND USE OF PUBLIC STREETS 01550 r TRANSPORTATION AND HANDLING OF MATERIALS 01610 AND EQUIPMENT r STORAGE OF MATERIAL AND EQUIPMENT 01611 SUBSTITUTIONS 01630 SITE CLEANUP AND RESTORATION 01710 r RECORD DOCUMENTS 01720 r F.\Engineering\Capital Projects\9611.CR 512 Widening\9611 CR 512 PHASE MContrad DocumentsUVISION 1 GENERAL REOUIREMENTS.doc r go r SECTION 01009 SPECIAL PROVISIONS r 1.1 GENERAL A. Visits to the construction site may be made by representatives of permitting or governing bodies. Submit details of all instructions from the above to the ENGINEER immediately. The Work will not be accepted by the OWNER until final acceptance has been received from the various Regulatory Agencies having jurisdiction. B. Furnish sufficient labor, construction equipment and materials, and work such hours, including night shifts and overtime operations, as may be necessary to insure the prosecution of the work in accordance with the approved progress schedule. If, in the opinion of the ENGINEER, the CONTRACTOR falls behind the progress schedule, take such steps as may be necessary to improve progress, all without additional cost to the OWNER. The ENGINEER shall be compensated for his overtime services in .. accordance with the Supplementary Conditions, SC -6.02. C. All salvageable material and equipment for which specific use, relocation or other r disposal is not specifically noted, shall remain the property of the OWNER and shall be delivered to the OWNER at the following location: 4550 41St Street, at the CONTRACTOR's expense. All material and equipment not in salvageable condition, as .. determined by the ENGINEER and the OWNER, shall be disposed of by the CONTRACTOR, at the CONTRACTOR's expense. +■ D. In addition to these Specifications all work must comply with the requirements of the local governing agency, St. Johns River Water Management District, Department of Environmental Protection, Corps of Engineers, Indian River Farms Water Control District, and all other applicable State or Federal agencies' specifications and permits. In the event of a conflict, the more stringent specification or requirement shall govern. E. Before performing any work outside the designated limits of the work site, secure any necessary permits and authorization from the applicable owner, or verify in writing that such has been previously obtained. Follow all requirements of any said permits or • authorization. Give the ENGINEER and appropriate owner ten (10) days minimum notice before commencing construction operations outside the designated limits of the work site. Adjacent property owners at time of bidding are listed below. an In 0 01009-1 01009 -Special Provisions i F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE IV\Contract Documents\01009 - Special Provisions.doc M SECTION 01024 r FORCE ACCOUNT 1.1 General CONTRACTOR shall furnish all labor, materials, equipment and incidentals r necessary to perform additional work not covered on the Contract Drawings. The force Account is intended as a contingency for unforeseen work. r 1.1 PAYMENT A. Lump sum amount for force account work is included in the bid schedule. .. The value of force account work will be determined in accordance with Article 12 of the General Conditions. M M M • M 1 + + END OF SECTION + + 01024- 1 F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MContract Documents\01024 - Force Account.doc M SECTION 01050 FIELD ENGINEERING AND LAYOUT am 1.1 GENERAL • A. The CONTRACTOR will furnish all construction staking for the project. All Field staking from control will be under the supervision of a Florida Registered Land ,. Surveyor. B. Develop and make all detail surveys and measurements needed for construction including but not limited to, slope stakes, batter boards, piling layouts and all other working lines, elevations and cut sheets. C. Keep a transit and leveling instrument on the site at all times and a skilled instrument man available whenever necessary for layout of the Work. .. D. Provide all material required for benchmarks, control points, batter boards, grade stakes, and other items. E. Be solely responsible for all locations, dimensions and levels. No data other r than written orders of the ENGINEER shall justify departure from the dimensions and levels required by the Drawings. F. Safeguard all points, stakes, grademarks, monuments and benchmarks made • or established on the Work, and reestablish same, if disturbed. Rectify all Work improperly installed because of not maintaining, not protecting or removing without authorization such established points, stakes, marks and monuments. G. When requested by the ENGINEER, provide such facilities and assistance as may be necessary for the ENGINEER to check line and grade points placed by the CONTRACTOR. Do no excavation or embankment work until all cross -sectioning necessary for determining pay quantities has been completed and checked by the ENGINEER. H. The cost of performing engineering and layout work described above shall be included in the contract unit prices for the various items of work to which it is incidental. No separate payment will be made for surveying or engineering. 1.2 SURVEY WORK AND QUALIFICATIONS OF SURVEYOR A. Prior to commencing work, the CONTRACTOR shall satisfy himself as to the accuracy of all survey and existing site information as indicated in the Contract Documents. Immediately notify the ENGINEER upon discovery of any errors, inaccuracies or omissions in the survey data. The commencing of any of the work by the CONTRACTOR shall be held as the CONTRACTOR's acceptance that all survey or existing site information is correct and accurate, without any reasonably inferable errors, inaccuracies or omissions. • 1=1 1050-1 01050 Field Engineering F.\Engineering\Capital Prcjec1s19611-CR 512 Widening19611 CR 512 PHASE MContmd Documents\01050 - Field Engineeringg doc 1=1 W I B. The CONTRACTOR shall carefully preserve all control stakes, benchmarks, reference points and property corners and will be responsible for any mistake or loss of time caused by their unnecessary loss or disturbance. If the loss or disturbance of the stakes or marks cause a delay in the Work, the CONTRACTOR shall have no claim for damages or extension of time. Control stakes, benchmarks, reference points and property corners disturbed by the CONTRACTOR's work shall be replaced by a Florida Registered Land Surveyor and Mapper, at the CONTRACTOR's expense. In the event the Owner must provide the services of the Florida Registered Surveyor and Mapper to perform this replacement work, the cost of the surveying services will be deducted from ,,. any sums due the CONTRACTOR for the work performed Under this Contract. C. All survey work shall be performed under the guidance and direction of a Florida up Registered Surveyor and Mapper. D. All survey work for Record Drawings shall be performed by a Florida Registered Surveyor and Mapper. 1_3 STATION BOARDS A. CONTRACTOR shall erect and maintain white/black standard FDOT station markers every 100 feet. r 1.4 LAYOUT OF STRIPING Establish by instrument, and mark the finished surface, the points necessary for r striping finished roadway in conformance with Section 5-7 of FDOT Standard Specifications. r M + + END OF SECTION + + W r^ of 1050-2 01050 Field Engineering r F:1EngineeringlCapital PrgeG \9611 -CR 512 Widening19611 CR 512 PHASE J=ontract Documents\01050-Field Engineering.doc No 7] r VA M r M r r M r W C] SECTION 01091 REFERENCE STANDARDS 1.1 GENERAL A. Whenever reference is made to the furnishing of materials or testing thereof to conform to the standards of any technical society, organization or body, it shall be construed to mean the latest standard, code, specification or tentative specification adopted and published at the date of advertisement for bids, unless noted otherwise in the Technical Specifications or on the Drawings. When a reference. standard is specified, comply with requirements and recommendations stated in that standard, except when they are modified by the Contract Documents, or when applicable laws, ordinances, rules, regulations or codes establish stricter standards. The list of specifications presented in Paragraph B is hereby made a part of the Contract, the same as if repeated herein in full. B. Reference to a technical society, organization, or body may be made in the Specifications by abbreviations; in accordance with the following list: AASHTO The American Association of State Highway and Transportation Officials ACI American Concrete Institute AGA American Gas Association AISC American Institute of Steel Construction AISI American Iron and Steel Institute ANSI American National Standards Institute ASCE American Society of Civil Engineers ASTM American Society for Testing and Materials AWPAAmerican Wood Preservers Association AWWA American Water Works Association AWS American Welding Society FED.SPEC. Federal Specifications 01091-1 01091 Reference Standards F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MConlracl Documents\01091 -Reference Standards.doc M W r�. r 01091-2 01091 Reference Standards P:\EngineeringSCapital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MContract Documents101091 -Reference Standards. doc CRSI Concrete Reinforcing Steel Institute FDEP/DEP Florida Department of Environmental Protection DNR Department of Natural Resources NCPI National Clay Pipe Institute NEMA National Electrical Manufacturers Association r NEC National Electric Code • NSPE National Society of Professional Engineers OSHA Occupational Safety and Health Administration • PCI Prestressed Concrete Institute FDOT/DOT Florida Department of Transportation U. L., Inc. Underwriter's Laboratories, Inc. r SSPC Steel Structures Painting Council ` SJRWMD St. Johns River Water Management District C. When no reference is made to a code, standard or specification, the standard specifications of ASTM, FDOT, or ANSI shall govern. D. In the event of a conflict between the specifications prepared by the ENGINEER and the above referenced specifications and standards, or any other regulatory specification or standard, the more stringent requirement prevails. + + END OF SECTION + + M W r�. r 01091-2 01091 Reference Standards P:\EngineeringSCapital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MContract Documents101091 -Reference Standards. doc No n W • SECTION 01215 GENERAL QUALITY CONTROL • 1.1 DESCRIPTION OF REQUIREMENTS A. Definitions: Specific quality control requirements for the work are indicated t., throughout the Contract Documents. The requirements of this section are primarily related to the performance of the work beyond the furnishing of manufactured products. The term "Quality Control' includes, but is not r necessarily limited to, inspection and testing and associat6d requirements. This section does not specify or modify the OWNER and ENGINEER duties relating to quality review and Contract surveillance. • 1.2 RESPONSIBILITY FOR INSPECTIONS AND TESTS +� A. Residual OWNER Responsibility: The OWNER will employ and pay for the services of independent testing laboratories to perform those required inspections and tests. • B. CONTRACTORS General Responsibility: No failure of test agencies, whether engaged by the OWNER or CONTRACTOR, to perform adequate inspections of tests or to properly analyze or report results, shall relieve the CONTRACTOR of responsibility for the fulfillment of the requirements of the Contract Documents. It is recognized that the required inspection and testing • program is intended to assist the CONTRACTOR, OWNER, ENGINEER, and . governing authorities in the nominal determination of probable compliance with requirements for certain crucial elements of work. The program is not intended • to limit the CONTRACTOR in his regular quality control program, as needed for general assurance of compliance. 1.3 QUALITY ASSURANCE A. General Workmanship Standards: It is a requirement that each category of `r tradesman or installer performing the work be pre -qualified, to the extent of being familiar with the applicable and recognized quality standards for his category of • work, and being capable of workmanship complying with those standards. 1.4 PRODUCT DELIVERY -STORAGE -HANDLING • Handle, store and protect materials and products, including fabricated components, by methods and means which will prevent damage, deterioration and losses (and resulting delays), thereby ensuring highest quality results as the performance of the work progresses. Control delivery schedules so as to minimize unnecessary long-term storage at the project site prior to installation. r 01215-1 01215 General Quality Control F9Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MContract Documents\01215 General Quality.doc J 1.5 PROJECT PHOTOGRAPHS/VIDEOS A. The CONTRACTOR shall make provisions, at his expense, for video tapes of all work areas just prior to construction, and for unusual conditions during construction. The videos shall show pertinent physical features along the line of construction. The purpose of the videos is to determine any damage to private or public property during construction. B. Pre -Construction Video: 1. Contractor shall provide the Owner with a video record and one copy of the existing conditions prior to construction. This video shall be a standard VHS cassette format, and shall be narrated. .r 2. The video shall include, but not be limited to, the following items shown in a clear manner: W W LJ W W CL 1) All existing features within the right-of-way. 2) All existing features within the temporary construction easement. 3) All existing features within permanent easements. 4) All existing features adjacent to any construction. 3. Detail of the video shall be such that the following examples shall be clear and visible: 1) Cracks in walls. 2) Condition of fencing. 3) Condition of planted areas and types of vegetation. 4) Condition of sodded areas. 5) Conditions of sprinkler systems and associated controls and wiring. 6) Condition of signs. 7) Conditions of lighting and associated wiring. 8) Significant detail of any pre-existing damages physical features shall be shown. The coverage of the video should include the limits of effects of the use of vibratory rollers. 9) This video record shall be presented to the Owner within 30 days of the Notice to Proceed. A copy shall be kept in the Contractor's field office. 10)Payment— No additional payment will be made for this work. + + END OF SECTION + + 01215-2 01215 General Quality Control F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MContract Documents\01215 General Quality.doc 73 SECTION 01220 PROGRESS MEETINGS • 1.1 SCOPE A. Date and Time: 1. Regular Meetings: As mutually agreed upon by ENGINEER and CONTRACTOR. 2. Other Meetings: On call. • B. Place: CONTRACTOR'S office at Project site or other mutually agreed upon location. C. ENGINEER shall prepare agenda, preside at meetings, and,prepare and distribute a transcript of proceedings to all parties. D. CONTRACTOR shall provide data required and be prepared to discuss all items on agenda. • 1.2 MINIMUM ATTENDANCE A. CONTRACTOR B. SUBCONTRACTOR: When needed for the discussion of a particular agenda item, CONTRACTOR r shall require representatives of Subcontractors or suppliers to attend a meeting. C. ENGINEER. • D. OWNER'S representative, if required. E. Utility Representatives F. Others as appropriate. G. Representatives present for each party shall be authorized to act on their behalf. 1.3 AGENDA w Agenda will include, but will not necessarily be limited to, the following: 1. Transcript of previous meeting. 2. Progress since last meeting. 3. Planned progress for next period. 4. Problems, conflicts and observations. 5. Change Orders. 6. Status of Shop Drawings. 7. Quality standards and control. • 8. Schedules, including off-site fabrication and delivery schedules. Corrective measures, if required. 9. Coordination between parties. 10. Safety concerns. 11. Other business. + + END OF SECTION + + 01220-1 01220 Progress Meetings P:\Engineenng\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE I\AContract Documents\01220 - Progress Meetings. doc r SECTION 01310 CONSTRUCTION SCHEDULES 1.1 GENERAL REQUIREMENTS A. No partial payments shall be approved by the ENGINEER until there is an ,. approved construction progress schedule on hand. B. Designate an authorized representative who shall be responsible for r development and maintenance of the schedule and of all progress and payment reports. This representative shall have direct project control and complete authority to act on behalf of the CONTRACTOR in fulfilling the r commitments of the CONTRACTOR's schedules. M n 1.2 REVISIONS TO THE CONSTRUCTION SCHEDULES When the ENGINEER requires the CONTRACTOR to submit revised (updated) progress schedules on a monthly basis the CONTRACTOR shall: A. Indicate the progress of each activity to the date of submission. r B. Show changes occurring since the previous submission listing: 1. Major changes in scope. 2. Activities modified since the previous submission. 3. Revised projections of progress and completion. 4. Other identifiable changes. " C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended and its effect. 3. The effect of changes on schedules of other prime contractors. r 1.3 SUBMISSION OF THE CONSTRUCTION SCHEDULES On or before the tenth day after the effective date of the Agreement, submit the initial schedules to the ENGINEER. The ENGINEER will review the schedules r and return a review copy to the CONTRACTOR within 21 days after receipt. If required by the ENGINEER, resubmit revised schedules on or before the seventh day after receipt of the review copy. If required by the ENGINEER, submit revised monthly progress schedules with that month's application for payment. 17 01310-1 01310 Construction Schedule F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE IV\Contract Documents\01310 -Construction r Schedule.doc J .. M 1.4 DISTRIBUTION OF THE CONSTRUCTION SCHEDULES A. After receiving approval by the ENGINEER, distribute copies of the approved initial schedule and all reviewed revisions (updated) to: 1. Job site file. 2. Subcontractors. 3. Other concerned parties. 4. OWNER (two copies). 5. ENGINEER r B. In the cover letter, instruct recipients to report promptly to the CONTRACTOR, in writing, any problems anticipated by the projections shown in the schedules. + + END OF SECTION + + F- 71 W W n n M 01310-2 01310 Construction Schedule F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE I\Acontract Documents101310 -Construction Schedule.doc M or 771 01340 - Submittal of Shop Drawings.doc Y 1.1 SCOPE A. Submit shop drawings, product data and samples as required by or inferred by the Drawings and Specifications. Submittals shall conform to the requirements of Article 6.17 of the General Conditions, Section 00700, and as described in this Section. 1.2 SHOP DRAWINGS r A. Shop drawings are original drawings, prepared by the CONTRACTOR, a subcontractor, supplier, or distributor, which illustrate some portion of the work; showing fabrication, layout, setting, or erection details. Shop .. drawings are further defined in Article 6.17, Section 00700. B. Shop drawings shall be prepared by a qualified detailer and shall be ow identified by reference to sheet and detail numbers on the Contract Drawings. W 1.3 PRODUCT DATA A. Product data are manufacturer's standard schematic drawings and r manufacturer's catalog sheets, brochures, diagrams, schedules, performance charts, illustrations, and other standard descriptive data. Product data are further defined in Article 6.17, Section 00700. r B. Modify standard drawings to delete information which is not applicable to the project and supplement them to provide additional information applicable to the project. C. Clearly mark catalog sheets, brochures, etc., to identify pertinent " materials, products, or models. .r 1.4 SAMPLES Samples are physical examples to illustrate materials, equipment, or workmanship and to establish standards by which work is to be evaluated. ` Samples are further defined in Article 6.17, Section 00700. M 01340 - Submittal of Shop Drawings.doc 01340-1 r F.\Engineenng\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE IV\Contract Documents\01340 -Submittal of Shop Drawings.doc fm r 01340 - Submittal of Shop Drawings.doc 1.5 CONTRACTOR'S RESPONSIBILITIES FOR SUBMITTAL OF SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 01340 -Submittal of Shop Drawings.doc 01340-2 r F9Engineering%Capital Pro)ects19611-CR 512 Wideningt9611 CR 512 PHASE IV1Contract Documents101340 - Submittal of Shop Drawings.doc A. The CONTRACTOR's responsibilities for submittal of shop drawings, product data, and samples are set forth in paragraph 6.17 of the General Conditions and as further explained herein. B. Prior to submission, thoroughly check shop drawings, product data, and samples for completeness and for compliance with the Contract Documents, verify all dimensions and field conditions, and coordinate the shop drawings with the requirements for other related work. Also review each shop drawing before submitting it to the ENGINEER to determine that it is acceptable in terms of the means, methods, techniques, r sequences and operations of construction, safety precautions and programs incidental thereto, all of which are the CONTRACTOR's responsibility. 1. It is CONTRACTOR'S responsibility to review submittals made by his suppliers and Subcontractors before transmitting them to ENGINEER to assure proper coordination of the Work and to determine that each submittal is in accordance with its desires and that there is sufficient information about materials and equipment for ENGINEER to determine compliance with the Contract " Documents. 2. Incomplete or inadequate submittals will be returned for revision without review. rt C. The CONTRACTOR's responsibility for errors and omissions in submittals is not relieved by the ENGINEER's review of submittals. The CONTRACTOR shall approve the shop drawings based on his in -the -field measurements, prior to submittal to the ENGINEER for his review. D. Notify the ENGINEER, in writing at the time of submission, of deviations in submittals from the requirements of the Contract Documents. The CONTRACTOR's responsibility for deviations in submittals from the ' requirements of the Contract Documents is not relieved by the ENGINEER's review of submittals, unless the ENGINEER gives written acceptance of specific deviations. E. Begin no work, which requires submittals until return of submittals with the ENGINEER's stamp and initials or signature indicating the submittal has been reviewed. 01340 -Submittal of Shop Drawings.doc 01340-2 r F9Engineering%Capital Pro)ects19611-CR 512 Wideningt9611 CR 512 PHASE IV1Contract Documents101340 - Submittal of Shop Drawings.doc W 01340 - Submittal of Shop Drawings.doc A. Submit to: Indian River County Michael D. Nixon, P.E. .. Engineering Division 1801 27th Street Vero Beach, FL 32960 r B. A letter of transmittal shall accompany each submittal. If data for more than one Section of the Specifications is submitted, a separate transmittal +■ letter shall accompany the data submitted for each Section. C. At the beginning of each letter of transmittal, provide a reference heading r indicating the following: 1. OWNER'S Name 2. Project Name 3. Contract Number 4. Transmittal Number 5. Section Number r D. All submittals shall have a title block with complete identifying information satisfactory to the ENGINEER. The following is a sample Submittal Form that the CONTRACTOR may use: [The remainder of this page has been left blank intentionally] W as W W 01340 - Submittal of Shop Drawings.doc 01340-3 FAEngineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE IV\Contract Documents\01340 - Submittal of Shop Drawings.doc F 77 W mij r so W r 0 M r W an 01340 - Submittal of Shop Drawinas.doc 01340 - Submittal of Shop Drawings.doc 01340-4 r F:\Engineering\Capital Projects19611-CR 512 Wdening19611 CR 512 PHASE MContract Documents\01340 - Submittal of Shop Drawmgs.doc ..r CONTRACTOR SUBMITTALS SUBMITTAL NO. Contractor: Date Sent to County No. Copies Sent to County ❑ Original Submittal ❑ Re -Submittal ❑ Shop Drawing ❑ Cut Sheet ❑ Other Description: Sub -Contractor: Remarks: *********************************************************** Reviewing Agency: (As checked below) Date Received Date Returned No. Copies Ret'd ❑ I R C Engineering Div. ❑ I R C Utilities Services Remarks: * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * IRC Engineering Division Date Rec'd from Contractor Michael D. Nixon, P.E. Date Ret'd to Contractor 1801 27th Street No. Copies Ret'd Vero Beach, FI. 32960 Remarks: Distribution of Copies: IRC Engineering Division Office File Field Office File 01340 - Submittal of Shop Drawings.doc 01340-4 r F:\Engineering\Capital Projects19611-CR 512 Wdening19611 CR 512 PHASE MContract Documents\01340 - Submittal of Shop Drawmgs.doc ..r • 01340 - Submittal of Shop Dmwings.doc 01340-5 _ F:\EngineerinMCapital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MContract Documents101340 -Submittal of Shop Drawings.doc 01340 - Submittal of Shop Drawings.doc E. All submittals shall bear the stamp of approval and signature of CONTRACTOR as evidence that they have been reviewed by CONTRACTOR. Submittals without this stamp of approval will not be reviewed by the ENGINEER and will be returned to CONTRACTOR. F. Assign a number to each submittal starting with No. 1 and thence numbered consecutively. Identify resubmittals by the original submittal number followed by the suffix "A" for the first resubmittal, the suffix "B" for the second resubmittal, etc. G. Initially submit to ENGINEER a minimum of six (6) copies of all submittals that are on 11 -inch by 17 -inch or smaller sheets (no less than 8 1/2 -inch x 11 -inch), and one unfolded sepia and 2 prints made from that sepia for all submittals on sheets larger than 11 -inch by 17 -inch. H. After ENGINEER completes his review, Shop Drawings will be marked with one of the following notations: f. 1. Approved 2. Approved as Corrected 3. Approved as Corrected - Resubmit • 4. Revise and Resubmit 5. Not Approved I. If a submittal is acceptable, it will be marked "Approved" or "Approved as Corrected". Three (3) prints or copies of the submittal will be returned to CONTRACTOR. J. Upon return of a submittal marked "Approved" or "Approved as Corrected", CONTRACTOR may order, ship or fabricate the materials included on the submittal, provided it is in accordance with the corrections r indicated. K. If a Shop Drawing marked "Approved as Corrected" has extensive " corrections or corrections affecting other drawings or Work, ENGINEER may require that CONTRACTOR make the corrections indicated thereon and resubmit the Shop Drawings for record purposes. Such drawings will ` have the notation, "Approved as Corrected - Resubmit." L. If a submittal is unacceptable, three (3) copies will be returned to • CONTRACTOR with one of the following notations: 1. 'Revise and Resubmit' 2. "Not Approved" • 01340 - Submittal of Shop Dmwings.doc 01340-5 _ F:\EngineerinMCapital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MContract Documents101340 -Submittal of Shop Drawings.doc 01340 - Submittal of Shop Drawings.doc M. Upon return of a submittal marked "Revise and Resubmit", make the corrections indicated and repeat the initial approval procedure. The "Not r Approved" notation is used to indicate material or equipment that is not acceptable. Upon return of a submittal so marked, repeat the initial r approval procedure utilizing acceptable_ material or equipment. N. Any related Work performed or equipment installed without an "Approved" or "Approved as Corrected" Shop Drawing will be at the sole responsibility of the CONTRACTOR. r O. Submit Sop Drawings well in advance of the need for'the material or equipment for construction and with ample allowance for the time required to make delivery of material or equipment after data covering such is r approved. CONTRACTOR shall assume the risk for all materials or equipment which is fabricated or delivered prior to the approval of Shop Drawings. Materials or equipment will not be included in periodic progress r., payments until approval thereof has been obtained in the specified manner. r P. ENGINEER will review and process all submittals promptly, but a reasonable time should be allowed for this, for the Shop Drawings being revised and resubmitted, and for time required to return the approved r Shop Drawings to CONTRACTOR. Q. Furnish required submittals with complete information and accuracy in MP order to achieve required approval of an item within three submittals. All _ costs to ENGINEER involved with subsequent submittals of Shop Drawings, Samples or other items requiring approval, will be back -charged • to CONTRACTOR in accordance with the General Conditions and the Supplementary Conditions. If the CONTRACTOR requests a substitution for a previously approved item, all of ENGINEER'S costs in the reviewing and approval of the substitution will be back -charged to CONTRACTOR unless the need for such substitution is beyond the control of CONTRACTOR. r + + END OF SECTION + + UP W a 01340 - Submittal of Shop Drawings.doc 01340-6 FAEngineeringZapitaI Projects19611-CR 512 Widening19611 CR 512 PHASE MContract Documenti;V340 -Submittal of Shop Drawings. doe r J M SECTION 01520 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS 1.1 SCOPE A. Provide all construction equipment and -facilities and temporary controls required to satisfactorily complete the work represented on the Drawings and described in the Specifications. 1.2 RESPONSIBILITY r A. All construction facilities and temporary controls remain the property of the Contractor establishing them and shall be maintained in a safe and useful condition until removed from the construction site. r B. All false work, scaffolding, ladders, hoistways, braces, pumps, roadways, sheeting, forms, barricades, drains, flumes, and the like, any of which may be needed in construction of any part of the work and which are not herein described or specified in detail, must be furnished, maintained and removed by the CONTRACTOR, who is responsible for the safety and efficiency of such work and for any damage that may result from their failure or from their improper construction, maintenance or operation. C. In accepting the Contract, the CONTRACTOR assumes full responsibility for the sufficiency and safety of all hoists, cranes, temporary structures or work and for any damage which may result from their failure or their improper construction, maintenance or operation and will indemnify and save harmless the OWNER and ENGINEER from all claims, suits or actions and damages or costs of every description arising by reason of failure to comply with the above provision. 1.3 TEMPORARY UTILITIES AND SERVICES r A. TEMPORARY WATER 1. Provide a temporary water service as required for all construction purposes and pay for all water used. 2. Furnish potable drinking water in suitable dispensers and with cups for use of all employees at the job. 3. Provide all temporary piping, hoses, etc., required to transport water to the point of usage by all trades. 4. When temporary water service is no longer required, remove all temporary water lines. 01520-1 FAEngineering\Capital Projects\9611-CR 512 Widening0611 CR 512 PHASE MContract Documents101520 -Construction go Facilities.doc r "' SECTION 01520 CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS r B. TEMPORARY SANITARY FACILITIES 1. Provide temporary toilet facilities separate from the job office. Maintain these during the entire .period of construction under this Contract for the use of all construction personnel on the job. Provide enough chemical toilets to conveniently serve the needs of ., all personnel. Properly seclude toilet facilities from public observation. 2. Chemical toilets and their maintenance shall meet the requirements r of State and local health regulations and ordinances. Immediately correct any facilities or maintenance methods failing to meet these requirements. Upon completion of work, remove the facilities from w the premises. 1.4 SECURITY Full time watchmen will not be specifically, required as a part of the Contract, but the CONTRACTOR shall provide inspection of work area daily and shall take as whatever measures are necessary to protect the safety of the public, workmen, and materials, and provide for the security of the site, both day and night. W 1.5 TEMPORARY CONTROLS Take all necessary precautions to control dust and mud associated with the work of this Contract. In dry weather, spray dusty areas daily with water in order to control dust. Take necessary steps to prevent the tracking of mud onto adjacent streets and highways. 1.6 REMOVAL OF TEMPORARY CONSTRUCTION FACILITIES Remove the various temporary facilities, services, and controls and legally dispose of them as soon as the work is complete. The areas of the site used for temporary facilities shall be properly reconditioned and restored to a condition acceptable to the OWNER. + + END OF SECTION + + 0 01520-2 FAEngineering\Capital Projects\9611-CR 512 Widening\9617 CR 512 PHASE IV\Contract Documents\01520 -Construction 40 Facilities.doc aw so 1.1 GENERAL SECTION 01541 PROTECTION OF THE WORK AND PROPERTY • A. CONTRACTOR shall be responsible for taking all precautions, providing all programs, and taking all actions necessary to protect the Work and all public and private property and facilities from damage as specified in the General Condi- tions and herein. B. In order to prevent damage, injury or loss, CONTRACTOR'S actions shall include, but not be limited to, the following: 1. Store apparatus, materials, supplies, and equipment in an orderly, safe manner that will not unduly interfere with the progress of the Work or the Work of any other Contractor or utility service company. 2. Provide suitable storage facilities for all materials, which are subject to injury by exposure to weather, theft, breakage, or otherwise. ` 3. Place upon the Work or any part thereof, only such loads as are consistent with the safety of that portion of the Work. 4. Clean up frequently all refuse, rubbish, scrap materials, and debris caused ` by construction operations, so that at all times, the site of the Work presents a safe, orderly, and workmanlike appearance. 5. Provide barricades and guard rails around openings, for scaffolding, for ` temporary stairs and ramps, around excavations, elevated walkways and other hazardous areas. C. Except after written consent from proper parties, do not enter or occupy privately -owned land with men, tools, materials or equipment, except on easements provided herein. D. Assume full responsibility for the preservation of all public and private property or facility on or adjacent to the site. If any direct or indirect damage is done by or on account of any act, omission, neglect or misconduct in the execution of the Work by the CONTRACTOR, it shall be restored by the CONTRACTOR, at its �. expense, to a condition equal to or better than that existing before the damage was done. M 1.2 BARRICADES AND WARNING SIGNALS Where Work is performed on or adjacent to any roadway, right-of-way, or public r place, provide barricades, fences, lights, warning signs, danger signals, and watchmen, and take other precautionary measures for the protection of persons or property and of the Work. Paint barricades so they are visible at night. From sunset to sunrise, furnish and maintain at least one light at each barricade. Erect sufficient barricades to keep vehicles from being driven on or into Work under construction. Furnish watchmen in sufficient numbers to protect the Work. CONTRACTOR's r responsibility for the maintenance of barricades, signs, lights, and for providing watchmen shall continue until OWNER accepts the Project. 01541-1 F1Engineering\Capital Projects\9611-CR 512 WdeningV9611 + CR 512 PHASE IV\Contract Documents\01541 - Protection of Property.doc SECTION 01541 PROTECTION OF THE WORK AND PROPERTY • 1.3 TREE AND PLANT PROTECTION A. Protect existing trees, shrubs and plants on or adjacent to the site that are shown • or designated to remain in place against unnecessary cutting, breaking or skinning of trunk, branches, bark or roots. • B. Do not store or park materials or equipment within the drip line. C. Install temporary fences or barricades to protect trees and plants in areas subject to traffic. D. Fires shall not be permitted under or adjacent to trees and plants r E. Within the limits of the Work, water trees and plants that are to remain, in order F9EngineedngZapital Projects19611-CR512 Widening49611 to maintain their health during construction operations. PHASE IVtContract DocumentsW1541 -Protection of Property.doc F. Cover all exposed roots with burlap and keep it continuously wet. Cover all exposed roots with earth as soon as possible. Protect root systems from • mechanical damage and damage by erosion, flooding, run-off or noxious materials in solution. • G. If branches or trunks are damaged, prune branches immediately and protect the cut or damaged areas with emulsified asphalt compounded specifically for horticultural use. • H. Remove all damaged trees and plants that die or suffer permanent injury and replace them with a specimen of equal or better quality. r, I. Coordinate Work in this Section with requirements of other sections herein. • 1.4 PROTECTION OF IRRIGATION The CONTRACTOR shall be responsible for maintaining in good condition all • irrigation systems within the easements, which could be damaged by construction activities. The CONTRACTOR shall repair any irrigation systems ., damaged by construction activities within two (2) days. Irrigation systems partially within the right-of-way of Kings Highway and all intersecting side streets within project limits may be cut off and capped or connected to same system to • maintain functionality. The CONTRACTOR shall be responsible for maintaining the functionality of the remaining portion of the system if it should fall outside of the right-of-way. • r✓ 1.5 PROTECTION OF EXISTING STRUCTURES 01541-2 F9EngineedngZapital Projects19611-CR512 Widening49611 CR 512 PHASE IVtContract DocumentsW1541 -Protection of Property.doc r SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 01541-3 A. Underground Structures: r CR 1. Underground structures are defined to include, but not be limited to, all .. sewer, water, gas, and other piping, and manholes, chambers, electrical Documents\01541 conduits, tunnels and other existing subsurface work located within or adja- of Property.doc cent to the limits of the Work. 2. All underground structures known to ENGINEER except service connections for water, sewer, electric, and telephone are shown. This information is shown for the assistance of CONTRACTOR in accordance with the best " information available, but is not guaranteed to be correct or complete. The existing utilities shown on the Contract Drawings are located according to the information available to the ENGINEER at the time jhe Drawings were prepared and have not been independently verified by the OWNER or the ENGINEER. Guarantee is not made that all existing underground utilities are shown or that the locations of those shown are accurate. The locations shown are for bidding purposes only. Finding the actual location of any existing utilities is the CONTRACTOR's responsibility and shall be done before it commences any work in the vicinity. Furthermore, the CONTRACTOR shall be fully responsible for any and all damages, which might be occasioned by the CONTRACTOR's failure to exactly locate and preserve any and all underground utilities. The OWNER or ENGINEER will assume no liability for any damages sustained or costs incurred because of the CONTRACTOR's operations in the vicinity of existing utilities or structures, nor for temporary bracing and shoring of same. If it is necessary to shore, brace, or swing a utility, contact the utility company or department affected and obtain their permission regarding the method to use for such work. i 3. Contact the various utility companies which may have buried or aerial utilities within or near the construction area before commencing work. Provide 48 hours minimum notice to all utility companies prior to beginning construction. 4. Schedule and execute all work involving existing utilities in order to minimize r necessary interruption of services. Whenever such interruption is necessary for completion of the work, notify the ENGINEER and the appropriate utility at least 48 hours in advance. Perform all work to repair/restore utility .. service to the satisfaction of the appropriate utility. Include all costs related to service maintenance, interruption, and restoration in the appropriate line item in the Contract. .. 5. Where it is necessary to temporarily interrupt house or business services, the CONTRACTOR shall notify the owner or occupant, both before the interruption (24-hour minimum), and again immediately before service is resumed. Before disconnecting and pipes or cables, the CONTRACTOR shall obtain permission from their owner, or shall make suitable arrangement for their disconnection by their owner. • 6. Explore ahead of trenching and excavation work and uncover all obstructing underground structures sufficiently to determine their location, to prevent 01541-3 F\Englneering\Capital Projects\9611-CR 512 Widening19611 r CR 512 PHASE MContract Documents\01541 - Protection of Property.doc n 0 r M SECTION 01541 PROTECTION OF THE WORK AND PROPERTY damage to them and to prevent interruption of the services which such structures provide. If CONTRACTOR damages an underground structure, restore it to original condition at CONTRACTOR's expense. 7. Necessary changes in the location of the Work may be made by ENGINEER, to avoid unanticipated underground structures. 8. If permanent relocation of an underground structure or other subsurface facility is required and is not otherwise provided for in the Contract Documents, ENGINEER will direct CONTRACTOR in writing to perform the Work, which shall be paid for under the provisions of Article 11 of the General Conditions. B. Surface Structures: Surface structures are defined as structures or facilities above the ground surface. Included with such structures are their foundations and any extension below the surface. Surface structures include, but are not limited to, buildings, tanks, walls, bridges, roads, dams, channels, open drainage, piping, poles, wires, posts, signs, markers, curbs, walks and all other facil- ities that are visible above the ground surface. M M 1.6 DAMAGE TO EXISTING STRUCTURES AND UTILITIES 01541-4 F\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MContract Documents\01541 - Protection of Property.doc C. Protection of Underground and Surface Structures: 1. Sustain in their places and protect from direct or indirect injury, all underground and surface structures located within or adjacent to the limits of the Work. Such sustaining and supporting shall be done carefully, and as required by the party owning or controlling such structure. Before proceeding with the work of sustaining and supporting such structure, satisfy the ENGINEER that the methods and procedures to be used have been approved by the party owning same. AV 2. Assume all risks attending the presence or proximity of all underground and - surface structures within or adjacent to the limits of the Work. CONTRACTOR shall be responsible for all damage and expense for direct or indirect injury caused by its Work to any structure. CONTRACTOR shall repair immediately all damage caused by his work, to the satisfaction of the OWNER of the damaged structure. W, D. All other existing surface facilities, including but not limited to, guard rails, posts, guard cables, signs, poles, markers, and curbs which are temporarily removed to facilitate installation of the Work shall be replaced and restored to their original condition at CONTRACTOR'S expense. M M 1.6 DAMAGE TO EXISTING STRUCTURES AND UTILITIES 01541-4 F\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MContract Documents\01541 - Protection of Property.doc r SECTION 01541 PROTECTION OF THE WORK AND PROPERTY .. A. The CONTRACTOR shall be responsible for and make good all damage to pavement beyond the limits of this Contract, buildings, telephone or other cables, water pipes, sanitary pipes, or other structures which may e encountered, .r whether or not shown on the Drawings. B. Information shown on the Drawings as to the location of existing utilities has been prepared from the most reliable data available to the Engineer. This information is not guaranteed, however, and it shall be this CONTRACTOR's responsibility to determine the location, character and depth of any existing utilities. He shall assist the utility companies, by every means possible to determine said locations. Extreme caution shall be exercised to eliminate any possibility of any damage to utilities resulting from his activities. r 1.7 ADJUSTMENTS OF UTILITY CASTINGS, COVERS AND BOXES A. All existing utility castings, including valve boxes, junction boxes, manholes, pull boxes, inlets and similar structures in the areas of construction that are to remain in service shall be adjusted by the CONTRACTOR to bring them flush with the surface of the finished work. B. The CONTRACTOR shall coordinate the utilities to ensure proper construction ` sequencing. CONTRACTOR shall make available survey reference markers to the various utility companies. • ON M -1 + + END OF SECTION + + M • M in 01541-5 F?Engineenng\Capital Projects0611-GR 512Widening\9611 T CR 512 PHASE IV\Contract DocumentsV541 -Protection of Property.doc ;J GENERAL SECTION 01550 ACCESS ROADS, PARKING AREAS AND USE OF PUBLIC STREETS A. Provide all temporary construction roads, walks and parking areas required +. during construction and for use of emergency vehicles. Design and maintain temporary roads and parking areas so they are fully usable in all weather conditions. r B. Prevent interference with traffic and the OWNER's operations on existing roads. Indemnify and save harmless the OWNER from any expenses caused by CONTRACTOR's operations over these roads. C. Roadways damaged by CONTRACTOR shall be restored to their original condition by the CONTRACTOR subject to approval of the OWNER or ENGINEER. D. Remove temporary roads, walks and parking areas prior to final acceptance and return the ground to its original condition, unless otherwise required by the Contract Documents. 1.2 USE OF PUBLIC STREETS The use of public streets and alleys shall be such as to provide a minimum of inconvenience to the public and to other traffic. Any earth or other excavated material spilled from trucks shall be removed immediately by the CONTRACTOR and the streets cleaned to the satisfaction of the Owner. r 1.3 USE OF PUBLIC STREETS FOR HAUL ROADS A. Prior to construction, the CONTRACTOR shall designate all proposed haul roads to be used during the life of the project. Any earth or other materials spilled from trucks shall be removed by the CONTRACTOR and streets cleaned to the satisfaction of the Owner. He further shall be responsible for repairs to any damages caused by his operations, prior to final payment. 01550 Access Roads 01550-1 F:\Engineering\CapitalProjects\9611-CR512W-idening\9611 CR 512 PHASE MContract Documents\01550 - Access Roads.doc r= M SECTION 01550 ACCESS ROADS, PARKING AREAS r AND USE OF PUBLIC STREETS B. All trucks carrying earth shall be covered while moving with an appropriate tarpaulin. Should trucks hauling earth fail to cover their loads, the ,., CONTRACTOR will be given two (2) written warnings, after which the CONTRACTOR shall pay a fine of $50 per uncovered truck to the Owner when invoked by the Owner to Owner's Engineer. All cleanup shall be the responsibility of the CONTRACTOR. C. All trucks/moving equipment shall have backup warning horns in proper r working order while on the job site. r ++ END OF SECTION ++ W M W M r7l 01550 Access Roads 01550-2 F:\Enginee6ng\Cap1ta1 Projects\9611-CR 512 Widening\9611 CR 512 PHASE IV\Contrac[ Documents\01550 - Access Roads.doc M W M r SECTION 01610 TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT r 1.1 GENERAL • A. Make all arrangements for transportation, delivery and handling of equipment and materials required for prosecution and completion of the Work. r B. Shipments of materials to CONTRACTOR or Subcontractors shall be delivered to the site only during regular working hours. Shipments shall be addressed and r consigned to the proper party giving name of Project, street number and city. Shipments shall not be delivered to OWNER except where otherwise directed. r C. If necessary to move stored materials and equipment during construction, CONTRACTOR shall move or cause to be moved materials and equipment without any additional compensation. 1.2 DELIVERY • A. Arrange deliveries of products in accord with construction schedules and in ample time to facilitate inspection prior to installation. • B. Coordinate deliveries to avoid conflict with Work and conditions at site and to accommodate the following: 1. Work of other contractors, or OWNER. • 2. Limitations of storage space. 3. Availability of equipment and personnel for handling products. 4. OWNER'S use of premises. r C. Do not have products delivered to project site until related Shop Drawings have been approved by the ENGINEER. r D. Do not have products delivered to site until required storage facilities have been r provided. E. Have products delivered to site in manufacturer's original, unopened, labeled • containers. Keep ENGINEER informed of delivery of all equipment to be incorporated in the Work. 01610-1 F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MContract Documents\01610 - Transportation and r Handling of Materials and Equipment.doc VW W r SECTION 01610 TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT 0 F. Partial deliveries of component parts of equipment shall be clearly marked to I, identify the equipment, to permit easy accumulation of parts, and to facilitate assembly. r G. Immediately on delivery, inspect shipment to assure: 1. Product complies with requirements of Contract Documents and reviewed submittals. .r 2. Quantities are correct. 3. Containers and packages are intact, labels are legible. 4. Products are properly protected and undamaged. i 1.3 PRODUCT HANDLING •r A. Provide equipment and personnel necessary to handle products, including those provided by OWNER, by methods to prevent soiling or damage to products or packaging. r B. Provide additional protection during handling as necessary to prevent scraping, marring or otherwise damaging products or surrounding surfaces. C. Handle products by methods to prevent bending or overstressing. D. Lift heavy components only at designated lifting points. E. Materials and equipment shall at all times be handled in a safe manner and as recommended by manufacturer or supplier so that no damage will occur to them. Do not drop, roll or skid products off delivery vehicles. Hand carry or use r suitable materials handling equipment. + + END OF SECTION + + r J 01610-2 FAEngineeringSCapital Projects19611-CR 512 Widening\9611 CR 512 PHASE I\AContract Documents\01610 - Transportation and i Handling of Materials and Equipment.doc W M SECTION 01611 _ STORAGE OF MATERIAL AND EQUIPMENT 1.1 GENERAL A. Store and protect materials and equipment in accordance with manufacturer's recommendations and requirements of Specifications. B. Make all arrangements and provisions necessary for the storage of materials and equipment. Place all excavated materials, construction equipment, and materials and equipment to be incorporated into the Work, 'so as not to injure any part of the Work or existing facilities, and so that free access can be had at all times to all parts of the Work and to all public utility installations in the vicinity ,. of the Work. Keep materials and equipment neatly and compactly stored in locations that will cause a minimum of inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. Arrange storage in a • manner to provide easy access for inspection. C. Areas available on the construction site for storage of material and equipment .. shall be as shown or approved by the ENGINEER. D. Store materials and equipment which are to become the property of the r• OWNER to facilitate their inspection and insure preservation of the quality and fitness of the Work, including proper protection against damage by extreme temperatures and moisture. E. Do not use lawns, grass plots or other private property for storage purposes without written permission of the OWNER or other person in possession or control of such premises. F. CONTRACTOR shall be fully responsible for loss or damage to stored materials • and equipment. G. Do not open manufacturers containers until time of installation unless recommended by the manufacturer or otherwise specified. H. When appropriate store materials on wood blocking so there is no contact with the ground. + + END OF SECTION + + n 01611-1 01611—Storage of Material F:1Engineering\Capital Projects19611-CR512Widening19611 CR512 PHASE NAContract Documents\01611 -Storage of Materials.doc ft r SECTION 01630 SUBSTITUTIONS 1.1 GENERAL • A. Requests for review of a substitution shall conform to the requirements of Article 6.05, "Substitutes and Or -Equals," of the General Conditions, and shall contain complete data substantiating compliance of the proposed substitution with the Contract Documents. 1.2 CONTRACTOR'S OPTIONS r A. For materials or equipment (hereinafter products) specified only by reference standard, select product meeting that standard by any manufacturer, fabricator, r supplier or distributor (hereinafter manufacturer). To the maximum extent possible, provide products of the same generic kind from a single source. r B. For products specified by naming several products or manufacturers, select any one of the products or manufacturers named which complies with Specifications. C. For products specified by naming one or more products or manufacturers and stating "or equivalent," submit a request for a substitution for any product or manufacturer which is not specifically named. D. For products specified by naming only one product or manufacturer and followed by words indicating that no substitution is permitted, there is no option and no r substitution will be allowed. E. Where more than one choice is available as a CONTRACTOR's option, select product which is compatible with other products already selected or specified. 1.3 SUBSTITUTIONS A. During a period of 15 days after date of commencement of Contract Time, ENGINEER will consider written requests from CONTRACTOR for substitution of products or manufacturers, and construction methods (if specified). 1. After end of specified period, requests will be considered only in case of unavailability of product or other conditions beyond control of CONTRACTOR. B. Submit 5 copies of Request for Substitution. Submit a separate request for each substitution. In addition to requirements set forth in Article 6.7 of General Condi- tions, include in the request the following: 1. For products or manufacturers: a. Product identification, including manufacturer's name and address. b. Manufacturer's literature with product description, performance and test data, and reference standards. r 01630-1 01630 Substitutions FAEngineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE IV\Contract Documents\01630 - Substitutions.doc r c. Samples, if appropriate. d. Name and address of similar projects on which product was used, and date of installation. 2. For construction methods (if specified): ` a. Detailed description of proposed method. b. Drawings illustrating method. 3. Such other data as the ENGINEER may require to establish that the proposed substitution is equal to the product, manufacturer or method specified. C. In making Request for Substitution, CONTRACTOR represents that: 1. CONTRACTOR has investigated proposed substitution, and determined do that it is equal to or superior in all respects to the product, manufacturer or method specified. 2. CONTRACTOR will provide the same or better guarantees or warranties for proposed substitution as for product, manufacturer, or method specified. 3. CONTRACTOR waives all claims for additional costs or extension of .. time related to a proposed substitution that subsequently may become apparent. .. D. A proposed substitution will not be accepted if: 1. Acceptance will require changes in the design concept or a substantial revision of the Contract Documents. 2. It will delay completion of the Work, or the work of other contractors. 3. It is indicated or implied on a Shop Drawing and is not accompanied by a formal Request for Substitution from CONTRACTOR. E. If the ENGINEER determines that a proposed substitute is not equal to that specified, furnish the product, manufacturer, or method specified at no additional cost to OWNER. F. Approval of a substitution will not relieve CONTRACTOR from the requirement for submission of Shop Drawings as set forth in the Contract Documents. G. The procedure for review by Engineer will include the following: 1. Requests for review of substitute items of material and equipment will not be accepted by Engineer from anyone other than CONTRACTOR. 2. Upon receipt of an application for review of a substitution, Engineer will determine whether the review will be more extensive than a normal shop drawing review for the specified item. 3. If the substitution will not require a more extensive review, Engineer will proceed with the review without additional cost to CONTRACTOR. M E7 M 01630-2 01630 Substitutions FAEngineering\Capital Projects19611-CR 512 Widening\9611 CR 512 PHASE MContract Documents\01630 - Substitutions.doc E7 M 4. If the substitution requires a more extensive review, Engineer will proceed with the review only after CONTRACTOR has agreed to reimburse Owner for the review cost. 5. Engineer may require CONTRACTOR to furnish at CONTRACTOR's expense additional data about the proposed substitute. H. Any redesign of structural members shall be performed by, and the plans signed and sealed by, a Professional Engineer registered in the State of Florida. The redesign shall be at the CONTRACTOR's expense. Any redesign will require an extensive review by the Engineer. The CONTRACTOR must agree to reimburse the Owner for the review cost prior to the Owner's Engineer proceeding with the design review. The ENGINEER's hourly rate for review is $125 per hour. The ENGINEER's estimated cost of review shall be provided to the CONTRACTOR prior to proceeding with the review to allow the CONTRACTOR the opportunity to rescind the request. 1. Engineer will be allowed a reasonable time within which to evaluate each proposed substitution. Engineer will be the sole judge of acceptability and shall have the right to deny use of any proposed substitution. The CONTRACTOR shall not order, install, or utilize any substitution without either an executed Change Order or Engineer's notation on the reviewed shop drawing. Owner may .. require CONTRACTOR to furnish at CONTRACTOR's expense a special manufacturer's performance guarantee(s) or other surety with respect to any substitute and an indemnification by the CONTRACTOR. ENGINEER will record �• time required by Engineer and Engineer's consultants in evaluating substitutions proposed by CONTRACTOR and in making changes in the Contract Documents occasioned thereby. Whether or not a proposed substitute is sued, +� CONTRACTOR shall reimburse Owner for the charges of Engineer and Engineer's consultants for evaluating each proposed substitute • J. Substitute materials or equipment may be proposed for acceptance in accordance with this Section. In the event that substitute materials or equipment are used and are less costly than the originally specified material or equipment, than the net difference in cost shall benefit the Owner and CONTRACTOR in equal proportions. This cost difference shall not be reduced by any failure of the CONTRACTOR to base his bid on the named materials or equipment. + + END OF SECTION + + M • 01630-3 01630 Substitutions F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE MContract Documents\01630 - Substitutions.doc r r 1.1 SCOPE r • SECTION 01710 SITE CLEANUP AND RESTORATION Furnish all labor, equipment, appliances, and materials required or necessary to clean up and restore the site after the construction is completed. 1.2 REQUIREMENTS A. During the progress of the project, keep the work and, the adjacent areas affected thereby in a neat and orderly condition. Remove all rubbish, surplus materials, and unused construction equipment. Repair all damage so that the public and property owners will be inconvenienced as little as possible. B. Provide onsite containers for the collection of waste materials, debris, and rubbish and empty such containers in a legal manner when they become full. C. Where material or debris has been deposited in watercourses, ditches, gutters, drains, or catch -basins as a result of the CONTRACTOR's operations, such material or debris shall be entirely removed and satisfactorily disposed of during the progress of the work, and the ditches, channels, drains, etc., shall be kept clean and open at all times. D. Before the completion of the project, unless otherwise especially directed or permitted in writing: 1. Tear down and remove all temporary buildings and structures; 2. Remove all temporary works, tools, and machinery, or other construction equipment furnished; 3. Remove all rubbish from any grounds occupied; and 4. Leave the roads, all parts of the premises, and adjacent property affected by construction operations, in a neat and satisfactory ,,. condition. E. Restore or replace any public or private property damaged by construction r. work, equipment, or employees, to a condition at least equal to that existing immediately prior to the beginning of the operations. To this end, the CONTRACTOR shall restore all highway, roadside, and landscaping • work within any right-of-way, platted or prescriptive. Acceptable materials, equipment,and methods shall be used for such restoration. • F. Thoroughly clean all materials and equipment installed and on completion of the work, deliver the facilities undamaged and in fresh and new - appearing condition. 01710 Site Cleanup 01710-1 F \Engineering\Capital Projects\9611-CR 512 Widenin9\9611 CR 512 PHASE MContract Documents\01710 - Site Cleanup.doc r G. It is the intent of the Specifications to place the responsibility on the CONTRACTOR to restore to their original condition all items disturbed, destroyed, or damaged during construction. Particular attention will be r placed on restoration of canals to equal or better condition than prior to construction. H. When finished surfaces require cleaning with cleaning materials, use only those cleaning materials which will not create hazards to health or property and which will not damage the surfaces. Use cleaning materials r only on those surfaces recommended by the manufacturer. Follow the manufacturer's directions and recommendations at all times. r I. Keep the amount of dust produced during construction activities to a minimum. At CONTRACTOR's expense, spray water or other dust control agents over the areas, which are producing the dust. Schedule construction operations so that dust and other contaminants will not fall on wet or newly coated surfaces. IN 1.3 SITE CLEANUP AND RESTORATION Prior to final completion, the OWNER, ENGINEER, INDIAN RIVER FARMS WATER CONTROL DISTRICT, and CONTRACTOR shall review the site with regards to site cleanup and restoration. Clean and/or restore all items r determined to be unsatisfactory by the OWNER or ENGINEER, at no additional expense. + + END OF SECTION + + r W r r M 01710 Site Cleanup M 01710-2 FAEngineering\Capital Projects19611-CR 512 Widening\9611 CR 512 PHASE IV\Contract Documents\01710-Site Cleanup. doc r r r 0 w r r r r 0 r r M r r DIVISION 2 TECHNICAL PROVISIONS m m DIVISION 2 TECHNICAL PROVISIONS r Section No. Title #. ROADWAY 1 STANDARD SPECIFICATIONS 101 MOBILIZATION .. 102 MAINTENANCE OF TRAFFIC 104 EROSION AND WATER POLLUTION CONTROL 109 FIELD OFFICE 110 CLEARING AND GRUBBING 120 EXCAVATION AND EMBANKMENT 160 STABILIZING 285 OPTIONAL BASE COURSE 286 TURNOUT CONSTRUCTION 300 PRIME AND TACK COATS r 327 MILLING EXISTING ASPHALT PAVING 334 SUPERPAVE ASPHALTIC CONCRETE r 400 CONCRETE STRUCTURES +r 425 INLETS, MANHOLES AND JUNCTION BOXES 430 PIPE CULVERTS AND STORM SEWERS 520 CONCRETE GUTTER, CURB ELEMENTS & TRAFFIC SEPARATOR 522 CONCRETE SIDEWALK 550 FENCING yr 570 GRASSING (BY SEEDING) "' 575 SODDING F:\Engineering\Capital Projects\9611-CR 512 Widening\9611 CR 512 PHASE IV1Contmct Documents\DIVISION 2 TECHNICAL PROVISIONS Table of r• Contents.doc 580 LANDSCAPE INSTALLATION 630 CONDUIT • 635 PULL AND JUNCTION BOXES 700 SIGNING AND PAVEMENT MARKING r 706 RAISED RETRO -REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE r 711 THERMOPLASTIC TRAFFIC STRIPES AND MARKINGS r 1000 WATER AND SEWER UTILITIES LANDSCAPING & IRRIGATION (MEDIANS) See Specifications for Landscape and Irrigation TRAFFIC SIGNALIZATION See Signalization Plans CR 512, # SG108.dgn r ' 1-95 SIDEWALK r See CR 512 Specifications �J r F:tEngineering\Capital Projects19611-CR 512 Widening\9611 CR 512 PHASE RAContract DommentsVIVISION 2 TECHNICAL PROVISIONS Table of No Contents.doc M so s TECHNICAL SPECIFICATIONS SECTION —1 STANDARD SPECIFICATIONS A. All work of this Contract shall conform to the applicable technical specifications of Florida Department of Transportation Standard Specifications for Road and Bridge Construction, Special Provisions and addenda thereto, except as modified and supplemented hereinafter. Reference to Article numbers hereinafter apply to the FDOT Standard .. Specifications, and reference in FDOT Standard Specifications to Department shall be taken as the Owner or its appointed Representative. Wherever the Specifications, Supplementals, etc. may refer to the "Owner," "Department," "State of Florida Department of Transportation," or words relating to offices of State Government, such words shall be taken as meaning Owner or Indian River County, Florida. Wherever the word "Owner's Engineer," "District Engineer," "Engineer," "Project Engineer," etc., it shall be taken to mean the Registered Professional Project Engineer of the firm of Masteller & Moler, Inc. as an agent of Indian River County, Florida, acting directly or through duly authorized representatives. Wherever the word Resident Engineer appears, it shall be taken to mean an authorized representative of the Owner's Engineer on the Project (Resident Construction Inspector) who will act as an agent for Indian River County, assigned to observe the progress quantity and quality of the work. W SECTION —101 r MOBILIZATION 1.01-1 Description r The work specified in this section shall conform to Section 101 of the FDOT Standard Specifications. ` 1.01-2 Basis of Payment Work and incidental costs specified as being covered under this Section will be paid for in partial payments, in accordance with Section 101-25DOT Standard Specifications, for the item of Mobilization. UV Payment shall be made under: Item No. 101-1 Mobilization Partial Payments r-: s r In SECTION 102 MAINTENANCE OF TRAFFIC A. General: Work under this section consists of maintaining traffic within the limits of the project for the duration of construction in accordance with the U.S. Department of Transportation's Manual on Uniform Traffic Control Devices (MUTCD) 2003 Edition, FDOT Index 600 Series and FDOT Standard Specification Section 102. The purpose of the Traffic r Control Plan, presented in the roadway construction plans, is to depict the concept of feasible construction sequencing and maintenance of traffic. The Contractor may submit to the Engineer an alternate plan for review and approval, one week prior to the pre - construction conference. The Traffic Control Plan indicates typical signing, marking and barricade locations and types. Additional details are found in the MUTCD, FDOT Index (600 Series) and Standard Specifications. The Contractor shall install only new TCP signs and shall be Engineer quality. B. Quantities: The Contractor is hereby notified that the Engineer's estimate of quantities, which appears on the summary of quantities sheet, is provided only for the Contractor's information. The Contractor is to determine the actual quantities and items to be used for maintenance of traffic. s C. Off-duty police or sheriff deputies shall be used during various maintenance of traffic operations including: signalization adjustments and installations and lane closures of duration greater than 10 minutes. D. Compensation: All compensation for maintenance of traffic includes: barricades (Type ll), Barricades (Type III), Temporary Pavement along CR 512 and variable message sign, shall r be lump sum. This shall include all items and services necessary for the safe maintenance of traffic within the project limits. This shall include, but not be limited to, flaggers, off-duty police or sheriff deputy, construction and advisory signing, detours, temporary retaining r systems, striping, maintenance of pavement, asphaltic concrete curb, temporary barrier wall, stormwater removal, temporary drainage structures and pipe, pumps, commercial material for driveway maintenance, flashing arrow boards, high intensity flashing lights, removable and temporary pavement markings, and temporary reflective pavement markers, temporary pavement, for maintenance of traffic. Item No. 102-1 - Maintenance of Traffic — Lump Sum E. Non -Compliance: Should the Owner or Engineer determine that traffic within the project is not being maintained in accordance with the approved traffic control plan or presents a public safety concern, the Contractor shall have until the end of the working day, in which notification is given, to take action to modify the maintenance of traffic. Should the Contractor fail to make such modification the Owner shall have the option to fine the •r Contractor $450 per day until remedied. W M M No SECTION 104 r EROSION AND WATER POLLUTION CONTROL The Contractor shall install erosion and water pollution methods in accordance with FDOT Index Wo 1003 102, 103 and 104, Standard Specifications Section 104, and all permit requirements. The Contractor is responsible for meeting appropriate federal, state, and local regulations and water quality standards, such as turbidity. All disturbed areas will be replanted with approved 1W vegetation cover (either final or temporary) within 30 days of final grading. A. NPDES Permit: Contractor is responsible for preparing, submitting and obtaining the r NPDES Permit. Erosion Control Plans included in the construction plans are for suggestive purposes only and are not considered to be a complete Erosion Control Plan. Contractor is responsible for any preparing any additional plans/information that will be required in order to to obtain the NPDES Permit. B. Pre -construction Conference: At the pre -construction conference the Contractor shall present, in written form, his plans and schedules for prevention, control, and abatement of erosion and water pollution. C. Ditches. Streams and Canals: Staked and floating turbidity barriers shall be installed in all permanent water courses in a manner so as not to act as a dam. Barriers shall be located at distances of no greater than 25' downstream from the last point of construction. D. Silt Fences: Silt fences shall be installed to prevent silt and erosion from leaving the project limits particularly adjacent to wetlands, roadside ditches or existing bodies of water. E. Storm Sewer System: The Contractor shall protect the storm sewer system from erosion and sedimentation during construction. This may include the use of baled hay, silt fences or any other method approved by the Engineer. Should any constructed item be damaged r due to erosion or sedimentation, the Contractor shall repair or replace the item with no additional compensation. All new and existing (where called for) storm sewer pipes shall be clean and free from silt prior to final acceptance. r F. Mowing: Mowing shall be based upon a minimum of one (1) cutting per month for mowing within right-of-way, including all ditches and side streets within limits of construction. s G. Compensation: All payment for the above items shall be made under Item _ Item No. 104-4 Mowing Per Acre Item No. 104-10 Baled Hay or Straw Per Each Item No. 104-13 Silt Fence (Type III) Per Linear Foot rr 71 W W M to FIELD OFFICE SECTION 109 W Item of Payment Payment shall be made under: rr Item No. 109-71 Field Office (Contractor) (Lump Sum) .a The Specifications for Field Office (Contractor) shall include furnishing and installing a Construction Field Office at or near the Project Limits in accordance with these Specifications. +� The Contractor shall provide and maintain, in good condition, for the exclusive use of the Engineer, one or more of the hereinafter described construction field offices at a location or locations to be approved by the Engineer. r The office shall be of weatherproof construction having a floor space of no less than 228 SF, located on or in the immediate vicinity of the Project. The office shall be provided with sufficient natural and artificial light and shall be adequately cooled and/or heated. Doors and windows shall be equipped with adequate locks, and all keys shall be in the possession of the Engineer. Suitable sanitary conveniences for the use of the Engineer, shall be provided in or adjoining the field office or offices which shall be maintained clean and in good working condition, and shall ' be stocked with lavatory and sanitary supplies at all times during the period of the Contract. The office shall be equipped with tables and chairs for the use of four (4) people and shall have sufficient drawers for the standard size plans, either attached to the tables or in cabinet form, one (1) rough plan rack, one (1) supply cabinet, a minimum of five (5) gallons of potable water maintained by the Contractor, one (1) dual cassette telephone answering machine, one (1) fax machine, and one (1) fire-resistant (2) drawer legal size file cabinet meeting fire underwriters' approval for no less than a 1 -hour test. The room also shall be provided with a desk and chair. Parking spaces for two (2) full-size vehicles shall also be provided within the immediate vicinity of the office. The Contractor will provide for the installation of telephone facilities in the field offices. However, only the minimum monthly service charge and work related toll charges will be paid by the Contractor. In lieu of the field office or offices specified above, the Contractor may provide equivalent office space, equipment and facilities subject to approval of the Engineer. The field office shall be ready for use later than ten (10) calendar days after the date of mailing the fully executed Contract and before any other work is started, and shall be maintained by the r' Contractor until one (1) month after final acceptance of the Project by the Engineer and Owner, and then shall be removed. W Item of Payment Payment shall be made under: rr Item No. 109-71 Field Office (Contractor) (Lump Sum) .a 771 .. _ SECTION 110 CLEARING AND GRUBBING A. Payment for Clearing and Grubbing shall include compensation for: the removal and disposal of asphaltic (existing flexible pavement, excluding existing public roadways which is paid for under Pay Item 110-4) and existing concrete pavement, concrete, sidewalks, curbing, abandoned utilities (including pipes, cables, conduit and structures), existing walls, riprap, various types of fences, septic tanks, drain fields, pump stations, motor boxes, pumps, irrigation apparatus, base material, trimming of trees and shrubs, drainage r structures, pipe, backfilling the removal excavations, plus all other items necessary to be removed to construct the project. All non -salvageable materials removed shall remain property of the Contractor unless otherwise directed by the Engineer or Owner. All unwanted materials shall be removed and suitably disposed of by the Contractor outside the project limits. Any salvage value received from the removed materials shall be reflected in the Contractor's proposal. B. Existing and temporary asphaltic pavement and excess subsoil shall be disposed of outside the project by the Contractor, at a location and in a manner approved by the Engineer. C. Removal of existing pavement includes all removal and disposal of the asphalt within the limit shown on the plans for CR 512 and the intersecting side streets. A 3" layer of topsoil is include in this work for the removed asphalt along CR 512 and paid for in this item. • D. Existing artesian and non -artesian water wells located within the limits of the proposed roadway improvements shall be grouted and sealed in accordance with St. Johns River r Water Management District Chapter 40C-3, F.A.C. Payment shall be made under: r Item No. 110-1-1 Clearing and Grubbing Lump Sum V no wr r J W LJ SECTION 120 W -73 EXCAVATION AND EMBANKMENT A. Earthwork, including earthwork for drives and retention ponds outside the right-of-way limits, shall be paid for as regular excavation. Any excavation to the proposed bottom elevation of the select fill shall be paid for as regular excavation. Cost shall include all work specified in this Section and Section 120 of the Standard Specifications. The quantity of regular excavation is provided due to the evaluation that excavated material will not meet the specifications for roadway embankment. Any excavated material that does not meet r the specifications for roadway embankment shall be disposed of by the Contractor with no additional compensation. Such price and payment shall specifically include all cost of any roadway, lateral ditch or canal, and final dressing operations in accordance with Section 4W 120-13.3. B. Earthwork quantities shall be considered as in-place material with no shrinkage or expansion factors. C. Subsoil Excavation — Any excavation below the proposed bottom elevation of the select fill, isolated swale bottom locations, isolated locations for pipe installations, and as approved by 4W the Engineer, shall be paid for as subsoil excavation. Approximately 2.5 ft of subsoil excavation is required in sublateral canals and ditches located under proposed roadway and drainage culvert improvements. Cost of replacement embankment shall be included in w cost of subsoil excavation. Contractor to coordinate with County representative prior to any subsoil excavation. .. D. Embankment: General Requirements for Embankment Materials: Roadway Design Standard Index No. 505, Embankment Utilization Details is modified by the addition of the following: Embankment Select Material (A-1, A-3, A-2-4) shall not contain more than 12% passing the U.S. No. 200 sieve. • Fill materials shall be placed at or slightly dry of their optimum moisture content for compaction as determined by AASHTO T-180. Fill soils will be dried prior to placement in " the embankment. Any stratum or stockpile or soil which contains obvious pockets of highly organic material • may be designated as muck or unsuitable for construction of subgrade by the Owner. Backfill material containing more than 2.0% by weight of organic material, as determined by �. FM 1-T267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material, shall not be used in construction of the reinforced volume. If an individual test value of the three samples exceeds 3.0%, the stratum or stockpile will not be suitable for construction of the reinforced volume. 1, W -73 J or No A-8 material permitted in embankment either inside or outside of sidewalk location. ~ Payment shall be made under: Item No. 120-1 Regular Excavation Per Cubic Yard Item No. 120-4 Subsoil Excavation Per Cubic Yard Item No. 120-6 Embankment Per Cubic Yard SECTION 160 r STABILIZING Sub Article 160-3 is modified by the addition of the following: "The stabilization thickness indicated on plans shall be considered a minimum thickness. r Thickness will vary to conform to the lines, and grades shown in the plans." Minimum L.B.R. _ 40 — No under -tolerance. Payment shall be made under: Item No. 160-4-1 Type B Stabilization (12") Per Square Yard Item No. 160-4-2 Type B Stabilization (8") Per Square Yard SECTION 285 • OPTIONAL BASE COURSE ., Sub Article 285-4 is modified by the addition of the following: A. Base material, thickness and requirements are described in the construction plans. Only one type of alternate base material shall be used through the project limits. The soil cement option will not be permitted. Item of Payment Payment shall be made under: "' Item No. 285-7-09 Item No. 285-7-16 W W to op Base Group 9 Per Square Yard Base Group 16 Per Square Yard 771 W SECTION 286 TURNOUT CONSTRUCTION Specifications for turnout construction shall conform to the applicable portions of Section 286 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2007 Edition). • Item of Payment aj r Payment shall be made under: Item No. 286-1-1 Turnout Construction Asphalt Per Square Yard SECTION 300 PRIME AND TACK COATS All prime and tack materials as identified in the 2007 FDOT Road and Bridge Specifications may be used. Article 300-9 Basis of Payment is deleted and the following substituted: The quantities to be paid for under this Section shall be included in the cost of the following contract items: A. Prime Coat — included in 'Base" Pay Item B. Tack Coat — included in "Superpave Asphaltic Concrete" Pay Item C. Bituminous Material (Plant Mix) (asph. cem. 20/30) — to be included in Superpave Asphaltic Concrete. 4W SECTION 327 'W MILLING EXISTING ASPHALT PAVING • Item of Payment: Payment shall be made under: *m Item No. 327-70-1 Item No. 327-73 W El W 40 Milling Existing Asphalt Paving Per Square Yard Milling & Resurfacing (1" depth, Type SP9.5, Level C) Per Square Yard • • SECTION 334 SUPERPAVE ASPHALTIC CONCRETE r Subarticle 334-7 is modified by the addition of the following: Payment shall be made under: Item No. 334-1 Superpave Asphaltic Concrete Type SP 9.5 (1") - Per Square Yard • Item No. 334-2 Superpave Asphaltic Concrete Type SP 12.5 (1-1/2") Per Square Yard • Included in this payment will be tack coat and bituminous materials (Plant Mix). No separate payment will be made for bituminous materials. No additional payment will be made for asphaltic thickness in excess of the specified thickness. • 'w SECTION 400 CONCRETE STRUCTURES Specifications for concrete structures shall conform to the applicable portions of Section 400 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2007 Edition). Payment shall be made under: r Item No. 400-1-2 Class I Concrete Endwalls Per Cubic Yard • SECTION 425 ON INLETS MANHOLES AND JUNCTION BOXES A. Inlet (Curb Inlet P5 and J5): Structure bottoms shall be constructed as per FDOT Index 200. Inlet tops shall be constructed as per FDOT Index 211. • Payment shall be made under: • Item No. 425-1-351 Inlet (Curb Type P-5)(<10') Per Each �r B. Inlet (Curb Inlet P6 and J6): Structure bottoms shall be constructed as per FDOT Index 200. Inlet top shall be constructed as per FDOT Index 211. Payment shall be made under: r Item No. 425-1-361 Inlet (Curb Type P-6)(<10') Per Each • u WMI r C. Inlet (DT Bottom Type C D Modified E. and H Modified): Structures shall be constructed as per FDOT Index 232. Payment shall be made under: r Item No. 425-1-521 Inlet (DT Bottom Type C)(<10') Per Each Item No. 425-1-542 Inlet (DT Bottom Type D)(<10') Per Each Item No. 425-1-549 Inlet (DT Bottom Type D Modified)(<10') Per Each Item No. 425-1-571 Inlet (DT Bottom Type G)(<10') Per Each Item No. 425-1-573 Inlet (DT Bottom Type G Modified)(<10') Per Each D. Manholes: Price shall include all work associated with constructing and installing manholes and covers. The covers shall have raised letters, cast in the cover stating "STORM SEWER." Payment shall be made under: r Item No. 425-2-041 Manhole (Type P-8) (<10') Per Each Item No. 425-2-042 Manhole (Type P-7) (>10') Per Each E. Adiust Manholes: Price shall include all work associated with adjusting existing manhole ring and cover to proposed grades as depicted on the Engineering Plans. r Payment shall be made under: r Item No. 425-5 Adjusting Manholes Per Each Item No. 425-5-1 Adjusting Manholes (Utilities) Per Each r SECTION 430 r PIPE CULVERTS AND STORM SEWERS A. Concrete Pipe Culvert (Class III) RCP/Corrugated Aluminum Culvert & Mitered End Section: The concrete pipe culvert, Class III, shall be constructed in accordance with • Designation C-76, Class III, Wall B. Corrugated aluminum culvert & mitered end section shall be Group 12. Any select bedding needed to stabilize pipe to be #57 or #4 rock. Select bedding will be included in the cost of the pipe. Minimum bedding depth to be 18" • and minimum width to be diameter of pipe. Cost of removal of unsuitable material beneath 18" bedding shall be paid for as subsoil excavation Item No. 120-4. r The work under this Section shall include all materials, excavation, backfilling, tamping and disposal of surplus material. All required sheeting is to be included in the cost of pipe. Such price and payment shall be full compensation for all work in this Section. r on a r Payment shall be made under: r Item No. 430-11-325 Concrete Pipe Culvert, Storm Sewers Class III, 18" dia. Per LF Item No. 430-11-329 Concrete Pipe Culvert, Storm Sewers Class III, 24" dia. Per LF Item No. 430-11-333 Concrete Pipe Culvert, Storm Sewers Class 111, 30" dia. Per LF Item No. 430-11-338 Concrete Pipe Culvert, Storm Sewers Class 111, 36" dia. Per LF Item No. 430-11-340 Concrete Pipe Culvert, Storm Sewers Class Ill, 42" dia. Per LF Item No. 430-11-341 Concrete Pipe Culvert, Storm Sewers Class 111, 48" dia. Per LF Item No. 430-81-225 Corrugated Aluminum Pipe Culvert, 18" dia.-16 gauge Per LF Item No. 430-81-229 Corrugated Aluminum Pipe Culvert, 24" dia.-16 gauge Per LF • Item No. 430-81-233 Corrugated Aluminum Pipe Culvert, 30" dia.-14 gauge Per LF Item No. 430-81-238 Corrugated Aluminum Pipe Culvert, 36" dia.-14 gauge Per LF Item No. 430-81-240 Corrugated Aluminum Pipe Culvert, 42" dia.-12 gauge Per LF Item No. 430-81-243 Corrugated Aluminum Pipe Culvert, 60" dia.-10 gauge Per LF �. Item No. 430-141-102 Elliptical Concrete Pipe Culvert, Storm Sewer HE 111, 14" x 23" Per LF r Item No. 430-141-103 Elliptical Concrete Pipe Culvert, Storm Sewer HE Ill, 19" x 30" Per LF Item No. 430-141-104 Elliptical Concrete Pipe Culvert, Storm Sewer HE 111, 24" x 38" Per LF Item No. 430-984-402 ADS Storm Culvert, 30" diameter Per LF r Item No. 430-984-225 Mitered End Section, Side Drain, 18" dia. RCP Per EA Item No. 430-982-229-1 Mitered End Section, Side Drain, 24" dia. RCP(Dbl) Per EA r Item No. 430-984-233-1 Mitered End Section, Side Drain, 30" dia. RCP(Dbl) Per EA Item No. 430-984-338 Mitered End Section, Side Drain, 36" dia. Corrugated Pipe Per EA Item No. 430-984-402 Mitered End Section, Side Drain, 14"x 23" ERCP Per EA Item No. 430-984-403 Mitered End Section, Side Drain, 19"x 30" ERCP Per EA ow Item No. 430-984-403-1 Mitered End Section, Side Drain, 19"x 30" ERCP(Dbl) Per EA Item No. 430-984-404 Mitered End Section, Side Drain, 24"x 38" ERCP Per EA r B. Concrete Pipe Joints: Subarticle 430-7.1.is modified by the addition of the following: In addition to the rubber gaskets ail round and elliptical concrete pipe other than side drains r shall have wrapped filter fabric jacket joints. The joint between the pipe and the structure shall also have a filter fabric jacket. These joints shall conform to INDEX 280 and have a minimum wrapping width of 1' on both sides of the exposed joint. The fabric must be long r enough to overlap the outer circumference of the pipe joint by a minimum of one foot. Metal strapping will be used on both sides of the circumference of the pipe joint to secure the fabric. Other methods which will secure the fabric against the wall until the backfill is r compacted will be considered for approval by the Engineer. The filter fabric shall be in accordance with Section 985, and/or as modified by these special provision, for subsurface drainage. Payment shall be made under the unit price for concrete pipe. r C. Pipe Culverts and Storm Sewers: Subarticle 430-12.1. The text is deleted and the following substituted: r • "The quantities of pipe culvert to be paid for under this Section shall be the plan quantity in feet of concrete Pipe Culvert and Corrugated Aluminum Pipe Culvert subject the provisions of 9-3.2. Any additions or deletions thereto, as authorized by the Engineer, shall be • determined by plan dimensions, final measurement, or any combination thereof, as measured along the centerline of the completed and accepted pipe." • Lifting holes on pipe culverts shall be grounds for rejection of pipe. ASTM Specification C- 76 -85A and AASTM Specification M170-89 are modified by the following: " "The exposure of the ends of the longitudinal stirrups or spaces that have been used to position the cages during the placement of the concrete may be a cause for rejection by the Project Engineer. During construction, the Contractor is to maintain the storm sewer void of any silting material. Prior to final acceptance the Contractor or Engineer shall inspect and certify that • the storm sewer is free of any construction material or debris and operates in a functional manner. Contractor shall remove silt and other material from sewer at no cost to Owner. Compensation shall be included in the maintenance of traffic lump sum item. • D. Aluminum Oil Skimmers: Aluminum Oil Skimmers shall be used where indicated in the plans and shall conform to the following provisions: The Work consists of the fabrication, cutting, bending, furnishing and installing oil skimmers on drainage structures as detailed on the Plans. The Contractor shall use all new materials for the posts and facing materials for the oil skimmer. The Contractor is responsible for the • use of materials and methods necessary for the long term maintainability of the units. Oil skimmers shall be constructed of corrugated aluminum. They shall be constructed to • the liens and grades as shown on the Plans. The skimmers include all labor and materials including mounting fasteners, brackets, posts bonding adhesives, Class III concrete for posts and all other items necessary for the construction of the completed skimmer. • Material • The skimmers shall be constructed of 12 gauge 2-2/3" x'/:" corrugated aluminum. r Basis of Payment The compensation for the furnishing, bending, fabrication and installation of materials as well as the labor involved for placement are considered incidental to the contract drainage items as shall be included in the unit price for the associated drainage structure. r • • C M SECTION 520 CONCRETE GUTTER CURB ELEMENTS & TRAFFIC SEPARATOR Specifications for concrete gutter, curb elements and traffic separator shall conform to the applicable portions of Section 520 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, (2007 Edition). Payment shall be made under: Item No. 520-1-10 Concrete Curb & Gutter, Type "F". Per LF r Item No. 520-5-42 Concrete Traffic Separator, Type IV, 6 ft. wide Per LF +r SECTION 522 r CONCRETE SIDEWALK M Specifications for concrete sidewalk shall conform to the applicable portion of Section 522 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, (2007 Edition). •r Payment shall be made under: .• Item No. 522-1 Concrete Sidewalk (4° thick) — 6' wide Per Square Yard Item No. 522-2 Concrete Sidewalk (6" thick) — 8' wide Per Square Yard AW W Li 10 1W SECTION 550 M FENCING A. All 6' Type B chain link fencing, posts, and gates shall have a green vinyl coating. The cost of the vinyl coating shall be included in the cost of the fence. B. Relocation of existing fence gate shall include all appurtenances and labor to construct. �+ Relocated fence gate shall be equal or better condition than existing. Payment shall be made under: i Item No. 550-1 Livestock Fence, Type A (5' height) Per lineal Foot Item No. 550-2 Fencing, Type B (Std. 6') Per lineal Foot Item No. 550-3-1 Corner Post Assembly (Type A Fence) Per Each Item No. 550-3-2 Corner Post Assembly (Type B Fence) Per Each Item No. 550-4-1 Pull Post Assembly (Type A Fence) Per Each Item No. 550-5-1 Pull Post Assembly (Type B Fence) Per Each Item No. 550-76-242 Fence Gate, Double 24' opening (Type B Fence) Per Each i r ED 0 40 LJ -�l SECTION 570 GRASSING (BY SEEDING) • 570-1 Description. Establish.a stand of grass on slopes, shoulders and specified other areas, by seeding or by seeding and mulching. Perform seeding and mulching, fertilizing, and wildflower seed • application as required, and maintain the grassed areas until the completion of the project. The Engineer may eliminate at his discretion, any of the items of work covered by this Section. 570-2 Materials. Meet the following requirements: • Grass Seed ....................................................................981-1 Wildflower Seed981-1 .......................................................... Mulch........................................................................... 981-3 Fertilizer, Type I .................................................Section 982 Water...................................................................Section 983 Compost..............................................................Section 987 • Prior to planting, furnish the Engineer a certification from the grower stating the age of .all seed. • 570-3 Construction Methods. 570-3.1 General: Do not seed or mulch when wind velocities exceed 15 mph. Sow seed only when the soil is moist. Do not perform any seeding when the ground is frozen, unduly wet or otherwise not in a tillable condition. Whenever a suitable length of roadway slopes or adjacent areas has been graded, prepare the area and perform grassing in accordance with the Contract Documents. Incorporate grassing into the project at the earliest practical time. Complete all grassing on shoulder areas prior to the placement of the friction course on adjacent pavement, unless the friction course is to be placed directly on a non -asphalt r base. 570-3.2 Sequence of Operations: Perform the operations in the following sequence: Apply finish soil layer materials in accordance with Section 162, prepare the area to be seeded, seed, spread and cut -in mulch and fertilize. In preparing the ground for sowing of seeds, disk -harrow and thoroughly pulverize the soil to an average depth of 6 inches. Make the soil true to grade, not compacted and free of large clods, roots, and other material which will interfere with the work or subsequent mowing and maintenance operations. Do not begin subsequent operations until the Engineer has approved the condition of the prepared areas. 570-3.3 Seeding: While the soil is still loose, scatter the seed uniformly over the grassing area and immediately mix it into the seed bed to a depth of 1/4 inch using the specified seed. r. Thoroughly dry -mix the separate types of seed immediately before sowing. Do not use wet seed. The Engineer will allow the wildflower seed to be included in the grassing • operation or performed separately from the grass seeding operation in areas shown in the plans. W 771 570-5 Method of Measurement. 570-5.1 General: The quantities to be paid for will be for the following items, completed and accepted: (1) The area, in square feet, of seeding. (2) The area, in square feet, of seeding and mulching. (3) The weight, in pounds, of grass seed. M. W Ensure that the wildflower seed is uniformly planted by drilling or placing the seed into the soil at an average depth of 1/8 inch, but not exceeding 1/4 inch into the designated area at the specified rate. 570-3.4 Mulching: When areas require mulch, as shown on the plans, apply approximately 2 inches, loose thickness, of the mulch material uniformly over the seeded area, and cut the mulch material into the soil to produce a loose mulched thickness of 3 to 4 inches. Do n,. not use harrows. The Contractor may use compost meeting the requirements of Section 987 in lieu of mulch. When mulching on steep slopes, where the use of a machine for the cutting -in + process is not practicable, secure the mulch after the seeding operation by either using an erosion control fabric, or; spread a string net over the mulch using stakes driven flush with the top of the mulch at 6 foot centers and string parallel and perpendicular with diagonals in both directions. 570-3.5 Rolling: Immediately after seeding, roll the entire grassed or mulched area with a cultipacker, traffic roller or a horticultural roller. Make at least two passes over the entire area. 570-3.6 Watering: Provide a vehicle for applying water to the grassed areas equipped +� with either a calibrated tank or an approved metering device installed at such point on the vehicle to measure the water at time of application. Do not water newly seeded areas to force the seed germination. Do not apply more than 1 inch of water per week for sustaining the grass growth. Use water only on vegetated areas when permitted by the Engineer. 570-3.7 Fertilizing: Spread the fertilizer over the grassed area four to five weeks after the grass seed germinates in one or more applications as specified below: • Spread an initial application of 265 lbs/acre of 16-4-8. If the project has not reached final acceptance in accordance with Article 5-11, spread subsequent applications of 135 lbs/acre of 16-4-8 approximately 60 calendar days after the initial application without mixing into the soil. The Contractor may spread the fertilizer by hand on steep slopes or other areas where machine -spreading may not be practicable. r 570-4 Maintenance. Maintain the planted areas as an acceptable stand of grass until final acceptance of the project at no expense to the Department. Include in such maintenance the filling, leveling, and repairing of any washed or eroded areas, as may be necessary. An acceptable stand of grass is defined as a 1 by 1 foot area containing a minimum of 16 live, viable, healthy wildflower and/or grass seedlings. The Department will pay for replanting as necessary due to factors determined to he beyond control of the Contractor. Mow the planted grass areas to a height of 6 inches when competing vegetation height exceeds 20 inches in height. Do not mow wildflower areas until at least three weeks after the peak of the bloom period and do not mow lower than 6 inches. Do not use selective herbicides in wildflower areas. 570-5 Method of Measurement. 570-5.1 General: The quantities to be paid for will be for the following items, completed and accepted: (1) The area, in square feet, of seeding. (2) The area, in square feet, of seeding and mulching. (3) The weight, in pounds, of grass seed. M. W r (4) The weight, in tons, of mulch material. (5) The weight, in tons, of fertilizer. (6) The volume, in thousand gallons, of water. (7) The weight, in pounds, of wildflower seed. (8) The area, in acres, of mowing. 570-5.2 Area Quantities: For the quantities paid for on a square foot basis, no r deductions will be made for the areas occupied by turnouts in rural sections. 570-5.3 Seed: The quantity of grass or wildflower seed will be determined from packaged weights or by other appropriate methods. 570-5.4 Mulch Material: The quantity will be determined by weighing on truck scales, or by other appropriate methods. The Contractor shall advise the Engineer of the time and place r of such weighing. Weighing will be done in the general vicinity of the project. Item No. 570- 2- Seeding and Mulching - per square yard. 0 r. W r 570-6 Basis of Payment. 570-6.1 General: Prices and payments will be full compensation for all work and materials specified in this Section. 570-6.2 Seeding: When mulching is not specified, price and payment will be full compensation for all work and materials not specifically included in the items of separate payment shown below. The item of Seeding will include specifically all preparations of the ground, the application of the seed, the rolling, tilling or other specified work. 570-63 Seeding and Mulching: When mulching is specified, price and payment will be full compensation for everything specified in 570-6.2 and, in addition, will include the cost of applying, cutting -in, rolling, and anchoring, where required, of the mulch material, but will not include the furnishing of the mulch material. 570-6.4 Seed: Price and payment for Grass Seed (Permanent Type) and, Grass Seed (Quick -Growing Type) will be full compensation for the furnishing of the seed, at the site of its use. Price and payment for Wildflower Seed will include furnishing, applying, and mixing the seed into the seed bed. 570-6.5 Mulch Material: 570-6.5.1 General: Price and payment will be full compensation for the furnishing and spreading of the mulch material, at the site of its use. 570-6.6 Water: The quantity of water, ordered at the specific time of its being applied and which is actually used, determined by the specific metering device or by calibrated tank, will be paid for at the Contract price per thousand gallons of Water for Grassing. Such quantity will include all water authorized by the Engineer, which is used until the time of acceptance of the work. 570-6.7 Payment Items: Payment will be made under: Item No. 570- 2- Seeding and Mulching - per square yard. 0 r. W r M M SECTION 575 SODDING A. Description: Sod for the project shall be of the variety that is common to the area and of a variety approved by the Engineer. Where sodding an area in which previously had ` established grass the new sod shall be of the same variety as existing (Argentia Bahia or St. Augustine). All sodding associated with Landscaping as proposed in Landscape Plans shall be St. Augustine. This work shall also include mowing in accordance with Section 104-7.2 to be mowed at 6" height with a mulching mower. B. Work included: Scope of Work: The work specified in this section consists of the +■ establishing of a stand of grass, within the project, right-of-way, easements, and other areas indicated on the Drawings, by furnishing and placing grass sod. Also included are fertilizing, watering and maintenance as required to assure a healthy stand of grass. Two applications of fertilizer will be required with the initial application being fertilized and the second application being "weed and feed." C. Guarantee: All sodded areas shall be guaranteed for three months after date of final acceptance. Replacement of Defective Sod: Any dead sod or sod showing (less than 95% of a square) ` indication of probable non -survival or lack of heath and vigor, or which do not exhibit the characteristics to meet specifications, shall be replaced within two weeks of notice from Owner or Engineer. All replacement sod shall be furnished/installed at no additional cost to the Owner and shall be guaranteed for three months. All replacement shall meet original specifications. The Contractor shall notify the Owner and Engineer ten days prior to the end of the guarantee period and such guarantee shall be extended until notification is received. r„ At the end of the guarantee period, all sod that is dead or in unsatisfactory growth shall be replaced within two weeks. ` D. Fertilizer: Commercial fertilizers shall comply with the state fertilizer laws. The numerical designations for fertilizer indicate the minimum percentages (respectively) of (1) total nitrogen, (2) available phosphoric acid and (3) water-soluble potash contained in ` the fertilizer. The chemical designation of the fertilizer shall be 16-4-8. Fertilizer shall include iron, minor nutrients and trace elements. At least 50% of the nitrogen shall be derived from organic sources. At least 50% of the phosphoric acid shall be from normal super phosphate or an equivalent source which will provide a minimum of two units of sulfur. The amount of sulfur shall be indicated on the quantative analysis card attached to each bag or other container. Contractor shall ensure one (1) pound of nitrogen per 1,000 square feet. M M an LJ r E. Water for Grassing: Contractor shall provide the water used in the sodding operations as necessary to meet the requirements of Article 570-3. r F. Preparation of Ground: The area over which the sod is to be placed shall be scarified or loosened to a depth and then raked smooth and free from debris. Where the soil is ` sufficiently loose and clean, the Owner, at his discretion, may authorize the elimination of ground preparation. • G. Application of Fertilizer: Before applying fertilizer, the soil pH shall be brought to a range of 6.0-7.0. r Contractor shall apply two (2) applications. The initial shall be fertilizer and the second application shall be "weed and feed." r The fertilizer shall be spread uniformly over the sodded area at the rate of 436 pounds per acre, or 10 pounds per 1,000 square feet, by a spreading device capable of uniformly distributing the material at the specified rate. Contractor shall apply applications a per manufacturer's specification. All tickets from bags shall be handed over to the County Inspector. ` On steep slopes, where the use of a machine for spreading or mixing is not practicable, the fertilizer shall be spread by hand and raked in and thoroughly mixed with the soil to a depth of approximately 2 inches. r H. Placing Sod: The sod shall be placed on the prepared surface, with edges in close contact and shall be firmly and smoothly embedded by light tamping with appropriate tools. r Where sodding is used in drainage ditches, the setting of the pieces shall be staggered so as to avoid a continuous seam along the line of flow. Along the edges of such staggered areas, the offsets of individual strips shall not exceed 6 inches. In order to prevent erosion caused by vertical edges at the outer limits, the outer pieces of sod shall be tamped so as to produce a feathered edge effect. s Where sodding is placed abutting paved shoulder, the Contractor is to ensure that the finished sod elevation is 1-1/2" below paved shoulder. ` On slopes greater than 3:1, the Contractor shall prevent the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth, at suitable intervals. r' Sodding shall not be performed when weather and soil conditions are, in the Engineer's opinion, unsuitable for proper results. ■► I. Watering: The areas on which the sod is to be placed shall contain sufficient moisture, as determined by the Engineer, for optimum results. After being placed, the sod shall be kept in a moist condition to the full depth of the rooting zone for at least two (2) weeks. a Thereafter, the Contractor shall apply water as needed until the sod roots and starts to grow for a minimum of 60 days (or until final acceptance, whichever is latest). M r J. Maintenance: The Contractor shall, at his expense, maintain the sodded areas in a r satisfactory condition until final acceptance of the project. Such maintenance shall include repairing of any damaged areas and replacing areas in which the establishment of the grass stand does not appear to be developing satisfactorily. Replanting or repair necessary due to the Contractor's negligence, carelessness or failure to provide routine maintenance shall be at the Contractor's expense. +" The Contractor shall mow the sodded area up to the final acceptance date as directed by the Engineer. r K. Article 575-5he first three paragraphs under this Article are deleted and the following substituted: The contract unit price for sodding shall include the costs of sod, fertilizer (2 applications), sidewalk sweeping after mowing, mowing, disposal of clippings, water, tools, equipment, labor and all other incidentals necessary. r Payment shall be made under: Item No. 575-1-1 Sodding (Bahia) Includes Watering & Fertilizer Per SY Item No. 575-1-4 Sodding (St. Augustine) Includes Watering & Fertilizer Per SY Item No. MLS -14 Sodding Floratom Per SY r r so ZI r W V 10 SECTION 580 LANDSCAPE INSTALLATION r 580-1 Description. Install, establish and maintain landscaping as indicated on Sheets L -I through L-3 r (Landscape Plans) in the Construction Plans. 580-2 Materials. 580-2.1 Plants: 580-2.1.1 Grade Standards and Conformity with Type and Species: Only use nursery grown plant materials purchased from Florida based Nurseryman Stock that comply with r, all required inspection, grading standards, and plant regulations in accordance with the latest edition of the Florida Department of Agriculture's "Grades and Standards for Nursery Plants." Unless otherwise specified, minimum grade for all plants is Florida No. 1 or better. All plants must be the specified size and grade at the time of delivery to the site and the minimum grade maintained throughout the project construction period and plant establishment period. s Use only plants that are true to type and species and ensure that the plants not specifically covered by Florida Department of Agriculture's "Grades and Standards for Nursery Plants" conform in type and species with the standards and designations in general r acceptance by Florida nurseries. Prior to planting, furnish certification to the Engineer that all plant materials have been purchased from Florida based Nurseryman Stock. A minimum of two plants of each species on each shipment must be shipped with tags stating the botanical nomenclature and common name of the plant. Should discrepancies between botanical nomenclature and common name arise, the botanical name will take precedence. 580-2.1.2 Inspection and Transporting: Move nursery stock in accordance with all federal and state regulations and accompany each shipment with the required inspection certificates for filing with the Engineer. 580-2.2 Water: Meet the requirements of Section 983. 580-2.3 Mulching: Use of Cypress Mulch prohibited. 580-3 Planting Requirements. 580-3.1 Delivery: All materials must be available for inspection before installation and will be subject to approval or rejection. 580-3.2 Layout: Mark proposed planting beds and individual locations of trees and palms as shown in the Contract Documents for Engineer's review, prior to excavation or planting. The Engineer may request to review all proposed construction and maintenance practices before the start of the operations. Make no changes to the layout, materials or any variations of plant materials from the Contract Documents without the Engineer's written approval. w 580-3.3 Soil Drainage: All planting holes and beds must drain sufficiently prior to installing any plants. Immediately notify the Engineer of drainage or percolation problems before plant installation. 580-3.4 Installation of Plants: For installation of the plants as identified in the Contract Documents, comply with the requirements of the Design Standards, Index No. 544. M W r 5804 Disposal of Surplus Materials and Debris. Remove from the jobsite any surplus excavated material from plant holes unless otherwise directed by the Engineer. Surplus is defined as material not needed after installation of r Personnel performing these services are under the sole responsibility and supervision of the Contractor and must be competent, experienced, and skilled in all aspects of the required landscape installation and establishment practices. r 580-3.5 Contractor's Responsibility for Condition of the Plantings: Begin maintenance of all plants immediately after each planting. Keep all plants watered, fertilized, mulched, pruned, and staked and guyed as r necessary to assure specified minimum grade of Florida No. 1 throughout the duration of the project construction period and establishment period. During the establishment period, keep the individual planting locations and planting beds free of litter and undesirable vegetation. Ensure r that the plants are maintained so that they are healthy, vigorous, and undamaged throughout the duration of the project construction period and establishment period. For the duration of the establishment period, operate and maintain in good operating condition, all components of any irrigation system installed in compliance with the Contract Documents. During the establishment period, replace any plants that fall below specified minimum grade. Use replacement plants of the same species, size and planting medium as the plant being replaced and as specified in the Contract Documents. 580-3.6 Inspection Requirements. Certify monthly on a form provided by the Department that the plants have been installed and are being maintained per Contract °i Documents. A Registered Landscape Architect acting as the Contractor's Landscape Quality Control representative will oversee the establishment period. The Contractor's Landscape Quality Control representative must perform r quarterly inspections of planting areas and submit findings in report form to the Department. Information to be included in inspection report from the Contractor's Quality Control representative must include as a minimum the following: Date of inspection Description of project Location of inspection r Weather conditions Condition of plants — identify by species, location, and number of plants that are no longer the specified minimum. r Condition of planting beds (including mulching, mowing, weeding, fertilizing, watering, and staking and guying), if applicable Other comments M Signature and seal of Contractor's Landscape QC representative Submit the certified inspection report to the Engineer within seven calendar days after performing the inspection. Any corrections to the inspection report must be revised/corrected and resubmitted within three calendar days after notification by the Engineer. Any deficiencies noted on the inspection report must be corrected within ten days of notification .. from the Department. Periodic, random verifications will be performed by the Department to ensure the quality of the plants and correctness of the certified landscape inspection report. Any unresolved +.� disputes that arise between the QC reporting and the verifications performed by the Department will be referred to the Statewide Disputes Review Board. r 5804 Disposal of Surplus Materials and Debris. Remove from the jobsite any surplus excavated material from plant holes unless otherwise directed by the Engineer. Surplus is defined as material not needed after installation of r U9 „w plants per Contract Documents. Upon commencement of the plant installation, remove daily all landscape installation debris from the landscape locations described in the Contract Documents. Remove all excess staking and guying materials from the jobsite. r 580-5 Plant Establishment Period and Contractor's Warranty. Take responsibility for the proper maintenance, survival and condition of all plants for a ,. period of one year after final acceptance in accordance with 5-11. Notify the Engineer upon completion of installation of all plants. Mowing as part of the landscape work will be identified in the Contract Documents. r Continue any mowing of the landscape areas specified in the Contract Documents throughout the establishment period. Provide a Warranty/Maintenance Bond to the Department in the amount of the total sums bid for all landscape items as evidence of warranty during this plant establishment period. The cost of the bond will not be paid separately, but will be included in the costs of other bid items. In addition to satisfying the provisions of Section 287.0935, Florida Statutes, the bonding w company is required to have an A.M. Best rating of "A" or better. If the bonding company drops below the "A" rating during the Warranty/Maimenance Bond period, provide a new Warranty/Maintenance Bond for the balance of the establishment period from a bonding company with an "A" or better rating. In such event, all costs of the premium for the new Warranty/Maintenance Bond will be at the Contractor's expense. The Engineer may conduct interim inspections of all landscape items during the plant "' establishment period, as well as at the end of the plant establishment period. As part of the warranty to the Department, and at no cost to the Department, replace all plants found not to meet minimum specifications as shown in 580-2.1.1 and 580-3.5 within ten days after each r' inspection. Prior to the end of the establishment period, remove all staking and guying from the project. At the end of the establishment period, the Engineer will release the Contractor from further warranty work and responsibility provided all plants are established and all previous warranty and remedial work, if any, has been completed to the satisfaction of the Engineer. r 580-6 Method of Measurement. The quantifies to be paid will be the items shown in the Contract Documents, completed and accepted. 580-7 Basis of Payment. Prices and payments will be full compensation for all work and materials specified in this Section. •. M or OW r—: SECTION 630 CONDUIT ar 630-1 Description. Install conduit for traffic signals and other electrically powered or operated traffic control r devices as shown in the plans and Design Standards, Index No. 17721. 630-2 Materials. r Use materials meeting the requirements of Section A630 of the current Minimum Specifications for Traffic Control Signal Devices (MSTCSD), except as provided in 603-2.2. No 630-3 Installation Requirements. 630-3.1 General: Consider the locations of conduit as shown on the plans as approximate. Construct conduit runs as straight as possible, and obtain the Engineer's approval w of all major deviations in conduit locations from those shown on the plans. Do not place more than the equivalent of four quarter bends or 360 degree of bends, including the termination bends, between the two points of termination in the conduit, r without a pullbox. Obtain the Engineer's approval to use corrugated flexible conduits for short runs 6 feet or less. Use only intermediate metal conduit, rigid galvanized conduit, rigid aluminum it conduit or PVC coated intermediate metal conduit for above -ground or underground electrical power service installations. Meet the requirements of Section 562 for coating all field cut and threaded galvanized pipe. r Use either schedule 80 PVC or fiberglass reinforced epoxy conduit for installations on bridge decks. Use either schedule 40 PVC or fiberglass reinforced epoxy, conduit for r underground and under pavement installations, except for electrical power service. When the installation of a conduit requires jacking under paved surfaces, railroads, etc., use an intermediate metal conduit as the sleeve for the underground conduit. r. Install the underground conduit as shown in the Design Standards, Index No. 17721. When a conduit installation changes from underground to above -ground, make the change a minimum of 6 inches below finished grade. r Install a No. 12 AWG pull wire or polypropylene cord the full length of all conduits that are designated for future use. Ensure that a minimum of 24 inches of pull line approved by the Engineer is accessible at each conduit termination. w Install an expansion fitting when conduit crosses an expansion joint of a structure. Use couplings and expansion joints made of the same material as the conduit. Ensure that all joints are made as specified by the manufacturer and are waterproof. For installations not specifically shown, install the conduit in accordance with NEC and/or National Electrical Safety Code requirements. When earth backfill and tamping is required, place backfill material as per Section 120 in layers approximately 12 inches thick, and tamp each layer to a density equal to or greater than the adjacent soil. +' When trenching, saw cut and repair all pavement and sidewalks encountered. rr When backfilling trenches in existing pavement, use a commercially available sand -cement (approximately 10:1 mix ratio). Provide a standard clearance between underground control cable and electrical w service cable or another parallel underground electrical service cable that meets National Electrical Safety Code requirements. 630-3.1.1 Fiber Optic Cable Conduit: Prevent the ingress of water, dirt, sand, and other foreign materials into the conduit prior to, during and after construction. Exclude water and debris from buried conduit and from the top riser assembly of aboveground conduit using a foam -sealing material, rubber plug, or other device designed for this application and approved by ` the Engineer. Use a UV -rated flexible conduit to protect the cable from the top of the conduit riser to the span messenger where the cable is to be lashed. Ensure that the conduit fill ratio (outer cable diameter to inner conduit/duct diameter) does not exceed 50%. Install the conduit system so the fiber optic cable maintains a minimum bend radius of 20 times the cable diameter. Install the conduit as shown in the plans. Provide all fittings and incidental materials necessary to construct a complete installation. Use approved methods for connecting w inner duct or conduit within or between plowed portions, trenched portions, and bored portions. Submit the conduit manufacturer's coupling method and material to the Department's Project Manager for approval. aw 630-3.1.2 Fiber Optic Cable Locate Wire: Bury locate wire along the centerline of the top outer surface of installed conduit, as shown in the plans, or as directed by the Engineer. Install locate wire in the trench or bore with all underground conduits to provide r end-to-end electrical continuity for electronically locating the underground conduit system. Do not install locate wire in a conduit with fiber optic cable. Do not run locate wires into field cabinets. Terminate locate wires at the r first and last pull boxes in the conduit run or as shown in the plans. Ensure that wire termination occurs only at the top of a pull box. In a trenching operation, install the locate wire no more than 3 inches above the conduit. Ensure that the locate wire enters all pull boxes and splice boxes, and that a minimum of 10 feet of slack locate wire is coiled and neatly stored in each box. In a boring operation, install the locate wire in an encasement. Drill a hole in the pull box or splice box for wire entry as shown in the plans. Fill any gaps between the locate wire and the hole it passes through with nonshrink grout or a similar sealant suitable for the application and approved by the Engineer. Perform continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate wire at no additional cost. Make locate wire splices in a flush grade -level box. Ensure that locate wire splices are waterproof and suitable for direct burial. Ensure that locate wire splices at the pull box meet NEC requirements. Ensure that locate wire splices include a mechanical crimp connection with a butt sleeve, an oxide -preventing aerosol lacquer, mastic electrical splicing tape, and standard electrical tape using methods and materials approved by the Engineer. At the �. completion of the installation, provide the Engineer with as -built drawings that document all splice locations. r M Li 630-3.2 Conduit Sizes: Size the conduit to be used on all installations, unless otherwise shown in the Contract Documents. Use conduit of sufficient size to allow the conductor to be installed without any damage and meeting NEC requirements. Use conduit that is at least 1 inch a. in diameter, except for the conduit protecting the ground wire on the side of a pole, use conduit that is at least 1/2 inch in diameter. 630-3.3 Conduit Joints: Make conduit joints using materials as specified by the • manufacturer. As an exception to the threaded coupling for intermediate metal conduit, at locations where it is not possible to screw the threaded coupling properly, the Contractor may use a waterproof slip -joint coupling approved by the Engineer. Secure the joint, and tighten threaded connections. Prior to insertion into the coupling, clean, prime and coat the ends of PVC conduit with a solvent -type cement as specified by the manufacturer. 1' 630-3.4 PVC Coating: Apply the PVC coating to the entire surface of the conduit, except for the threads, to attain a nominal thickness of 40 mils. Ensure that the coating is free of sags and/or drips. Ensure that the bond between the PVC coating and the conduit is greater than the tensile strength of the PVC coating. Attach the coupling to the conduit prior to the application of the coating for conduit of 1 inch diameter or less. Use a coupling with sleeve extensions on conduit larger than 1 inch. Ensure that the sleeve extensions on all threaded female openings have a length equal to the diameter of the conduit up to and including size number 53. 630-3.5 Conduit Terminations: Fit the terminating ends of all metal conduit and metal conduit sleeves with an appropriate bushing. For conduit to be encased in concrete, wrap with tape or otherwise protect all terminations to prevent the entrance of concrete. Connect new underground conduit(s) to existing underground conduit(s) with a ,r pull box. Install conduit terminating in a concrete strain pole through the cable entry hole and up the center of the pole to a location approximately 6 inches below the handhole. r Seal conduits terminating in a controller base, pole, pull box, junction box, or pedestal base with Appleton Duct Seal, Permagum Duct Seal, GB Duct Seal, or an equivalent moisture resistant sealant approved by the Engineer. +� For a controller base, pole or pedestal base, and junction boxes, terminate conduit runs into the center of the base or box at least 2 inches above the surface of the base. 630-3.6 Existing Underground Facilities: Coordinate with any potential conflicting underground utilities prior to starting all excavating or jacking operations at the project site. 630-3.7 Restoration of Trench Areas: Restore the conduit trench construction area to an acceptable condition. Such work includes replacement of all pavement areas, sidewalks, curbs, structures, or grass areas disturbed by the conduit trench. 630-3.8 Jacking Conduit: Use either intermediate metal conduit or rigid galvanized conduit as the sleeve when installation of a conduit requires jacking under paved surfaces, railroads, etc., with either polyvinyl chloride or fiberglass reinforced epoxy conduit installed in the jacked sleeve. Do not disturb any pavement without the approval of the Engineer. 630-3.9 Above -Ground Installation: Securely attach above -ground conduit installations to the surface of the supporting structure using conduit straps. As a minimum, use conduit straps located on 5 feet centers. Use galvanized metal conduit straps when installing intermediate metal conduit, fiberglass reinforced epoxy conduit, rigid galvanized conduit, rigid aluminum conduit or PVC coated intermediate metal conduit above ground. Use the same PVC coating for the metal straps as the conduit, when using PVC coated intermediate metal conduit. 630-3.10 Elbows: Use only preformed or field constructed conduit elbows. The radius of curvature of the inner edge of any bend shall not be less than shown below: r W W W •r 630-4 Method of Measurement. 630-4.1 General: Measurement for payment will be in accordance with the following work tasks. 630-4.2 Furnish and Install: The Contract unit price per foot of conduit, furnished and installed, will include famishing all hardware and materials as specified in the Contract Documents, and all labor, trenching, backfilling, and restoration materials necessary for a complete and accepted installation. OW Payment for conduit placed in the ground or used on bridge decks will be based on the horizontal path of the installed conduit as measured in a straight line between the centers of pull boxes, cabinets, poles, etc. No allowance will be made for sweeps or vertical distances y above or below the ground or the bridge deck. Due to conditions which may exist on the project site, the Contractor may furnish conduit in variable lengths. • Furnishing and installing the locate wire is included in the cost of the conduit. Conduit used for fiber optic cable includes the cost of furnishing and installing the locate wire and the cost of conducting the continuity test and the insulation resistance test. • 6304.3 Furnish: The Contract unit price per foot of Conduit, furnished, will include the cost of materials, and hardware as specified in the Contract Documents, plus all shipping and handling cost involved in delivery as specified in the Contract Documents. r' The Contractor shall furnish conduit in 20 foot sections with one coupling per section. 630-4.4 Install: The Contract unit price per foot of conduit, installed, will include all miscellaneous hardware and materials, labor, trenching, backfilling, and restoration materials necessary for a complete and accepted installation. r M Size Standard Radius 1/2 inch 4 inches 3/4 inch 4 1/2 inches 1 inch 5 1/2 inches 1 1/4 inches 7 1/4 inches 1 1/2 inches 8 1/4 inches 2 inches 9 1/2 inches 2 1/2 inches 10 1/2 inches 3 inches 13 inches 3 1/2 inches 15 inches 4 inches 16 inches 5 inches 24 inches 6 inches 30 inches 630-4 Method of Measurement. 630-4.1 General: Measurement for payment will be in accordance with the following work tasks. 630-4.2 Furnish and Install: The Contract unit price per foot of conduit, furnished and installed, will include famishing all hardware and materials as specified in the Contract Documents, and all labor, trenching, backfilling, and restoration materials necessary for a complete and accepted installation. OW Payment for conduit placed in the ground or used on bridge decks will be based on the horizontal path of the installed conduit as measured in a straight line between the centers of pull boxes, cabinets, poles, etc. No allowance will be made for sweeps or vertical distances y above or below the ground or the bridge deck. Due to conditions which may exist on the project site, the Contractor may furnish conduit in variable lengths. • Furnishing and installing the locate wire is included in the cost of the conduit. Conduit used for fiber optic cable includes the cost of furnishing and installing the locate wire and the cost of conducting the continuity test and the insulation resistance test. • 6304.3 Furnish: The Contract unit price per foot of Conduit, furnished, will include the cost of materials, and hardware as specified in the Contract Documents, plus all shipping and handling cost involved in delivery as specified in the Contract Documents. r' The Contractor shall furnish conduit in 20 foot sections with one coupling per section. 630-4.4 Install: The Contract unit price per foot of conduit, installed, will include all miscellaneous hardware and materials, labor, trenching, backfilling, and restoration materials necessary for a complete and accepted installation. r M W r7 The Engineer will supply conduit in sections with one coupling per section and elbows as required. Payment for conduit placed in the ground or used on bridge decks will be based on the horizontal path of the installed conduit as measured in a straight line between the centers of pull boxes, cabinets, poles, etc. No allowance will be made for sweeps or vertical distances above or below the ground or the bridge deck. Installing the locate wire is included in the cost of the conduit. Conduit used for fiber optic cable includes the cost of installing the locate wire and the cost of conducting the w, continuity test and the insulation resistance test. 630-5 Basis of Payment. Price and payment will be full compensation for all work specified in this Section. Payment will be made under: Item No. 630- 1-2 Conduit - per foot. M • M • n M • on AW M M or r. W r 0 SECTION 635 PULL AND JUNCTION BOXES 635-1 Description. Install pull and junction boxes for traffic signals. 635-2 Materials. Use Pull and Junction Boxes listed on the Department's Approved Product List (APL). .. Ensure that all Pull and Junction Boxes are marked in accordance with Section 603 and the markings are visible after installation. 635-3 Pull Boxes Installation. Install pull boxes in accordance with the Design Standards, Index No. 17721. Ensure that the pull box cover is flush with the finished grade or sidewalk. Do not install pull boxes in ru roadways, driveways, parking areas, ditches or public sidewalk curb ramps. 635-4 Junction Boxes Installation. 635-4.1 Aerial Junction Boxes: Install aerial junction boxes in accordance with the Design Standards, Index No. 17733. 635-4.2 Mounted Junction Boxes: Install mounted junction boxes in accordance with the Design Standards, Index No. 17841. Ensure that the bottom surface of pole mounted junction boxes is a minimum of 4 feet above the finished grade. 635-4.3 Cable Terminations: Make cable terminations in junction boxes in accordance i, with Section 632. Rout and form the cable to allow access to the terminal screws. Do not cover the terminal identification numbers with the cable. 635-5 General. Requirements. Do not pull signal or interconnect cable through a pull box used for loop termination. Use separate pull boxes for signal and interconnect cables. r, Use embedded junction boxes that include junction boxes, conduit, conduit expansion couplings, and miscellaneous hardware to make a complete and accepted installation - Ground all metal covers in accordance with Section 620. r When specified in the Contract Documents, disregard the grounding requirements for metal covers for pull and junction boxes powered strictly by battery or a combination of battery and solar energy or used exclusively for vehicle loop wires where signal or 120V interconnect power is not present. 635-6 Method of Measurement. 635-6.1 General: Measurement for payment will be in accordance with the following work tasks: 635-6.2 Furnish and Install: The Contract unit price each for Pull and Junction Boxes, furnished and installed, will consist of the pull and junction boxes including all required hardware for the type of box and location as specified in the Contract Documents, and all labor and materials necessary for a complete and accepted installation. ,. 635-6.3 Furnish: The Contract unit price each for Pull and Junction Box, furnished, will include the cost of the pull and junction box including covers, doors, locks and keys, and any to r L r necessary miscellaneous hardware specified in the Contract Documents, plus all shipping and handling costs involved in delivery as specified in the Contract Documents 635-6.4 Install: The Contract unit price each for Pull and Junction Box, installed, will include the cost of all labor, equipment, miscellaneous hardware and materials necessary to make a complete and accepted installation of the type box and at locations as shown on the plans. The Engineer will supply a complete box as specified in the Contract Documents. 635-7 Basis of Payment. Price and payment will be full compensation for all work specified in this Section, except ~ grounding. Payment for embedded junction boxes will not be made separately. The Contractor shall include the cost of embedded junction boxes in the Contract unit price for the concrete substructure or superstructure items_ Payment will be made under: Item No. 635- 1-11 Pull and Junction Boxes - per each w Item No. 635- 1-15 Slack/Splice Boxes - per each. W W W L:J 40 "7 C i SECTION 700 so SIGNING AND PAVEMENT MARKING A. Signing and pavement marking for traffic control shall conform to the requirements of the • Standard Specifications (2003) Manual on Uniform Traffic Control Devices, Supplemental Specifications, Roadway and Traffic Design Standards, manufacturers specifications. B. Traffic Signs: All existing signs which are the property of the Owner shall be transported to the Indian River County Road and Bridge Maintenance Yard by the Contractor during construction if they are within the construction limits. Care shall be e)iercised by the Contractor during removal, storage and relocation so as not to damage the signs. If any • damage occurs, as determined by the Owner's Engineer or Resident Construction Inspector, the sign shall be replaced by the Contractor with no compensation. • C. Article 700-11: The following is added to this Article: Payment shall be made under. Item No. 700-40-1 Item No. 700-46-21 • Item No. 700-46-11 Sign Single Post Sign Existing (Relocate) (Single Post) Sign Existing (Remove) SECTION 706 Per Each Per Each Per Each RAISED RETRO -REFLECTIVE PAVEMENT MARKERS AND BITUMINOUS ADHESIVE Specifications for Reflective Pavement Markers shall conform to the applicable portion so Section 706 of the Florida Department of Transportation Standard Specifications for Road and it Bridge Construction, (2007 Edition). 773 A. All reflective pavement markers shall be 4" x 4". Basis of Payment to The work listed under this Item shall include the furnishing and installation of all materials necessary to complete the installation of Reflective Pavement Markers in accordance with the details shown in the Construction Plans. to Payment shall be made under. Item No. 706-3 Reflective Pavement Markers Per Each J • 40 r SECTION 711 • THERMOPLASTIC TRAFFIC STRIPES AND MARKINGS Specifications for Thermoplastic Traffic Stripes and Markings shall conform to the applicable portion so Section 711 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction, (2007 Edition). • Basis of Payment The work listed under this Item shall included all painting, all cleaning and preparing of r surfaces, furnishing of all materials, including paints and spheres; the application, curing and protection of all paints; the protection of traffic; the furnishing of all tools, machines, and all other necessary equipment; and the furnishing of all incidentals necessary to complete the work. Payment shall be made under: Item No. 711-3 Directional Arrows Item No. 711-4 Skip Traffic Stripe Item No. 711-33 Skip Traffic Stripe Item No. 711-34 Solid Traffic Stripe Item No. 711-35-61 Solid Traffic Stripe Item No. 711-35-121 Solid Traffic Stripe Item No. 711-35-181 Solid Traffic Stripe Item No. 711-35-241 Solid Traffic Stripe Item No. 711-36-61 Solid Traffic Stripe .. Item No. 711-36-61 • or W Pavement Messages (Thermo) Per Each Directional Arrows (Thermo) Per Each Skip Traffic Stripe (Thermo)(White) Per LF Skip Traffic Stripe (Thermo)(Yellow) Per LF Solid Traffic Stripe (Thermo)(6"White) Per LF Solid Traffic Stripe (Thermo)(12"White) Per LF Solid Traffic Stripe (Thermo)(1 8White) Per LF Solid Traffic Stripe (Thermo)(24"White) Per LF Solid Traffic Stripe (Thermo)(6"Yellow) Per LF Solid Traffic Stripe (Thermo)(6"Yellow) Per LF