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HomeMy WebLinkAbout2008-307B STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE and Issued and Published Jointly By PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS AMERICAN CONSULTING ENGINEERS COUNCIL AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by The Associated General Contractors of America Construction Specifications Institute Copyright © 1996 National Society of Professional Engineers 1420 King Street, Alexandria , VA 22314 American Consulting Engineers Council 1015 15th Street N . W . , Washington , DC 20005 American Society of Civil Engineers 345 East 47th Street, New York , NY 10017 SECTION 01009 SPECIAL PROVISIONS 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 . 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 . D . 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 . ** End of Section ** 01009-1 01009-Special Provisions FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01009 - Special Provisions .doc SECTION 01024 FORCE ACCOUNT 1 . 1 General CONTRACTOR shall furnish all labor , materials , equipment and incidentals necessary to perform additional work not covered on the Contract Drawings . The force Account is intended as a contingency for unforeseen work . k/ ,. 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 . + + END OF SECTION + + 01024- 1 F:\Engineering\Special Projects\Eagle Trace Phase Wontract Documents\Eagle Trace Subdivision Phase II\01024 - Force Account.doc SECTION 01050 FIELD ENGINEERING AND LAYOUT 1 . 1 GENERAL A. The CONTRACTOR will furnish all construction staking project .for the All 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 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 1050- 1 01050 Field Engineering FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01050 - Field Engineering .doc that all survey or existing site information is correct and accurate , without any reasonably inferable errors , inaccuracies or omissions . 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 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 r A . CONTRACTOR shall erect and maintain white/black standard FDOT station markers every 100 feet. 1 . 4 LAYOUT OF STRIPING Establish by instrument , and mark the finished surface , the points necessary for striping finished roadway in conformance with Section 5J of FDOT Standard Specifications . + + END OF SECTION + + r 1050-2 01050 Field Engineering FAEngineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase1eeri0g doc Field 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 ,r 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 AWPA American Wood Preservers Association AWWA American Water Works Association AWS American Welding Society FED . SPEC . Federal Specifications 01091 -1 01091 Reference Standards FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase 11\01 091 - 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 NEC National Electric Code NSPE National Society of Professional Engineers OSHA Occupational Safety and Health Administration PCI Prestressed Concrete Institute FD.OT/DOT Florida Department of Transportation U . L . , Inc . Underwriter' s Laboratories , Inc . SSPC Steel Structures Painting Council SJRWMD St . Johns River Water Management District Co 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 + + 01091 -2 01091 Reference Standards FAEngineering\Special Projects\Eagle Trace Phase 2\contract Documents\Eagle Trace Subdivision Phase II\01 091 - Rr erence SECTION 01215 GENERAL QUALITY CONTROL 1 . 1 DESCRIPTION OF REQUIREMENTS A. Definitions : Specific quality control requirements for the work are indicated 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 necessarily limited to , inspection and testing and associated 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 may 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 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 01215-1 01215 General Quality Control FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01215 - General Quality.doc progresses . Control delivery schedules so as to minimize unnecessary long -term storage at the project site prior to installation . 1 . 5 PROJECT PHOTOG RAPHSNIDEOS 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 . 2 . The video shall include , but not be limited to , the following items shown in a clear manner: 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\Special Projects\Eagle Trace Phase 2\contract Documents\Eagle Trace Subdivision Phase II\01 QualitGeneral SECTION 01340 SUBMITTAL OF SHOP DRAWINGS AND PRODUCT DATA AND SAMPLES 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 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 , Be Shop drawings shall be prepared by a qualified detailer and shall be identified by reference to sheet and detail numbers on the Contract Drawings , 1 . 3 PRODUCT DATA A . Product data are manufacturer's standard schematic drawings and 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 . Be 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 . 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 . 01340 - Submittal of Shop Drawings .doc 01340- 1 F:\Engineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase II\01340 - Submittal of Shop Drawings.doc 15 CONTRACTOR' S RESPONSIBILITIES FOR SUBMITTAL OF SHOP DRAWINGS PRODUCT DATA AND SAMPLES 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 , 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 . 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 FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01340 - Submittal of Shop Drawings.doc 1 . 6 SUBMITTAL REQUIREMENTS AND ENGINEER' S REVIEW FOR SHOP DRAWINGS , PRODUCT DATA AND SAMPLES A. Submit to : Indian River County Jack Jolly , P . E . Engineering Division 1801 27th Street Vero Beach , FL 32960 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 indicating the following : 1 . OWNER' S Name 2 , Project Name 3 , Contract Number 4 . Transmittal Number 5 . Section Number 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] 01340 - Submittal of Shop Drawings .doc 01340-3 F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01340 - Submittal of Shop Drawings.doc 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 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 E . All submittals shall bear the stamp of approval and signature of CONTRACTOR as evidence that they have been reviewed by 01340 - Submittal of Shop Drawings.doc 01340-4 FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01340 - Submittal of Shop Drawings.doc 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 : 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 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 " M . Upon return of a submittal marked " Revise and Resubmit" , make the corrections indicated and repeat the initial approval procedure . The " Not Approved " notation is used to indicate material or equipment that is not acceptable . Upon return of a submittal so marked , repeat the initial approval procedure utilizing acceptable material or equipment . 01340 - Submittal of Shop Drawings.doc 01340-5 F:\Engineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase II\01340 - Submittal of Shop Drawings.doc 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 . O . Submit Shop 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 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 payments until approval thereof has been obtained in the specified manner . 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 Shop Drawings to CONTRACTOR . Q . Furnish required submittals with complete information and accuracy in 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 . + + END OF SECTION + + L L 01340 - Submittal of Shop Drawings.doc 01340-6 FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01340 - Submittal of Shop Drawings.doc 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 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 . Be 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 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 . Al 01520- 1 FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01520 - Construction Facilities .doc 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 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 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 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. 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 + + 01520-2 F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01520 - Construction Facilities .doc SECTION 01541 PROTECTION OF THE WORK AND PROPERTY 1 . 1 GENERAL 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 . Be In order torevent damage , injury or loss CONTRACTOR' S actions shall p 9 1 rY 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 . 1 . 2 BARRICADES AND WARNING SIGNALS Where Work is performed on or adjacent to any roadway , right-of-way , or public 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 responsibility for the maintenance of barricades , signs , lights , and for providing watchmen shall continue until OWNER accepts the Project . 01541 - 1 F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01541 - Protection of Property.doc L 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 . E . Within the limits of the Work , water trees and plants that are to remain , in order to maintain their health during construction operations . 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 . I . Coordinate Work in this Section with requirements of other sections herein . 1A 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 . 1 . 5 PROTECTION OF EXISTING STRUCTURES A. Underground Structures : 1 . Underground structures are defined to include , but not be limited to , all sewer , water , gas , and other piping , and manholes , chambers , electrical conduits , tunnels and other existing subsurface work located within or adja- 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 01541 -2 F :\Engineering\Special Projects\Eagle Trace Phase 2\contract Documents\Eagle Trace Subdivision Phase II\01541 - Protection of Property.doc existing utilities shown on the Contract Drawings are located according to the information available to the ENGINEER at the time the 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 . 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 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 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 . 01541 -3 F:\Engineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase II\01541 - Protection of Property.doc Be Surface Structures : 1 . 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 facile ities that are visible above the ground surface . 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 . 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 . 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 . 1 . 6 DAMAGE TO EXISTING STRUCTURES AND UTILITIES 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 be encountered , whether or not shown on the Drawings . Be 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 . 01541 -4 F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01541 - Protection of Property.doc 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 . + + END OF SECTION + + 01541 -5 FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01541 - Protection of Property.doc SECTION 01550 ACCESS ROADS , PARKING AREAS AND USE OF PUBLIC STREETS 1 . 1 GENERAL 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 . 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 . 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\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase I I\01550 - Access Roads.doc 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 working order while on the job site . + + END OF SECTION + + 01550 Access Roads 01550-2 F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase 11\01 550 - Access Roads.doc SECTION 01610 TRANSPORATION AND HANDLING OF MATERIALS AND EQUIPMENT 1 . 1 GENERAL A. Make all arrangements for transportation , delivery and handling of equipment and materials required for prosecution and completion of the Work . B . Shipments of materials to CONTRACTOR or Subcontractors shall be delivered to the site only during regular working hours . Shipments shall be addressed and consigned to the proper party giving name of Project , street number and city . Shipments shall not be delivered to OWNER except where otherwise directed . 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 . have products delivered to project site until related Shop Drawings have C . Do not ha p p J been approved by the ENGINEER . D . Do not have products delivered to site until required storage facilities have been 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\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase 11M610 - Transportation and Handling of Materials and Equipment.doc F . Partial deliveries of component parts of equipment shall be clearly marked to identify the equipment , to permit easy accumulation of parts , and to facilitate assembly . s G . Immediately on delivery , inspect shipment to assure : 1 . Product complies with requirements of Contract Documents and reviewed submittals . 2 . Quantities are correct . 3 . Containers and packages are intact , labels are legible . 4 . Products are properly protected and undamaged . 1 . 3 PRODUCT HANDLING 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 . 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 suitable materials handling equipment . + + END OF SECTION + + 01610-2 FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase 11\01610 - Transportation and Handling of Materials and Equipment.doc L L 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 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 + + 01611 -1 01611 —Storage of Material FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase 11\01611 - Storage of Materials .doc 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 A . For materials or equipment ( hereinafter products ) specified only by reference standard , select product meeting that standard by any manufacturer , fabricator , supplier or distributor ( hereinafter manufacturer) . To the maximum extent possible , provide products of the same generic kind from a single source . 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 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 . 05 of General Condi - tions , include in the request the following : 1 . For products or manufacturers : a . Product identification , including manufacturer' s name and address . 01630- 1 01630 Substitutions FAEngineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase 11\01 630 - Substitutions . doc L b . Manufacturer's literature with product description , performance and test data , and reference standards . 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 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 . It is indicated or implied on a Shop Drawing and is not accompanied by a formal Request for Substitution from CONTRACTOR . L I EER determines that a proposed substitute is not equal to that E . If the ENGIN p p 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 . 01630-2 01630 Substitutions I L F :\Engineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase II\01630 - Substitutions .doc rrr 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 . I . 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 used , 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 + + 01630-3 01630 Substitutions F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase 11\01 630 - Substitutions.doc SECTION 01710 SITE CLEANUP AND RESTORATION 1 . 1 SCOPE 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 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 FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01710 - Site Cleanup.doc 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 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 only on those surfaces recommended by the manufacturer. Follow the manufacturer's directions and recommendations at all times . 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 . 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 determined to be unsatisfactory by the OWNER or ENGINEER , at no additional expense . + + END OF SECTION + + 01710 Site Cleanup 01710-2 F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase M01710 - Site Cleanup.doc SECTION 01720 RECORD DOCUMENTS 1 . 1 GENERAL A. Maintain and provide the ENGINEER with record documents as specified below , except where otherwise specified or modified in Divisions 1 - 17 or the Supplementary Conditions . B . Maintenance of Documents : 1 . Maintain complete sets of record documents in CONTRACTOR's field office in clean , dry , legible condition . " Record Documents include but are not limited to : Drawings ( including Contract Drawings , Record Drawings , and electronic files of Record Drawings ) , Specifications , Addenda , approved Shop Drawings , samples , photographs , Change Orders , other modifications of Contract Documents , test records , survey data , Field Orders , and all other documents pertinent to CONTRACTOR' S Work . 2 . Provide files and racks for proper storage and easy access . File in accordance with filing format of Construction Specification Institute ( CSI ) . 3 . Make * documents available at all times for inspection by ENGINEER and OWNER . 4 . Do not use record documents for any other purpose and do not remove them from the field office . Co Recording : 1 . Label each document " PROJECT RECORD " in 2-inch high printed letters . 2 . Keep record documents current . 3 . Do not permanently conceal any Work until required information has been recorded . 1 . 2 RECORD DRAWINGS A . During the entire construction operation , maintain records of all deviations from the Drawings and Specifications and prepare therefrom , " Record Drawings" showing correctly and accurately , all changes and deviations from the work made during construction , to reflect the work as it was actually constructed . B . Mark whichever drawing is most capable of showing the constructed condition fully and accurately ; however , where shop drawings are used for mark-up , record a cross- reference at the corresponding location on the contract drawings . Mark- up new information that is recognized to be of importance to the OWNER but was not shown on either the contract drawings or shop drawings . Give particular attention to concealed work that would be difficult to measure and record at a later date . Note related change order numbers where applicable . C . Organize record drawing sheets into manageable sets , bind with durable paper cover sheets , and print suitable titles , date and other identification on the cover of 01720 - Record Documents.doc 01720 - 1 FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01720 - Record Documents.doc Rev. 05/01 each set . Include the following minimum information , as applicable : a . Depths of various elements of foundation in relation to datum . b . Horizontal and vertical location of underground utilities and appurtenances referenced to permanent surface improvements . c . Location of internal utilities and appurtenances concealed in construction referenced to visible and accessible features of structure . d . Field changes of dimensions and details . e . Changes made by Change Order or Field Order. f. Details not on the original Drawings . g . Information to be shown for potable water mains , reuse water mains , and sanitary force mains shall include the location of valves , tees , bends and crosses dimensioned to the baseline survey, , kx*jding the station and offset . Elevations at top of pipe shall be provided every 200 feet and at locations where design elevations were shown on the plans . For situations where the pipeline is being adjusted to avoid conflicts with other utilities (less than 1 00 ' in total length ) , then elevations shall be provided at the beginning of the deflection ( i . e . the first bend ) , middle of the deflection ( i . e . the point where the conflict would have occurred with the utility ) , and the end of the deflection ( i . e , the last bend ) . h . Information to be shown for gravity sanitary sewer mains shall include top of grate and invert elevations at all manholes . i . Information to be shown for drainage culverts shall include all culvert inverts , inlet grate and bottom elevations . j . Information to be shown for drainage swales shall include swale beginning and end bottom elevations , and highs and lows along top of bank . k . Information to be shown for outfalls shall include all pipe inverts , weir box elevations , weir elevation , and sizes . I . Information to be shown for retention ponds shall include perimeter elevations , grade breaks , and depths . Also , calculate the pond surface areas and storage volumes at the control water surface elevation and at the overflow elevation . m . Information to be shown for roadways shall include elevation of Point of Vertical Intersection ( PVI ) at the Profile Grade Line ( PGL ) , edge of pavement elevations at curb inlets , centerline of roadway elevations at 200 foot intervals , and stations and offsets for all structures . 1 . 3 CERTIFICATION OF PROJECT RECORD DRAWINGS A. OWNER will supply CONTRACTOR with Project Drawings in AutoCAD Release 14 format on compact disc or 3 . 5" floppy discs . Input Record Drawing information onto the AutoCAD files and return the files to the OWNER . Be CONTRACTOR and CONTRACTOR' s surveyor will each certify as to the accuracy of the Record Drawings and submit six (6 ) sets to the OWNER . The following certifications shall appear on each sheet of the Record Drawings : 01720 - Record Documents.doc 01720 - 2 FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01720 - Record Documents.doc Rev. 05/01 CONTRACTOR' S CERTIFICATION AS TO ACCURACY OF RECORD DRAWINGS : I HEREBY CERTIFY that to the best of my knowledge and belief, these Project Record Drawings are complete and accurate and correctly represent the . constructed Work for this project . Contractor: Date : Contractor' s License Number : SURVEYOR' S CERTIFICATION AS TO ACCURACY OF RECORD DRAWINGS : I HEREBY CERTIFY that to the best of my knowledge and belief, the land surveying information shown on these Project Record Drawings is complete and correctly represents the constructed Work for this project . I FURTHER CERTIFY that this survey work was performed by me personally or performed by individuals under my direct control and supervision . I ALSO CERTIFY that all the survey work for these Project Record Drawings meets all state laws and regulations regarding Land Surveyors and Mappers . Professional Surveyor and Mapper: Printed Name : Date : ( SEAL ) License Number: 1 . 4 SPECIFICATIONS AND ADDENDA A . Legibly mark up each Section to record : a . Manufacturer, trade name , catalog number , and supplier of each product and item of equipment actually installed . b . Changes made by Change Order or Field Order . c . Other matters not originally specified . 1 . 5 SUBMITTAL OF RECORD DOCUMENTS A . Deliver record documents to OWNER . Final payment will not be made until ENGINEER receives satisfactory record documents . Be Accompany submittal with transmittal letter containing : a . Date . b . Project title and number . c. CONTRACTOR' S name and address . d . Title and number of each record document. e . Certification that each document as submitted is complete and accurate . f. Signature of CONTRACTOR , or his authorized representative . 01720 - Record Documents .doc 01720 - 3 FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase 11\01 720 - Record Documents.doc Rev. 05/01 1 . 6 RESPONSIBILITY FOR ACCURACY OF RECORD DOCUMENTS A. The CONTRACTOR will be held responsible for the accuracy of Record Document data and shall bear all costs incurred by the OWNER as a result of incorrect data furnished by the CONTRACTOR that is contained in the Record Documents . * * END OF SECTION 01720 - Record Documents .doc 01720 - 4 F :\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\01720 - Record Documents.doc Rev. 05/01 L DIVISION 2 L TECHNICAL PROVISIONS F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\DIVISION 2 Cover Sheet.doc DIVISION 2 TECHNICAL PROVISIONS Section No . Title STANDARD SPECIFICATIONS 101 MOBILIZATION 102 MAINTENANCE OF TRAFFIC 104 EROSION AND WATER POLLUTION CONTROL 110 CLEARING AND GRUBBING 120 GRADING , EXCAVATION AND EMBANKMENT 334 SUPERPAVE ASPHALTIC CONCRETE 550 FENCE 575 SODDING UT WATER AND SEWER UTILITIES IR IRRIGATION BUF LANDSCAPE INSTALLATION 706 PAVEMENT MARKING F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\DIVISION 2 TECHNICAL PROVISIONS Table of Contents.doc SECTION 9611A & 0001 TECHNICAL PROVISIONS STANDARD SPECIFICATIONS All work of this Contract shall conform to the applicable technical specifications of Florida Department of Transportation Standard Specifications for Road and Bridge Construction , current edition , and Supplements thereto as noted in the Special Provisions and addenda thereto , except as modified and supplemented hereinafter . Reference to Article numbers herein -after 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 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. 101 MOBILIZATION Perform preparatory work and operations in mobilizing for beginning work on the project , including , but not limited to , those operations necessary for the movement of personnel , equipment , supplies , and incidentals to the project site and for the establishment of temporary offices , buildings , safety equipment and first aid supplies , and sanitary and other facilities . Include the costs of bonds and any required insurance and any other preconstruction expense necessary for the start of the work , excluding the cost of construction materials . Payment shall be made under : Item No . 101 - 1 Mobilization Lump Sum 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 ) 2000 Edition , FDOT Index 600 Series and FDOT Standard Specification Section 102 . The purpose of the Traffic Control Plan 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 preconstruction 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 grade . FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\9611A & 0001 - Technical Provisions .doc - 1 - Be Compensation : All compensation for maintenance of traffic including barricades (Type II ) , Barricades (Type III ) , Temporary Pavement , Off- Duty Police or Sheriff Deputy , Concrete Barrier (Temporary ) and vertical panels boards , shall 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 , construction and advisory signing , detours , temporary retaining systems , embankment , base material , asphaltic concrete , striping , cones , maintenance of pavement , asphaltic concrete curb , stormwater removal , temporary drainage structures and pipe , r 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. C . 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 Contractor $400 per day until remedied . D . Payment shall be made under: Item No . 102- 1 Maintenance of Traffic - Lump Sum 104 . EROSION AND WATER POLLUTION CONTROL PART 1 — GENERAL 1 . 1 SCOPE A. This Section covers erosion control and the treatment of dewatering water and stormwater runoff from the construction site and work area . The pollution control measures shall prevent turbid or otherwise polluted waters from being discharged from the construction site or work area , to undeveloped portions of the site or off-site . Be The OWNER considers pollution from dewatering water and stormwater runoff from a construction site or work area to be a very serious offense . The CONTRACTOR is solely responsible for preventing pollution caused by dewatering water and stormwater runoff from the construction site or work area . C . The pollution control measures specified herein represent minimum standards to be adhered to by the CONTRACTOR throughout the Project' s FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\9611A & 0001 - Technical Provisions .doc - 2 - L construction . The OWNER reserves the right to require the CONTRACTOR to employ additional pollution control measures , when in the sole opinion of the OWNER, they are warranted . If site specific conditions require additional erosion and stormwater pollution control measures during any phase of construction or operation to prevent erosion or to control sediment or other pollution , beyond those specified in the Drawings or herein , implement additional best management practices as necessary , in accordance with Chapter 4 , " Best Management Practices for Erosion and Sedimentation Control " of the Florida Erosion and Sediment Control Inspector' s Manual , D . The OWNER may terminate this Contract if the CONTRACTOR fails to comply with this Section . Alternatively , the OWNER may halt the CONTRACTOR' s operations until the CONTRACTOR is in full compliance with this Section . If the OWNER halts the CONTRACTOR' s work as a result of its failure to comply with this Section , the Construction Contract time clock will continue to run . E . In addition to these Specifications , comply with Chapter 4 , " Best Management Practices for Erosion and Sedimentation Control" of the Florida Erosion and Sediment Control Inspector' s Manual . If there is a conflict between the referenced Chapter 4 and these Specifications , the more stringent requirement shall prevail . 1 . 2 SOME PERMITS TO BE OBTAINED BY THE CONTRACTOR A . There are existing permits for this project . Per paragraph SC- 6 . 08 . 13 of the Supplementary Conditions , the CONTRACTOR shall apply for , obtain , and pay for all other required permits and licenses . This may include but not be limited to : 1 . Long -term or short-term dewatering permit as required by the St . Johns River Water Management District (SJRWMD ) . Contact SJRWMD at (321. ) 9844940 to determine which permit is required and the associated statutory requirements ; and 2 . The State of Florida Generic Permit for Stormwater Discharge From Large and Small Construction Activities . Contact the Florida Department of Environmental Protection ( FDEP ) at (866 ) 336-6312 (toll free ) or (850 ) 245-7522 or www . dep . state .fl . us/water/stormwater/npdes/* Be Provide copies of all permits to the OWNER and ENGINEER and comply with all conditions contained in all permits at no extra cost to the OWNER . If there is a conflict between any permit requirement and these Specifications , the more stringent specification or requirement shall govern . 1 . 3 GENERAL A. Do not begin any other construction work until the pollution control and treatment system has been constructed in accordance with approved plans and approved for use by the OWNER and applicable permitting authorities . FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase 11\961 1A & 0001 - Technical Provisions.doc . 3 . Be From time to time , the OWNER or ENGINEER will inspect the pollution control and treatment system and may take effluent samples for analysis by a testing laboratory selected and paid for by the OWNER . If at any time , the OWNER or ENGINEER determines that the pollution control and treatment system is not in compliance with the approved system , the OWNER or ENGINEER will shut the portion of the project down that is not in compliance , and it shall remain shut-down until the pollution control and treatment system is properly constructed or repaired , and complies with the approved pollution control and treatment system plans and specifications . C . Schedule construction to minimize erosion and stormwater runoff from the construction site . Implement erosion control measures on disturbed areas as soon as practicable in portions of the site where construction activities have temporarily or permanently ceased , but in no case more than 7 days after the construction activity in that portion of the site has temporarily or permanently ceased . D . Inspect each pollution control system at least once per day . Clean and maintain each pollution control system as required by its manufacturer or the OWNER , until the system is no longer needed . If a water quality violation occurs , immediately cease all work contributing to the water quality violation and correct the problem . E . Discharge shall not violate State or local water quality standards in the receiving waters , nor cause injury to the public health or to public or private property , nor to the Work completed or in progress . The receiving point for water from construction operations shall be approved by the applicable regulatory agency and the ENGINEER . F . Promptly repair all damage at no cost to the OWNER . 1 . 4 SUBMITTALS A . Shop Drawings : Submit shop drawings of the proposed pollution control and treatment systems in accordance with Article 6 . 17 of the General Conditions . 1 . 5 STATE CERTIFIED EROSION CONTROL SPECIALTY SUBCONTRACTOR IS REQUIRED FOR DESIGN , INSTALLATION , AND MAINTENANCE A. Site-specific design of the erosion and stormwater pollution control system , and installation and maintenance of all erosion and stormwater pollution control devices , shall be by a State certified erosion control specialty subcontractor who specializes in the design , installation , and maintenance of such devices . After installation , this subcontractor shall maintain the erosion and stormwater pollution control devices until the devices are no longer necessary . ( Note : The CONTRACTOR may install and maintain the erosion and stormwater pollution control system under the direction of the State certified erosion control specialty subcontractor . ) Before beginning construction , submit to the ENGINEER for review , a Stormwater Pollution F :\Engineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase II\9611A & 0001 - Technical Provisions.doc - 4 - Prevention Plan , prepared by the State certified erosion control subcontractor . The CONTRACTOR shall complete the certification provided at the end of this Section and it shall be a part of the Stormwater Pollution Prevention Plan . 1 . 6 " POLLUTION " AND CERTAIN UNCONTESTABLE POLLUTION EVENTS DEFINED A. Except as may be defined otherwise in paragraphs 1 . 6 . 13 , 1 . 6 . C , and 1 . 6 . D , " pollution " is the presence in off-site waters of any substances , contaminants , or manmade or human-induced impairment of waters , or alteration of the chemical , physical , biological , or radiological integrity of water in quantities or at levels which are or may be potentially harmful or injurious to human health or welfare , animal or plant life , or property . Pollutants to be removed include but are not limited to , sediment and suspended solids , solid and sanitary wastes , phosphorus , nitrogen , pesticides , oil and grease , concrete truck washout , construction chemicals , and construction debris . B . When the Discharge is Directly Into an Existing Water Body , Pollution Occurs When . . . An existing water body ( including ditches and canals ) is defined to be polluted by the CONTRACTOR' s operations when at any time , the turbidity of the water immediately downstream of the CONTRACTOR' s discharge point(s) is 29 nephelometric turbidity units ( NTUs ) higher than the turbidity of the background water upstream of the discharge point( s ) . [See Fla . Administrative Code 62-302 . 530] The ENGINEER or OWNER shall determine the locations where the turbidity is measured . C . When the Discharge is not Directly Into an Existing Water Body , Pollution Occurs When . . . In some instances , dewatering water or stormwater runoff from the construction site or work area may reach a water body indirectly , such as after traveling through pipes or by overland flow . Before construction commences , the OWNER or ENGINEER will measure background levels of total suspended solids (TSS ) and turbidity , in the immediate vicinity of the discharge water' s ultimate discharge point into the receiving water body . If the discharge water' s TSS and turbidity measurements exceed these pre-construction background values by 29 NTUs for turbidity , then the discharge from the CONTRACTOR Is operations is defined to be polluted . D . Pollution Always Occurs When . . . .The discharge is defined to be polluted whenever any of the following is present in the discharge water: ( 1 ) Hazardous waste or hazardous materials in any quantity , (2 ) Any petroleum product or by-product in any quantity , (3 ) Any chemical in any quantity , or (4 ) Concentrated pollutants . E . Above paragraphs 1 . 6 . 13 , 1 . 6 . C , and 1 . 6 . D do not in any way , limit the types of conditions in which pollution may be determined to occur . 1 . 7 PENALTIES FOR NONCOMPLIANCE WITH THIS SECTION FAEngineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase II\9611A & 0001 - Technical Provisions .doc - 5 - A . In addition to the OWNER' s other remedies listed herein , if the CONTRACTOR fails to comply with this Section and erosion or pollution is caused by dewatering water or stormwater runoff from the construction site , the OWNER will report the violations to the Indian River County Code Enforcement Board , SJRWMD , Indian River Farms Water Control District (or other F . S . Chapter 298 Drainage District , as appropriate ) , and other pertinent regulatory or enforcement agencies . PART 2 MATERIALS AND INSTALLATION 2 . 1 GENERAL A. Staked Silt Fences : 1 . General : ' Use silt fences to control runoff from the construction site where the soil has been disturbed . 2 . Installation : Install per the manufacture' s recommendations and as specified herein . In general , install the silt fence in a manner that allows it to stop the water long enough for the sediment to settle while the water passes through the silt fence fabric . All supporting posts shall be on the down -slope side of the fencing . Place the bottom of the fabric 6-inches minimum , under compacted soil to prevent the flow of sediment underneath the fence . Otherwise , install in accordance with FDOT Index No . 102 . 3 . Removal : Contractor is responsible for removal of silt screens . 4 . Product: All material shall be new and unused . Use FDOT Type IV silt fences where large sediment loads are anticipated , where slopes are 1 : 2 (vertical : horizontal ) or steeper , or as directed by the ENGINEER ; otherwise use FDOT Type III silt fence . ( a ) For FDOT Type III Silt Fence - ACF Environmental , Catalog No . 360800000 , Florida DOT Silt Fence . U . S . Sieve = 30 , tensile strength = 120 pounds . The heavy-duty filter fabric shall be pre-attached to 48- inch long stakes on 6-foot centers . ( 1 - 800-448-3636 ) . ( b ) For FDOT Type IV Silt Fence , modify the above Catalog No . 360800000 to comply with FDOT Index No . 102 . (c) Or equivalent. Be Turbidity Barriers : 1 . General : Use turbidity barriers to control sediment contamination of rivers , lakes, ponds , canals , etc . 2 . Installation : Install per the manufacturer' s recommendations and per FDOT Index No . 103 unless directed otherwise by the ENGINEER . 3 . Removal : Contractor is responsible for disposal of turbidity barriers . 4 . Product : All material shall be new and unused . The turbidity barrier shall be a pervious barrier and the fabric color shall be yellow . a . Parker Systems , Inc. ( 1 -866-472-7537 ) , model Type I . b . Or equivalent . C . Sedimentation Control From Dewatering or Pumping Operations Using Filter FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\9611A & 0001 - Technical Provisions .doc . 6 - L Bags : 1 . Remove silt , sediment , and other particles from dewatering or pumping applications using a filter bag . The bag shall be manufactured using a polypropylene non -woven geotextile and sewn by a double-needle machine , using a - high strength nylon thread . The bag shall have a fill spout large enough to accommodate a 4-inch pump discharge hose . Straps shall be attached to the bag to secure the hose and prevent pumped water from escaping without being filtered . 2 . Installation : Install in accordance with the manufacturer' s specifications . Use as many filter bags as required , at no additional cost to the OWNER . Dispose of the bags offsite , at no cost to the OWNER . If the bags are placed on aggregate to facilitate filtration efficiency , do not use limerock aggregate . 3 . Product: The filter bag shall be supplied with lifting straps . a . " DIRTBAG 53 or 55 as applicable , " supplied by ACF Environmental , Inc. ( 1 -800448-3636 ) . b . " DANDY DEWATERING BAG " supplied by Dandy Products , Inc . ( 1 -800 -591 -2284 ) . C , Or equivalent. D . Curb Inlet Protection : 1 . Filter stormwater before it enters curb inlets . 2 . Installation : Install in accordance with the manufacturer' s specifications . Use as many of the specified filtration devices as required , at no additional cost to the OWNER . 3 . Removal : The filtration devices shall be removed from the property by the Contractor upon completion of the project . 4 . Product: All materials shall be new and unused . The length of the curb inlet filtration device shall be at least 2-feet longer than the curb inlet opening . a . " GUTTERBUDDY , " supplied by ACF Environmental , Inc . ( 1 - 800-448-3636) . b . Or equivalent . E . Catch Basin Protection : 1 . Filter stormwater before it enters catch basins (drop inlets ) . The " sack" shall be manufactured from woven polypropylene geotextile and sewn by a double- needle machine , using a high strength nylon thread . The sack shall be manufactured to fit the opening of the catch basin or drop inlet and it shall have the following features : two dump straps attached at the bottom to facilitate emptying ; lifting loops as an integral part of the system to be used to lift the sack from the basin ; and a yellow restraint chord approximately halfway up the sack to keep the sides away from the catch basin walls . The yellow restraint chord shall also serve as a visual means of indicating when the sack should be emptied . 2 . Installation : Install in each catch basin in accordance with the FAEngineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase 11\9611A & 0001 - Technical Provisions.doc - 7 - manufacturer' s specifications . Use as many of the specified filtration devices as required , at no additional cost to the OWNER . 3 . Removal : The Contractor will be responsible for removal of all filtration devices . 4 . Product : All materials shall be new and unused . a . "SILTSACK" ( regular flow) , supplied by ACF Environmental , Inc. ( 1 -800448-3636 ) . b . " FloGuard + PLUS , " supplied by Kristar Enterprises , Inc . ( 1 -800 - 579-8819 ) . c . Or equivalent . F . Construction Site Egress Driveways : Minimize the transport of sediment and soil from the construction site or work area by vehicle wheels . Construct a crushed rock driving surface at the vehicle exit point(s ) . Provide an area large enough to remove the sediment and soil from vehicle wheels before the vehicle leaves the construction site or work area . Provide wash-down stations as required to wash vehicle tires and retain all washwater on -site . G . Rock and Stone for Erosion Control and Pollution Control and Treatment : 1 . Crushed Limerock : Crushed limerock shall not be used under any circumstance . 2 . Acceptable Material : FDOT #4 non -calcareous aggregate ( usually granite ) , washed and meeting the requirements of FDOT Standard Specifications for Road and Bridge Construction , Section 901 , H . Hay Bales : Hay bales shall not be used . PART 3 EXECUTION A . Design , construct, and maintain the pollution control and treatment system to minimize erosion and capture , and remove pollutants from the construction site and from all other areas disturbed by construction activities . PART 4 COMPENSATION A. All payment for the above items shall be made under: Item No . 104- 13 — Staked Silt Fence — Per Linear Foot [The remainder of this page was left blank intentionally] F :\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\9611A & 0001 - Technical Provisions.doc . 8 - CONTRACTOR' s CERTIFICATION REGARDING EROSION CONTROL AND TREATMENT OF DEWATERING WATER AND STORMWATER FROM THE CONSTRUCTION SITE (TO BE MADE A PART OF THE STORMWATER POLLUTION PREVENTION PLAN ) STATE OF COUNTY OF Personally before me the undersigned officer , authorized by the laws of said state to administer oaths , comes , who on oath says : That he or she is the CONTRACTOR with whom Indian River County , Florida , a political subdivision of said state , did on the day of , 20 , enter into a contract for the performance of certain work , more particularly described as follows : EAGLE TRACE SUBDIVISION -PHASE II INDIAN RIVER COUNTY PROJECT #0813 UNDER PENALTY OF PERJURY , affiant further says that he or she understands and shall comply with , the terms and conditions of the following : 1 . The State of Florida Generic Permit for Stormwater Discharge From Large and Small Construction Activities , 2 , The Stormwater Pollution Prevention Plan , 3 , Section 104 of the Specifications - Erosion Control and Treatment of Dewatering Water and Stormwater From the Construction Site , 4 , The St. Johns River Water Management District permit , and 5 . All Codes and Ordinances of Indian River County . ( Corporate Seal ) ( Contractor) By : Subscribed and sworn to before me this day of , 20 Notary Public State of Florida at Large My Commission expires : + + END OF SECTION + + FAEngineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase II\9611A & 0001 - Technical Provisions .doc - 9 - 110 . CLEARING AND GRUBBING A Payment for Clearing and Grubbing shall include compensation for: the removal and disposal of exotic vegetation , 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 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 . Clear and grub within the entire limits of the right-of-way except in specific areas designated by the Engineer to remain for aesthetic purposes . Also clear and grub all existing exotics on the project eastern burm . Co 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. D . Removal of existing pavement includes all removal and disposal of the asphalt within the limit shown on the plans . E . Payment shall be made under: Item No . 110 - 1 Clearing and Grubbing — Lump Sum ITEM NO . 120 — GRADING . EXCAVATION AND EMBANKMAENT The work specified in this item shall conform to Section 120 of the Florida Department of Transportation Specifications for Road and Bridge Construction . ( Latest Edition ) This item shall include all excavation of whatever kind , including subsoil , if necessary , for the roadway , drainage channels , removal of existing pavement , structures and any other work normally included in Section 120 -7 . Also included is all work necessary to construct all necessary embankments , including compaction of same , normally included in Section 120-8 and 102 -9 . Grading of swales and the construction of all earthwork necessary to achieve the final elevations , lines , grades and contours shown on the plans shall be included in this item . No other additional payment will be made for any earthwork , grading or excavation . Item of Payment Payment for the work specified in this item shall be made under: Bid Item No . 120 - 6 Embankment (fill ) Cubic Yard Bid Item No . 120- 1 Excavation , Regular Cubic Yard . 334 . SUPERPAVE ASPHALTIC CONCRETE F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\9611A & 0001 - Technical Provisions.doc . 10 - I I - oop suotsinoid teoruuoaZ - 1000 78 di I96\II osegd uocsinipgns omit Q1Sva\s1u2um00(1 ;3ua4u0D\Z asugd oou.i,L a12ug\s1oofoid 1uioadS\Suuaau12ua\: d s1slsuoo uol}oes sly} ul pellloads � Jom ayl :)laoM 10 adooS : papnloul AjoM g •.iemow bulyolnw a u31M Iu61au „g }e Pam= eq of ` ( 6Z lo, abed ) Z ' LmVO � uo !�oaS g11m eouepa000e ul Bum= epnioul osle llegs ilaonn slut ( aul}sn6ny • 1S ao e1ue8 eu1}ua6ay) 6ulIslx9 se AaUen awes ayl 10 aq legs pos nnau ay1 ssea6 paysllgelse peq (lsnolnad 4oigm ul eaae aue bulppos WOW 'aaaul6u3 eql � q p ( a 10 pme eaae 941 01 uoiuwoo sl J8gJ f}alaen eql jo eq llegs joefoid eql ion. poS : uoi1dlaos9a ' y JNIaaOS ' OLO food leaulml — aouad 0 x -000 ' oN waIl , iapun apew eq Ileys 1uaw�(ed a aaaml6u3 eqj �(q paaap io s1sod jo sul6ual ei1xe aql 6ulpnloul jou }nq aim pegaeq leuolllppe eqj 6ulpnloul ` s1sod ayl aol � oddns alenbapeul jo uleaaal io ` umiel aeln6aul JOAO uollona}smoo leloads aoj paalnbaa slepejew io AiOm leuo11lppe Auy 0 ' spunoa6 leolajoele jo ile1sul pue 6ulgsluanl Auy ' ulaaay pelpeds se ` leuajew jo ads(} JOA9184M ul ` seloq }sod iol uoljeaedaad li`d E ' aoual ay} }o uollonalsuoo o} lelueploul bul.ieelo Ieuol1lppe Auy ' Z ' aoual au} jo aull eqj 6uole upial eqj aaedEad pue lanal 01 paalnbaa Niom Aud ' I, amioM lelueplou ! o !d!oads 6ulmollol ay} ` ol pallwll eq IOU Inq ` apnloul ll ! m juaw�(ed pue aolad gonS ' s1sod lind pue pue ` aawoo ` sIsod Emil 6ulpnloul ` uollelleisul alaldwoo eqj io} Aiesseoeu slepejew pue �laom fie iol uogesuadwoo ilnj aq II !m ` bulouad 10 well eqj iol }ool aad aoud pn }oealuoo aul ' e • sue d a uo umo s eaae amesaad ueldn a I 4� u P joeal eqj jo aajawind eqj punoie aoua3 wiel ,d, Edi i a loan pue uslul :J ' d 3aN3d ' 005 • pieA aaenbS aad — ( A ) ele moa ollleudsd 0-6-dS — L ' ti££ ' oN W911 : aapun spew eq lleuS juawAed ' e ' ss9uAoig1 pagloads Ey} to sseoxe ul ssau�l0M llegdse iol apew Eq il !m juawAed IeuolIlppe ON ' slelaalew snoulwnllq iol apew aq 1pm juawAed ajeaedas ON ' (x! W 1Ueld ) �lelaajew snoulwnllq pue lenowaa }uawaned ` jew >loej eq ll !m }uaw�(ed slut ul papnloul ' ( uo111p3 Is91e-1 ) uol}onalswo 96ppo pue peon iol suoijeogpeclS piepuelS uol}epodsueal jo juew}iedaa eppo13 Eul 10 � -v££ u01109S 01 waopoo llegs wall slut ul pagloads A iom all ' `d 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 . Fertilize in accordance with the sod supplier' s recommendations . 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 health 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 . 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 164-8 . Fertilizer shall include iron , minor nutrients and trace elements . At least 50 percent of the nitrogen shall be derived from organic sources . At least 50 percent 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 quantitative analysis card attached to each bag or other container . Contractor shall ensure 1 pound of nitrogen per 1 , 000 square feet . E . 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 . F . Application of Fertilizer: Before applying fertilizer, the soil pH shall be brought to a range of 6 . 0 - 7 . 0 . Fertilize in accordance with sod supplier' s recommendations . Contractor shall apply applications as 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 F :\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\9611A & 0001 - Technical Provisions . doc . 12 - 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 . G . 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 . 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 featheredge effect . Where sodding is placed abutting paved shoulder, the contractor is to ensure that the finished sod elevation is 1 Y2' 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 . Sodding shall not be performed when weather and soil conditions are , in the Engineer's opinion , unsuitable for proper results . Sod shall be placed around all structures , equipment pads , etc . H . 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 2 weeks . 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) . I . Maintenance : The Contractor shall , at his expense , maintain the sodded areas in a 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 maintain the sodded area up to the final acceptance date as directed by the Engineer . Grass height shall not exceed 6 " without mowing . J . Article 575-5 ( Page 669 ) . The first two paragraphs under this Article are deleted and the following substituted : The contract unit price for sodding shall include the costs of sod , fertilizer, mowing , disposal of clippings , water, tools , equipment , labor and all other incidentals necessary . FAEngineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase H\961 1A & 0001 - Technical Provisions. doc . 13 - K. Payment shall be made under: Item No . 575 - 1 Sod - Per Square Yard ITEM #UT WATER AND SEWER UTILITIES A. Water Utilities The water utilities for this project shall be constructed per the " Indian River County Technical Specifications" , latest edition . This document can be purchased from Indian River County Utilities . Relocation of existing fire hydrants shall include the cost of all pipe , fittings , thrust blocks , retaining rods , trenching grading , and incidental items associated with relocation . B . Sewer Utilities The sewer utilities for this project shall be constructed per the " Indian River County Technical Specifications" , latest edition . This document can be purchased from Indian River County Utilities . CO Restrained Joints All exposed bolts , nuts & washers shall be 304 stainless steel . . D . Earthwork and Backfill Compaction - All fill must be compacted by hand tamping from under the pipe up to the center-line . Backfill shall be compacted in 6 " lifts up to the surface to achieve a minimum compaction of 98 percent of maximum density in roadways and shoulders and 95 percent in easements , in accordance with AASATO T- 180 and D-2167 . E . Ductile Iron Pipe and Fittings 1 . General All buried ductile iron pipe shall be manufactured in accordance with AWWA Specification C- 151 and shall be Class 52 minimum . All exposed ductile iron pipe shall be Class 53 minimum . 2 . Fittings All underground fittings shall be either bell and spigot , or mechanical joint. Mechanical joints shall conform to AWWA specification C110 (ANSI 21 . 10-87 ) , or latest revision . All exposed aboveground fittings shall be flanged joint . 3 . Bell and Spigot Connections F :\Engineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase H\961 IA & 0001 - Technical Provisions . doc . 14 - L Joints in bell and spigot pipe shall be push-on , mechanical , or restrained joints in accordance with AWWA Standard C- 111 (ANSI 21 . 11 -85 ) , or latest revision . Mechanical joint pipe set-screw type retainer glands will not be permitted . 4 . Flanged Connections Flanged pipe with screwed -on flanges shall be furnished with long hubs , and the flanges shall be screwed on the threaded end of the pipe in the shop , and the face of the flange and end of pipe refaced together. There shall be no leakage through the pipe threads and the flanges shall be designed to .prevent corrosion of the threads from outside . The back of the hub shall be caulked where the hub threads joint with the pipe . F . Disinfecting Potable Water Pipelines Before being placed in service , all potable water pipelines shall be chlorinated in accordance with the latest edition of AWWA C-651 , " Standard Procedure for Disinfecting Water Mains" , except that the use of tablets is strictly prohibited . The procedure shall be approved by the Engineer . The location of the chlorination and sampling points will be as specified by the Florida Department of Environmental Protection , Water Distribution System Permit . Taps for chlorination and sampling shall be uncovered and backfilled by the Contractor, as required . G . Payment Shall Be Made Under: Item No . UT 3 Fire Hydrant Relocation — Each Item No . UT 1 Trace Wire Repair — Each Item No . UT 2 Valve Marker Installation — Each ** END OF SECTION" t F :\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase "61 1A & 0001 - Technical Provisions. doc - 15 - MENNEN SECTION IR IRRIGATION ITEM #IR IRRIGATION SPECIFICATIONS GENERAL PIPE AND FITTINGS PIPE BEARING RECLAIMED WATER SHALL BE PURPLE COLORED OR IDENTIFIED BY OTHER ACCEPTED METHOD AS DESCRIBED IN S62- 610FAC TO DIFFERENTIATE RECLAIMED WATER FROM DOMESTIC OR OTHER WATER . PVC PIPE AND FITTINGS A . PVC PIPE SHOULD COMPLY WITH ONE OF THE FOLLOWING STANDARDS : ASTM D- 1785-99 , ASTM , D-2241 -00 , AWWA C-900-97 , OR AWWA C- 905-97 , SDR- PR PIPE SHALL HAVE A MINIMUM WALL THICKNESS AS REQUIRED BY SDR-26 , B . ALL SOLVENT-WELD PVC FITTINGS SHALL , AT A MINIMUM , MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTM D -2466-01 , C . THREADED PVC PIPE FITTINGS SHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTM D - 2464-99 . D . PVC GASKETED FITTINGS SHALL CONFORM TO ASTM D-3139-98 , GASKETS SHALL CONFORM TO ASTM 17477-99 . E . PVC FLEXIBLE PIPE SHOULD BE PRESSURE RATED WITH STANDARD OUTSIDE DIAMETERS COMPATIBLE WITH PVC IPS SOLVENT-WELD FITTINGS . F . PVC CEMENT SHOULD MEET ASTM D -2564-96A . PVC CLEANER SHOULD MEET ASTM F-656-96A. DUCTILE IRON PIPE AND FITTINGS A . GASKET FITTINGS FOR IRON PIPE SHOULD BE OF MATERIALS AND TYPE COMPATIBLE WITH THE PIPING MATERIAL BEING USED , STEEL PIPE AND FITTINGS A . ALL STEEL PIPE SHALL BE RATED SCHEDULE 40 OR GREATER AND BE HOT- DIPPED GALVANIZED OR BLACK IN ACCORDANCE WITH ASTM A-53 -01 . B . THREADED FITTINGS FOR STEEL PIPE SHOULD BE SCHEDULE 40 MALLEABLE IRON . F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F. McCain .doc - 1 - POLYETHYLENE PIPE A. SWING JOINTS SHALL BE THICK-WALLED WITH A MINIMUM PRESSURE RATING OF 75 PSI IN ACCORDANCE WITH ASTM D- 2239,,,99 , B . LOW PRESSURE POLYETHYLENE PIPE FOR MICRO IRRIGATION SYSTEMS SHALL CONFORM TO ASAE S435 , C . USE FITTINGS MANUFACTURED SPECIFICALLY FOR THE TYPE AND DIMENSIONS OF POLYETHYLENE PIPE USED . SPRINKLERS , SPRAY HEADS AND EMITTERS A . SELECT UNITS AND NOZZLES IN ACCORDANCE WITH THE SIZE OF THE AREA AND THE TYPE OF PLANT MATERIAL BEING IRRIGATED . B . USE EQUIPMENT THAT IS PROTECTED FROM CONTAMINATION AND DAMAGE BY USE OF SEALS , SCREENS , AND SPRINGS WHERE SITE CONDITIONS PRESENT A POTENTIAL FOR DAMAGE . C . SUPPORT RISER- MOUNTED SPRINKLERS TO MINIMIZE MOVEMENT OF THE RISER RESULTING FROM THE ACTION OF THE SPRINKLER . D . SWING JOINTS SHALL BE CONSTRUCTED TO PROVIDE A FLEXIBLE , LEAK- FREE CONNECTION BETWEEN THE SPRINKLER AND LATERAL PIPELINE TO ALLOW MOVEMENT IN ANY DIRECTION AND TO PREVENT EQUIPMENT DAMAGE , E . SPRINKLERS AND EMITTERS USED WITH RECLAIMED WATER SHALL BE COLORED PURPLE OR IDENTIFIED BY OTHER ACCEPTED MEANS AS DESCRIBED IN S62-610FAC TO DIFFERENTIATE RECLAIMED WATER FROM DOMESTIC OR OTHER WATER . VALVES A . VALVES MUST HAVE A MAXIMUM WORKING PRESSURE RATING EQUAL TO OR GREATER THAN THE MAXIMUM PRESSURE OF THE SYSTEM , BUT NOT LESS THAN 125 PSI , THIS REQUIREMENT MAY BE WAIVED FOR LOW MAINLINE PRESSURE SYSTEMS ( 30 PSI OR LESS ) , B . USE VALVES THAT ARE CONSTRUCTED OF MATERIALS DESIGNED FOR USE WITH THE WATER AND SOIL CONDITIONS OF THE INSTALLATION , C . USE VALVES THAT ARE DESIGNED TO BE PROTECTED FROM DEBRIS BUILDUP IN THE CONTROL PASSAGES IF THERE IS A POTENTIAL FOR SUCH CONTAMINATION FROM THE Ir WATER SUPPLY . D . USE VALVES THAT ARE CONSTRUCTED FROM MATERIALS THAT WILL NOT BE DETERIORATED BY CHEMICALS INJECTED INTO THE SYSTEM , F :\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase MIRRIGATION SPECIFICATIONS from W. F. McCain .doc ' 2 E . VALVES USED WITH RECLAIMED WATER SHALL BE COLORED PURPLE OR IDENTIFIED BY OTHER ACCEPTED MEANS AS DESCRIBED IN S62-610FAC TO DIFFERENTIATE RECLAIMED WATER FROM DOMESTIC OR OTHER WATER . VALVE BOXES A. USE VALVE BOXES THAT ARE CONSTRUCTED TO WITHSTAND TRAFFIC LOADS COMMON TO THE AREA IN WHICH THEY ARE INSTALLED . THEY SHOULD BE SIZED TO ALLOW MANUAL OPERATION OF THE ENCLOSED VALVES WITHOUT EXCAVATION , B . EACH VALVE BOX SHOULD BE PERMANENTLY LABELED TO IDENTIFY ITS CONTENTS , C . VALVE BOXES USED WITH RECLAIMED WATER SHALL BE PURPLE OR IDENTIFIED BY OTHER ACCEPTED MEANS AS DESCRIBED IN S62-610 FAC TO DIFFERENTIATE RECLAIMED WATER FROM DOMESTIC OR OTHER WATERS , LOW VOLTAGE WIRING A . ALL LOW VOLTAGE WIRE , WHICH IS DIRECTLY BURIED , MUST BE LABELED FOR DIRECT BURIAL . WIRE NOT LABELED FOR DIRECT BURIAL MUST BE INSTALLED IN WATERTIGHT CONDUITS , AND BE UL LISTED TWN OR THHN TYPE WIRE AS DESCRIBED IN THE NEC . B . CONNECTIONS ARE TO BE MADE USING UL APPROVED DEVICES SPECIFICALLY DESIGNED FOR DIRECT BURIAL , IRRIGATION CONTROLLERS A. ALL IRRIGATION CONTROLLERS SHALL BE UL LISTED , CONFORM TO THE PROVISIONS OF THE NATIONAL ELECTRIC CODE , AND PROPERLY GROUNDED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS , THE CONTROLLER HOUSING OR ENCLOSURE SHALL PROTECT THE CONTROLLER FROM THE HAZARDS OF THE ENVIRONMENT IN WHICH IT IS INSTALLED , B . USE CONTROLLERS THAT ARE PROGRAMMABLE FOR VARYING IRRIGATION DURATIONS THAT ARE CONSISTENT WITH THE WATER TO BE APPLIED IN EACH ZONE . C . EQUIP COMMERCIAL INSTALLATIONS USING SOLID-STATE CONTROLS WITH SURGE SUPPRESSORS ON THE PRIMARY AND SECONDARY WIRING , PUMPS AND WELLS A . IRRIGATION PUMP ELECTRICAL CONTROL SYSTEMS MUST CONFORM TO NEC AND LOCAL BUILDING CODES . F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F. McCain .doc . 3 - B . THE PUMPING SYSTEM SHALL BE PROTECTED FROM THE HAZARDS OF THE ENVIRONMENT IN WHICH IT IS INSTALLED . C . USE ELECTRIC MOTORS WITH A NOMINAL HORSEPOWER RATING GREATER THAN THE MAXIMUM HORSEPOWER REQUIREMENT OF THE PUMP DURING NORMAL OPERATION . MOTOR SHOULD HAVE A SERVICE FACTOR OF AT LEAST 1 . 15 . D . THE WELL SHALL BE CONSTRUCTED FOLLOWING LOCAL WATER MANAGEMENT DISTRICT REGULATIONS TO PROTECT THE AQUIFER FROM CONTAMINATION . E . CASINGS FOR DRILLED WELLS MAY BE STEEL , REINFORCED PLASTIC MORTAR , PLASTIC , OR FIBERGLASS PIPE , ONLY STEEL PIPE CASINGS SHALL BE USED IN DRIVEN WELLS . STEEL PIPE MUST HAVE A WALL THICKNESS EQUAL TO OR GREATER THAN SCHEDULE 40 . SEE NRCS CODE FL-642 , STEEL CASINGS SHALL BE EQUAL TO OR EXCEED REQUIREMENTS OF ASTM A= 589-96 . CHEMICAL INJECTION EQUIPMENT A. CHEMICAL INJECTION EQUIPMENT MUST BE CONSTRUCTED OF MATERIALS CAPABLE OF WITHSTANDING THE POTENTIAL CORROSIVE EFFECTS OF THE CHEMICALS BEING USED ,. EQUIPMENT SHALL BE USED ONLY FOR THOSE CHEMICALS FOR WHICH IT WAS INTENDED AS STATED BY THE INJECTION EQUIPMENT MANUFACTURER . BACKFLOW PREVENTION A. AIR GAP SEPARATION : THIS METHOD CONSISTS OF A PHYSICAL SEPARATION BETWEEN THE WATER SUPPLY AND THE IRRIGATION SYSTEM , SO THAT THERE IS NO POSSIBILITY OF THE DISCHARGED WATER FLOWING BACK TO THE WATER SUPPLY . THE AIR GAP SEPARATION MUST BE A MINIMUM OF TWICE THE DIAMETER OF THE DISCHARGE PIPE OR 1 - INCH , WHICHEVER IS LARGER , REFER TO LOCAL PLUMBING CODES FOR NON-STANDARD AIR GAP INSTALLATIONS . B . BACKFLOW PREVENTION ASSEMBLIES : 1 . AN ATMOSPHERIC VACUUM BREAKER CONSISTS OF AN AIR INLET PORT AND A FLOAT TYPE CHECK VALVE . THIS DEVICE MUST MEET ASSE STANDARD 1001 . 2 . A PRESSURE VACUUM BREAKER CONSISTS OF AN AIR INLET PORT , ONE POSITIVE SEATING CHECK VALVE AND AN INTERNALLY FORCE LOADED DISC FLOAT ASSEMBLY DOWNSTREAM OF THE CHECK VALVE , INSTALLED AS A UNIT BETWEEN TWO RESILIENT SEATED SHUTOFF VALVES AND FITTED WITH PROPERLY LOCATED TEST COCKS . THIS DEVICE MUST MEET ASSE STANDARD # 1020 AND BE APPROVED BY THE FOUNDATION FOR CROSS CONNECTION F :\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F.McCain .doc - 4 . CONTROL AND HYDRAULIC RESEARCH OF THE UNIVERSITY OF SOUTHERN CALIFORNIA. 3 . A DUAL CHECK CONSISTS OF INDEPENDENTLY ACTING , SPRING - LOADED CHECK VALVES IN A CORROSION RESISTANT MATERIAL . DUAL CHECKS USUALLY HAVE TO BE REMOVED FOR TESTING . THEY ARE NOT RECOMMENDED FOR HIGH HAZARD CONDITIONS , THIS DEVICE MUST MEET ASSE STANDARD # 1024 AND BE APPROVED BY THE FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH OF THE UNIVERSITY OF SOUTHERN CALIFORNIA. 4 , A DOUBLE CHECK VALVE ASSEMBLY CONSISTS OF TWO POSITIVE-SEATING CHECK VALVES INSTALLED AS A UNIT BETWEEN TWO RESILIENT- SEATED SHUTOFF VALVES AND FITTED WITH PROPERLY LOCATED TEST COCKS . THIS DEVICE MUST MEET ASSE # 1015 AND BE APPROVED BY THE FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH OF THE UNIVERSITY OF SOUTHERN CALIFORNIA . 5 , A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER CONSISTS OF TWO POSITIVE-SEATING CHECK VALVES AND AN AUTOMATICALLY- OPERATING PRESSURE DIFFERENTIAL RELIEF VALVE INTEGRALLY LOCATED BETWEEN THE TWO CHECK VALVES , INSTALLED AS A UNIT BETWEEN TWO TIGHTLY CLOSING , RESILIENT-SEATED SHUTOFF VALVES AND FITTED WITH PROPERLY LOCATED TEST COCKS , THIS DEVICE MUST MEET ASSE STANDARD # 1013 AND BE APPROVED BY THE FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH OF THE UNIVERSITY OF SOUTHERN CALIFORNIA. FILTERS AND STRAINERS A. USE FILTRATION EQUIPMENT AND STRAINERS CONSTRUCTED OF MATERIALS RESISTANT TO THE POTENTIAL CORROSIVE AND EROSIVE EFFECTS OF THE WATER , AND SIZED IN ACCORDANCE WITH THE MANUFACTURER' S RECOMMENDATIONS , B . USE THE EQUIPMENT THAT IS CONSTRUCTED OF MATERIALS CAPABLE OF WITHSTANDING THE POTENTIAL MECHANICAL DAMAGE CAUSED BY CONTAMINANTS ( FOR EXAMPLE , SAND ) IN THE WATER , C . THE FILTER ELEMENT , STRAINER , OR FILTRATION MEDIA MUST BE SIZED TO PREVENT THE PASSAGE OF FOREIGN MATERIAL IN SIZES OR QUANTITIES WHICH WOULD OBSTRUCT THE SPRINKLER/ EMITTER OUTLETS , TYPICALLY 1 /4 THE DIAMETER OF THE SMALLEST OUTLET OR THE MESH SIZE RECOMMENDED BY THE EMITTER MANUFACTURER , F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F . McCain . doc _ 5 L RAINFALL SHUTOFF DEVICE A . RAINFALL SHUT OFF DEVICES SHALL BE CAPABLE OF BEING INCREMENTALLY ADJUSTED TO ACTIVATE AT A RANGE OF RAINFALL AMOUNTS . THE RAINFALL SHUTOFF DEVICE SHALL BE PROGRAMMED TO THE LOCAL WATER MANAGEMENT DISTRICT CURRENT REGULATED LEVEL , INSTALLATION PRE -INSTALLATION A. VERIFY LOCATION OF EXISTING UTILITIES WITH MUNICIPAL AND PRIVATE UTILITIES AND WITH THE PROPERTY OWNER . Be OBTAIN ALL NECESSARY PERMITS AND LICENSES . C . INSPECT THE SITE FOR EXISTING CONDITIONS THAT WILL AFFECT THE IRRIGATION SYSTEM DESIGN OR INSTALLATION , AND DEVELOP A PLAN TO MINIMIZE DISTURBANCE OF EXISTING AND/OR PROPOSED STRUCTURES AND LANDSCAPE . INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES A . FLUSH AIL LINES BEFORE INSTALLING BACKFLOW PREVENTION ASSEMBLIES . Be PROVIDE PROTECTION OF BACKFLOW PREVENTION ASSEMBLIES IF THEY ARE INSTALLED IN A MANNER THAT SUBJECTS THEM TO ANNUAL DAMAGE BY FREEZING TEMPERATURES . C . INSTALL WITH ROOM TO ALLOW FOR SERVICE AND TEST . DCA AND RPZ DEVICES MUST BE INSTALLED HORIZONTALLY UNLESS APPROVED FOR VERTICAL INSTALLATION BY A RECOGNIZED TESTING AUTHORITY . PIPE INSTALLATION A . FLAG THE LOCATION OF ALL SPRINKLERS , VALVES , CONTROLLERS , SOURCE OF WATER AND ELECTRICAL COMPONENTS IN THE FIELD PRIOR TO INSTALLATION . Be CONDUCT ALL NECESSARY EXCAVATION FOR THE PROPER INSTALLATION OF PIPELINES AND ACCESSORIES . DEWATER , SHORE , AND BRACE AS NEEDED TO COMPLETELY INSTALL THE PIPE , C . PIPE SHALL BE INSTALLED AT SUFFICIENT DEPTH BELOW GROUND TO PROTECT IT FROM HAZARDS SUCH AS VEHICULAR TRAFFIC , DEPTHS OF COVER SHALL CONFORM TO NRCS— FL— 430— DD , WATER CONVEYANCE , AS FOLLOWS : I . VEHICLE TRAFFIC AREAS PIPE SIZE ( INCHES) DEPTH OF COVER* ( INCHES ) 1 /2 of — 2" 18 " 3"-5 " 24 " 6" AND LARGER 36" F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F. McCain .doc - 6 2 . NON -TRAFFIC AND NON - CULTIVATED AREAS PIPE SIZE ( INCHES) DEPTH OF COVER* ( INCHES) 1 /2 11 - 11 /2 " 6" III 2 "-3 " 12" 6" AND LARGER 24" D . MAKE ALL PIPE JOINTS AND CONNECTIONS ACCORDING TO MANUFACTURER' S RECOMMENDATIONS , PERFORM ALL SOLVENT-WELD CONNECTIONS IN ACCORDANCE WITH ASTM D- 2855 . E . THRUST BLOCKS MUST BE FORMED AGAINST A SOLID , HAND- EXCAVATED TRENCH WALL UNDAMAGED BY MECHANICAL EQUIPMENT . THEY SHALL BE CONSTRUCTED OF CONCRETE , AND THE SPACE BETWEEN THE PIPE AND TRENCH SHALL BE FILLED TO THE HEIGHT OF THE OUTSIDE DIAMETER OF THE PIPE , F . AFTER INSTALLATION , BACKFILL AND COMPACT THE EXCAVATED SOIL TO MINIMIZE POST-CONSTRUCTION SETTLEMENT IN THE PIPE TRENCH . G . NATIVE EXCAVATED MATERIAL MAY BE USED TO BACKFILL THE PIPE TRENCH . HOWEVER , THE INITIAL BACKFILL MATERIAL SHALL BE FREE FROM ROCKS OR STONES LARGER THAN 1 - INCH IN DIAMETER . AT THE TIME OF PLACEMENT , THE MOISTURE CONTENT OF THE MATERIAL SHALL BE SUCH THAT THE REQUIRED DEGREE OF COMPACTION CAN BE OBTAINED WITH THE BACKFILL METHOD TO BE USED . THE INITIAL BACKFILL MATERIAL SHALL BE PLACED SO THAT THE PIPE WILL NOT BE DISPLACED , EXCESSIVELY DEFORMED , OR DAMAGED , THE INITIAL FILL SHALL BE COMPACTED FIRMLY AROUND AND ABOVE THE PIPE TO THE DENSITY SPECIFIED BY THE DESIGNER TO PROVIDE ADEQUATE LATERAL SUPPORT TO THE PIPE , IF THE WATER PACKING METHOD OF COMPACTION IS USED , FILL THE PIPELINE FIRST WITH WATER . THE INITIAL BACKFILL BEFORE WETTING SHALL BE OF SUFFICIENT DEPTH TO INSURE COMPLETE COVERAGE OF THE PIPE AFTER CONSOLIDATION . WATER PACKING IS ACCOMPLISHED BY ADDING ENOUGH WATER TO DICED LENGTHS OF THE TRENCH TO THOROUGHLY SATURATE THE INITIAL BACKFILL WITHOUT EXCESSIVE POOLING , AFTER THE BACKFILL IS SATURATED , THE PIPELINE SHALL REMAIN FULL OF WATER UNTIL AFTER THE FINAL BACKFILL IS MADE , THE WETTED FILL S-HALL BE ALLOWED TO DRY UNTIL FIRM BEFORE BEGINNING THE FINAL BACKFILL . H . THE TRENCH BOTTOM MUST BE UNIFORM, FREE OF DEBRIS , AND OF SUFFICIENT WIDTH TO PROPERLY PLACE PIPE AND SUPPORT IT OVER ITS ENTIRE LENGTH , BLOCKING OR F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F . McCain .doc . 7 . MOUNDING SHALL NOT BE USED TO BRING THE PIPE TO FINAL GRADE . I . ENDS OF PIPE SHALL BE CLOSED TO PREVENT ENTRY OF FOREIGN MATERIALS WHEN PIPE LAYING IS NOT IN PROGRESS . J . PIPE SLEEVES MUST BE USED TO PROTECT PIPES OR WIRES INSTALLED UNDER PAVEMENT OR ROADWAYS , USE PIPE SLEEVES AT LEAST TWO PIPE SIZES LARGER THAN THE CARRIER PIPE OR TWICE THE DIAMETER OF THE WIRE BUNDLE TO BE PLACED UNDER THE PAVING OR ROADWAY , AND EXTENDING A MINIMUM OF 3 FEET BEYOND THE PAVED AREA OR AS REQUIRED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION ( FDOT) . USE SLEEVE PIPE WITH WALL THICKNESS AT LEAST EQUAL TO THE THICKNESS OF SCHEDULE 40 OR PR 160 PIPE , WHICHEVER IS THICKER . PIPING UNDER PAVED TRAFFIC AREAS SHALL BE ENCASED IN FULL LENGTHS OF SLEEVING MATERIAL TO AVOID PLACEMENT OF JOINTS UNDER PAVEMENT IF POSSIBLE . USE THE SAME TECHNIQUES TO PLACE PIPE SLEEVES TO SERVE AS CONDUITS FOR AUTOMATIC CONTROL WIRES OR TUBING , SLEEVE MATERIAL MAY BE STEEL OR PLASTIC PIPE , SUITABLE TO SLIDE PIPE , WIRE OR TUBING THROUGH , PROPER BACKFILL AND COMPACTION PROCEDURES SHOULD BE FOLLOWED . K . PIPES CONVEYING RECLAIMED WATER SHALL BE SEPARATED FROM OTHER PIPING OR UTILITY SERVICES BY 3 FEET HORIZONTAL DISTANCE . AN 18— INCH VERTICAL SEPARATION SHALL BE MAINTAINED WHERE RECLAIMED LINES CROSS OTHER PIPING OR UTILITY SERVICES . CONTROL VALVE INSTALLATION A . VALVE INSTALLATION SHALL ALLOW ENOUGH CLEARANCE FOR PROPER OPERATION AND MAINTENANCE . WHERE VALVES ARE INSTALLED UNDERGROUND , THEY SHALL BE PROVIDED WITH A VALVE BOX WITH COVER EXTENDING FROM GRADE TO THE BODY OF THE VALVE , THE TOP OF THE VALVE BODY SHOULD HAVE A MINIMUM OF 6 INCHES OF COVER IN NON —TRAFFIC AND NON —CULTIVATED AREAS AND 18 INCHES OF COVER IN TRAFFIC AREAS , Be AUTOMATIC CONTROL VALVES INSTALLED UNDERGROUND SHALL BE INSTALLED IN A VALVE BOX , IF AN AUTOMATIC VALVE IS INSTALLED UNDER EACH SPRINKLER , THEN THE VALVE BOX MAY BE OMITTED . VALVES MUST BE INSTALLED WITH ENOUGH CLEARANCE FOR OPERATION AND MAINTENANCE . C . INSTALL VALVE BOXES SO THAT THEY DO NOT REST ON THE PIPE , THE BOX COVER DOES NOT CONFLICT WITH THE VALVE STEM OR INTERFERE WITH VALVE OPERATION AND SO THAT THE VALVE BOX LIDS ARE FLUSH WITH THE GROUND SURFACE . F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F . McCain . doc . 8 . D . INSTALL QUICK COUPLING VALVES ON SWING JOINTS OR FLEXIBLE PIPE WITH THE TOP OF THE VALVE AT GROUND LEVEL UNLESS INSTALLED IN A VALVE BOX . E . VALVES BEARING RECLAIMED WATER SHALL BE PURPLE COLORED OR IDENTIFIED BY OTHER ACCEPTED METHOD AS DESCRIBED IN S62-610FAC TO DIFFERENTIATE RECLAIMED WATER FROM DOMESTIC OR OTHER WATER , SPRINKLER INSTALLATION A . ON FLAT LANDSCAPED AREAS , INSTALL SPRINKLERS PLUMB , IN AREAS WHERE THEY ARE INSTALLED ON SLOPES , SPRINKLERS MAY BE TILTED AS REQUIRED TO PREVENT EROSION . B . SPRINKLERS SHOULD BE ADJUSTED TO AVOID UNNECESSARY DISCHARGE ON PAVEMENTS AND STRUCTURES , C . PROVIDE A MINIMUM SEPARATION OF 4- INCHES BETWEEN SPRINKLERS AND PAVEMENT , PROVIDE A MINIMUM SEPARATION OF 12- INCHES BETWEEN SPRINKLERS AND BUILDINGS AND OTHER VERTICAL STRUCTURES , D . PIPING MUST BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF SPRINKLER NOZZLES . SURFACE MOUNTED POP- UP HEADS SHALL BE INSTALLED ON SWING JOINTS , FLEXIBLE PIPE , OR POLYETHYLENE ( PE ) NIPPLES . ABOVE- GROUND ( RISER MOUNTED ) SPRINKLERS SHALL BE AT A MINIMUM MOUNTED ON SCHEDULE 40 PVC OR STEEL PIPE AND BE EFFECTIVELY STABILIZED . E . MICRO- IRRIGATION DEVICES SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER' S RECOMMENDATIONS FOR THE SPECIFIC APPLICATION . PUMP INSTALLATION A . THE WELL SHALL BE DEVELOPED UNTIL IT STOPS PRODUCING DETRIMENTAL QUANTITIES OF SOLID PARTICLES AT A CONTINUOUS DISCHARGE RATE OF APPROXIMATELY 20 % GREATER THAN THE ANTICIPATED NORMAL PRODUCTION RATE ( SEE NRCS - FL-642 ) PRIOR TO SETTING THE PERMANENT PUMP , B . SET PUMPS PLUMB AND SECURE TO A FIRM CONCRETE BASE , THERE SHOULD BE NO STRAIN OR DISTORTION ON THE PIPE AND FITTINGS , PIPE AND FITTINGS SHOULD BE SUPPORTED TO AVOID PLACING UNDUE STRAIN ON THE PUMP . C . PUMPS MUST BE INSTALLED IN A MANNER TO AVOID LOSS OF PRIME , INSTALL SUCTION LINE TO PREVENT THE ACCUMULATION OF AIR POCKETS . ALL CONNECTIONS AND REDUCTIONS IN SUCTION PIPE SIZES SHOULD BE DESIGNED TO AVOID CAUSING AIR POCKETS AND CAVITATIONS , F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F . McCain.doc . 9 - L D . PUMPS MUST BE LOCATED TO FACILITATE SERVICE AND EASE OF REMOVAL , APPROPRIATE FITTINGS SHOULD BE PROVIDED TO ALLOW THE PUMP TO READILY BE DISCONNECTED , E . THE INSTALLER SHOULD VERIFY THAT THE ELECTRICAL CONNECTION PRODUCES CORRECT ROTATION OF THE PUMP MOTOR AND THAT THE ELECTRIC POWER SOURCE IS OF THE PROPER VOLTAGE AND PHASE k LOW VOLTAGE WIRE INSTALLATION A . INSTALL LOW VOLTAGE WIRE ( 30 VOLTS OR LESS ) WITH A MINIMUM DEPTH OF COVER OF 12 INCHES , Be INSTALL WIRE THAT IS NOT UL LISTED FOR DIRECT BURIAL IN A WATER—TIGHT CONDUIT . C . USE WIRE CONNECTORS THAT ARE APPROVED FOR DIRECT BURIAL . D . PROVIDE A SUFFICIENT LENGTH OF WIRE AT EACH CONNECTION TO ALLOW FOR THERMAL EXPANSION/SHRINKAGE . AS A MINIMUM , PROVIDE A F2— INCH DIAMETER LOOP AT ALL SPLICES AND CONNECTIONS . TERMINATIONS AT VALVES WILL HAVE 24" MINIMUM FREE WIRE , E . INSTALL ALL ABOVE— GROUND WIRE RUNS AND WIRE ENTRIES INTO BUILDINGS IN CONDUIT . F . PROVIDE COMMON WIRES WITH A DIFFERENT COLOR THAN THE POWER WIRES (WHITE SHALL BE USED FOR COMMON WIRES ) . HYDRAULIC CONTROL TUBING A . FOR HYDRAULIC CONTROL SYSTEMS , USE A WATER SUPPLY THAT IS FILTERED AND FREE OF DELETERIOUS MATERIALS , AS �l. DEFINED BY THE HYDRAULIC CONTROL SYSTEM MANUFACTURER . Be INSTALL A BACKFLOW PREVENTION DEVICE WHERE THE HYDRAULIC CONTROL SYSTEM IS CONNECTED TO POTABLE WATER SUPPLIES . C . INSTALL TUBING IN TRENCHES FREELY AND SPACED SO THAT IT WILL NOT RUB AGAINST PIPE , FITTINGS , OR OTHER OBJECTS THAT COULD SCORE THE TUBING , AND WITH A MINIMUM 12— INCH DIAMETER LOOP AT ALL TURNS AND CONNECTIONS . PROVIDE A MINIMUM DEPTH OF COVER OF 12— INCHES . D . CONNECT TUBING WITH COUPLINGS AND COLLARS RECOMMENDED BY THE TUBING MANUFACTURER , ALL SPLICES SHOULD BE MADE IN VALVE BOXES . E . PRE— FILL TUBING WITH WATER , EXPEL ENTRAPPED AIR , FLUSH PARTICULATES AND TEST FOR LEAKS PRIOR TO INSTALLATION . F :\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase MIRRIGATION SPECIFICATIONS from W. F. McCain .doc - 10 - F . INSTALL EXPOSED TUBING IN A PROTECTIVE CONDUIT MANUFACTURED FROM SCHEDULE 40 PVC OR ELECTRICAL CONDUIT . RAINFALL SHUTOFF DEVICE A. RAIN SENSOR SHALL BE PLACED ON THE TOP OF THE FASCIA OR PARAPET IF AT ALL PRACTICAL . IF NOT THE RAIN SENSOR CAN BE PLACED ON THE WALL BUT MUST EXTEND OUT A MINIMUM OF 18 INCHES FROM THE WALL , IT CAN ALSO BE PLACED ON OTHER STATIONARY STRUCTURES , SUCH AS POSTS OR FENCES , B . THE DEVICE SHALL NOT BE LOCATED WHERE RAINWATER IS CHANNELED , TO AVOID FALSE READINGS . C . THE VERTICAL AREA DIRECTLY ABOVE THE RAIN SENSOR SHALL BE UNOBSTRUCTED TO THE SKY , D . THE RAIN SENSOR SHALL NOT BE INSTALLED OVER OR WITHIN 5 FEET OF THE EDGE OF EITHER AN AIR CONDITIONER' S COMPRESSOR OR A POOL HEATER UNIT . E . RAIN SENSOR SHALL NOT BE INSTALLED ON A BACKFLOW PREVENTION ASSEMBLY . F . RAIN SENSORS SHALL BE INSTALLED ABOVE THE HEIGHT OF THE SPRINKLER SPRAY . WHEN THIS IS NOT POSSIBLE , LOCATE THE SENSOR IN THE LAST ZONE TO OPERATE , G . RAIN SENSORS SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE CONTROL EQUIPMENT , H . RAIN SENSOR WIRE THAT IS UV RESISTANT MAY BE LEFT EXPOSED TO SUNLIGHT , THE FIRST 18 INCHES WHERE THE WIRE LEAVES THE GROUND SHALL BE ENCASED IN A CONDUIT , IF THE WIRE IS NOT UV RESISTANT , ITS ENTIRE ABOVE GROUND LENGTH SHALL BE ENCASED IN A CONDUIT . I . RAIN SENSOR WIRE THAT IS UL LISTED OF WIRE FOR DIRECT BURIAL MAY BE INSTALLED IN THE GROUND WITHOUT A CONDUIT , BUT THE FIRST 18 INCHES WHERE THE WIRE LEAVES THE GROUND SHALL BE ENCASED IN A CONDUIT , WIRE THAT IS NOT SO RATED MUST BE ENCASED IN A CONDUIT , J . IN SYSTEMS PRESSURIZED BY A PUMP , PROVISION SHALL BE MADE TO ENSURE SHUTOFF DEVICE DOES NOT ALLOW PUMP TO ACTIVATE TESTING & INSPECTIONS PURPOSE ■ THIS SECTION ADDRESSES ITEMS WHICH ARE REQUIRED TO BECERTIFIED IN WRITING TO THE OWNER BY THE INSTALLING CONTRACTOR PRIOR TO SCHEDULING AN INSPECTION BY A GOVERNING AGENCY , F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F. McCain .doc PERIODIC INSPECTIONS PERIODIC INSPECTIONS WILL BE PERFORMED THROUGHOUT THE DURATION OF THE INSTALLATION , THESE INSPECTIONS WILL BE MADE BY THE CONTRACTOR TO INSURE THAT THE INSTALLATION IS IN COMPLIANCE WITH THE DESIGN INTENT , SPECIFICATIONS , THESE STANDARDS , LOCAL AND STATE CODES AND ORDINANCES . INSPECTIONS WILL BE MADE ON THE FOLLOWING ITEMS : A . SPRINKLER/ EMITTER LAYOUT AND SPACING : THIS INSPECTION WILL VERIFY THAT THE IRRIGATION SYSTEM DESIGN IS ACCURATELY INSTALLED IN THE FIELD , IT WILL ALSO PROVIDE FOR ALTERATION OR MODIFICATION OF THE SYSTEM TO MEET FIELD CONDITIONS . TO PASS THIS INSPECTION , SPRINKLER/ EMITTER SPACING SHOULD BE WITHIN + 5 % OF THE DESIGN SPACING . B . PIPE INSTALLATION DEPTH : ALL PIPE IN THE SYSTEM SHALL BE INSTALLED TO DEPTHS AS PREVIOUSLY DESCRIBED IN THIS STANDARD , C . CROSS CONNECTION CONTROL AND BACKFLOW PREVENTION 1 . PUBLIC OR DOMESTIC POTABLE WATER SYSTEMS : CHECK THAT AN APPROVED BACKFLOW PREVENTION ASSEMBLY IS PROPERLY INSTALLED AND FUNCTIONING CORRECTLY . REVIEW THE LOCATION OF THE ASSEMBLY TO CHECK THAT IT IS NOT CREATING A HAZARD TO PEDESTRIANS OR VEHICULAR TRAFFIC . 2 , FOR WATER SYSTEMS OTHER THAN PUBLIC OR DOMESTIC WATER SYSTEMS , CHECK THAT THE PROPER BACKFLOW PREVENTION ASSEMBLIES ARE PROVIDED . D . INSPECTION LOG : AN INSPECTION LOG SHALL BE KEPT AT THE JOB SITE , THIS LOG WILL SHOW SIGNATURES AND DATES WITH DESCRIPTION OF INSPECTIONS PERFORMED . THIS LOG MAY BE REQUIRED TO BE SUBMITTED TO THE GOVERNING AGENCY UPON THEIR REQUEST . LEAKAGE TESTING A . TEST ALL MAINLINES UPSTREAM OF THE ZONE VALVES AS FOLLOWS : 1 . FILL THE COMPLETELY INSTALLED PIPELINE SLOWLY WITH WATER TO EXPEL AIR , ALLOW THE PIPE TO SIT FULL OF WATER FOR 24 HOURS TO DISSOLVE REMAINING TRAPPED AIR , 2 , USING A METERING PUMP , ELEVATE THE WATER PRESSURE TO THE MAXIMUM STATIC SUPPLY PRESSURE EXPECTED AND HOLD THERE FOR A PERIOD OF 2 HOURS , ADDING WATER AS NEEDED TO MAINTAIN THE PRESSURE . F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F. McCain .doc - 12 - 3 . RECORD THE AMOUNT OF WATER ADDED TO THE SYSTEM OVER THE 2 HOUR PERIOD , 4 , USE THE FOLLOWING FORMULAS TO DETERMINE THE MAXIMUM ALLOWABLE LEAKAGE LIMIT OF GASKETED PIPE , DUCTILE IRON LEAKAGE FORMULA : L = S DP/ 133 , 200 WHERE : L = ALLOWABLE LEAKAGE ( GPHJ , D = NOMINAL DIAMETER OF PIPE ( INCHES ) , P = AVERAGE TEST PRESSURE ( PSI ) , AND S = LENGTH OF PIPE ( FT) . PVC GASKETED JOINT LEAKAGE FORMULA: L = ND P 7400 WHERE : L = ALLOWABLE LEAKAGE ( GPH ) , N = NUMBER OF JOINTS , D = NOMINAL DIAMETER OF PIPE ( INCHES ) , P = AVERAGE TEST PRESSURE ( PSI ) . Be PVC SOLVENT—WELD PIPE CONNECTIONS SHALL HAVE NO LEAKAGE , POLYETHYLENE CONTROL TUBING LINES SHALL HAVE NO LEAKAGE . C . WHEN TESTING A SYSTEM WHICH CONTAINS METAL=SEATED VALVES , AN ADDITIONAL LEAKAGE PER CLOSED VALVE OF 0 . 078 GPH/ INCH OF NOMINAL VALVE SIZE IS ALLOWED . D . REPAIR ALL LEAKS AND RETEST THE PIPELINE UNTIL IT PASSES THE TEST , APPLICATION UNIFORMITY TESTING. A . THE UNIFORMITY OF APPLICATION IS A MEASURE OF SYSTEM PERFORMANCE , FACTORS AFFECTING UNIFORMITY ARE : 1 . WIND , 2 , SPACING OF SPRINKLERS , 3 , WATER PRESSURE AT THE SPRINKLER . 4 , NOZZLE SIZES AND COMPATIBILITY BETWEEN SPRINKLERS . 5 , SPRINKLER DISCHARGE PATTERN . 6 . SPEED AND UNIFORMITY OF ROTATION OF ROTARY SPRINKLERS , 7 . RADIUS ADJUSTMENT . Be APPLICATION UNIFORMITY TESTING IS NOT MANDATORY . HOWEVER , IF IT IS DESIRED TO CONDUCT A UNIFORMITY TEST , IN ADDITION TO THE OTHER TESTS DESCRIBED HEREIN , IT SHOULD BE CONDUCTED IN ACCORDANCE WITH ASAE S-398 . 1 , PROCEDURE FOR SPRINKLER TESTING AND PERFORMANCE REPORTING , THE UNIFORMITY OF MICROIRRIGATION SYSTEMS F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F. McCain .doc - 13 - CAN BE TESTED BY DIRECT MEASUREMENT OF THE EMITTER DISCHARGE RATES . C . THE APPLICATION UNIFORMITY CAN BE DETERMINED BY COLLECTING FIELD DATA AND CALCULATING THE COEFFICIENT OF UNIFORMITY ( UC ) USING EITHER THE CHRISTIANSEN OR STATISTICAL UNIFORMITY COEFFICIENTMETHODS DESCRIBED IN THE FOLLOWING SECTION . FOR SPRINKLER SYSTEMS , A MINIMUM OF THREE LOCATIONS WITHIN A ZONE SHOULD BE SELECTED FOR DATA COLLECTION . THESE LOCATIONS SHOULD BE SELECTED NEAR THE BEGINNING , MIDDLE AND END OF THE SPRINKLER LATERAL . FOR MICROIRRIGATION SYSTEMS , A MINIMUM OF 18 TO 24 DATA POINTS OR LOCATIONS SHOULD BE RANDOMLY COLLECTED ACROSS THE FIELD BEING EVALUATED . IF THE RESULTING COEFFICIENT OF UNIFORMITY IS LOW , THEN ADDITIONAL FIELD DATA SHOULD BE TAKEN TO IMPROVE THE STATISTICAL RELIABILITY OF THE ESTIMATE , D . UNIFORMITY COEFFICIENTS SHOULD BE CALCULATED USING THE CHRISTIANSEN UNIFORMITY COEFFICIENT CU GIVEN IN EQUATION 10 OR THE STATISTICAL UNIFORMITY COEFFICIENT CUS ) GIVEN IN EQUATION 11 , FOR RANDOMLY DISTRIBUTED DATA, BOTH METHODS WILL PRODUCE APPROXIMATELY THE SAME RESULT . FLOW UNIFORMITY FORMULA (CHRISTIANSEN ) CUc = ( 100 ) [ 1 . 0- ( EX/MN ) ] WHERE : CU = CHRISTIANSEN ' S UNIFORMITY COEFFICIENT ( PERCENT ) WHICH RANGES FROM 0 % ( LOW UNIFORMITY ) TO 100 % ( PERFECT UNIFORMITY ) ; N = NUMBER OF MEASUREMENTS , OBSERVATION POINTS , OR CALCULATED WATER APPLICATIONS AT POINTS BENEATH THE IRRIGATION SYSTEM , M = THE MEAN VALUE OF ALL OBSERVATIONS , AND EX = THE SUM OF THE DEVIATIONS OF THE INDIVIDUAL OBSERVATIONS FROM THE MEAN VALUE . FLOW UNIFORMITY FORMULA (STATISTICAL) CUs = 100 %-80 % (S/X) WHERE : CUs = THE STATISTICAL UNIFORMITY COEFFICIENT ( PERCENT ) WHICH RANGES FROM 0 % ( LOW UNIFORMITY ) TO 100 % ( PERFECT UNIFORMITY) , F :\Engineering\Special Projects\Eagle Trace Phase Montract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F . McCain .doc - 14 - S = STANDARD DEVIATION OF THE NUMBER OF OBSERVATIONS , MEASUREMENTS OR CALCULATED WATER APPLICATIONS AT POINTS BENEATH THE IRRIGATION SYSTEM , AND X = AVERAGE DEPTH OR VOLUME OF WATER MEASURED AT ALL OBSERVATION POINTS , SPRINKLER/EMITTER COVERAGE TESTING A . ALL SPRINKLERS MUST BE ADJUSTED TO MINIMIZE OVER- SPRAY ONTO BUILDINGS AND PAVED AREAS . B . ALL SPRINKLER CONTROLS MUST BE ADJUSTED TO MINIMIZE RUNOFF OF IRRIGATION WATER . C . ALL SPRINKLERS MUST OPERATE AT THEIR DESIGN RADIUS OF THROW . D . SPRAY PATTERNS MUST OVERLAP AS DESIGNED , E . VERIFY THAT THE SPRINKLERS ARE CONNECTED TO THE APPROPRIATE ZONE , F . VERIFY THAT NOZZLE OR EMITTER SIZES AND TYPES CALLED FOR IN THE SYSTEM DESIGN HAVE BEEN USED . PRESSURE DISTRIBUTION TESTING A . PRESSURE HEAD LOSS TESTS : THE DESIGN OPERATING PRESSURE OF THE SYSTEM SHALL BE STATED ON THE PLAN , THE PRESSURE AT ANY POINT IN THE SYSTEM SHALL NOT BE MORE THAN PLUS OR MINUS 10 % OF THE DESIGN OPERATING PRESSURE AT THAT POINT , B . TESTING WILL BE PERFORMED AS FOLLOWS : 1 . ZONES TO BE TESTED WILL INCLUDE , AT MINIMUM , THE LARGEST ZONE , SMALLEST ZONE , THE ZONE CLOSEST TO THE SOURCE IN TERMS OF MAINLINE DISTANCE , AND THE ZONE FARTHEST FROM THE SOURCE IN TERMS OF MAINLINE DISTANCE . 2 , TESTING OF EACH ZONE WILL BE DONE BY MEASURING PRESSURE AT A MINIMUM OF 2 POINTS , ONE PRESSURE WILL BE MEASURED AT THE SPRINKLER CLOSEST TO THE ZONE CONTROL VALVE AND THE SECOND WILL BE MEASURED AT THE SPRINKLER FARTHEST FROM THE ZONE CONTROL VALVE , BACKFLOW PREVENTION ASSEMBLY TESTING A. A CERTIFIED TECHNICIAN WILL TEST ALL ASSEMBLIES THAT CAN BE TESTED PRIOR TO BEING PLACED INTO SERVICE , F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F. McCain .doc . 15 - SITE RESTORATION A. VERIFY THAT ALL EXISTING LANDSCAPING , PAVEMENT , AND GRADE OF AREAS AFFECTED BY WORK WERE RESTORED TO ORIGINAL CONDITION OR TO THE SATISFACTION OF THE SYSTEM OWNER , Be VERIFY THAT THE PIPELINE TRENCHES HAVE BEEN PROPERLY COMPACTED TO THE DENSITIES REQUIRED BY THE PLANS AND SPECIFICATIONS , RAINFALL SHUTOFF DEVICE THE DEVICE SHALL BE TESTED TO ENSURE PROPER SHUT OFF OF CONTROL EQUIPMENT . CERTIFICATION A . ALL INSPECTIONS AND TESTS DESCRIBED HEREIN WILL BE CERTIFIED TO THE OWNER IN WRITING BY THE INSTALLING CONTRACTOR, CERTIFICATION WILL INCLUDE THE FOLLOWING : 1 . THE DATE ON WHICH INSPECTIONS AND/OR TESTS WERE PERFORMED . 2 . LIST OF ATTENDEES AT INSPECTIONS/TESTS , 3 . THE SIGNATURE OF THE CONTRACTORS . 4 , RECORD DRAWING ON 24 X 36 SHEET . Be IT IS SUGGESTED THAT , UPON RECEIPT OF THE LETTER OF CERTIFICATION , THE GOVERNING INSPECTION AUTHORITIES PERFORM AT LEAST THE FOLLOWING INSPECTIONS : 1 . INSPECT BACKFLOW PREVENTION ASSEMBLIES TO VERIFY THAT THE MAKE , MODEL , AND SIZE CONFORM TO SPECIFICATIONS , AND IT WAS INSTALLED AND FUNCTIONS IN CONFORMANCE WITH APPLICABLE CODE , CONTRACTOR TO PROVIDE CURRENT CERTIFICATION OF UNIT , 2 . INSPECT VALVES TO VERIFY THEY ARE PROPERLY HOUSED AND INSTALLED TO GRADE . WIRE SPLICES AND CONNECTIONS SHALL BE MADE USING APPROPRIATE METHODS , 3 , INSPECT CONTROLLING DEVICES TO VERIFY THAT THEY FUNCTION , AND TO ASSURE THAT THEY CONFORM TO APPLICABLE CODES . 4 . OBSERVE THE SYSTEM OPERATING THROUGH ONE COMPLETE CYCLE (WITH ABBREVIATED IRRIGATION PERIODS ) OF THE CONTROL SYSTEM . R\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\IRRIGATION SPECIFICATIONS from W. F . McCain .doc ' 16 ' SECTION BUF LANDSCAPE INSTALLATION ITEM # BUF . LANDSCAPE INSTALLATION A. Install , establish and maintain landscaping of the types and at the locations shown on the plans . B . Only use nursery grown plant materials purchased from Florida based Nurseryman . Stock that comply with 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 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 . Use only plants that are true to type and species and insure 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 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 . 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 . All watering shall meet the requirements of Section 983 . The use of cypress mulch on the project is prohibited . C . All materials must be available for inspection before installation and will be subject to approval or rejection . Mark proposed planting beds and individual location of trees as shown in the Contract Documents for Engineer's review , prior to excavation or planting . The Engineer may request to review all construction and maintenance practices before the start of landscaping operations . Make no changes to the layout , materials or any variations of plant F:\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\00209 - Eagle Trace Landscape Specifications.doc 1 materials from the Contract Documents without the Engineer' s written approval . 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 . For installation of the plants as identified in the Contract Documents , comply with the requirements of the Design Standards , Index No . 544 . 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 . D . Begin maintenance of all plants immediately after each planting . Keep all plants watered , fertilized , mulched , pruned and staked and guyed as 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 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 . E . Certify monthly to the Owner that the plants have been installed and are being maintained per the Contract 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 quarterly inspections of planting areas and submit findings in report form to the County . Information to be included in the 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 Weather conditions FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\00209 - Eagle Trace Landscape Specifications.doc 2 Condition oftants- identi b species , location and number p fY Y p of plants that no longer meet the specified minimum Condition of planting beds ( including mulching , mowing , weeding , fertilizing , watering and staking and guying ( if applicable ) Other comments Signature and seal of Contractor' s Landscape QC representative Submit the certified inspection report to the Owner within seven calendar days after the inspection is performed . Any corrections to the inspection report must be completed and resubmitted within three calendar days after notification by the Owner of a need for corrections . Any deficiencies noted on the inspection report must be corrected within ten days of notification from the County . Periodic random verifications may be performed by the County to ensure the quality of the plants and correctness of the Certified Landscape inspection report . F . Remove from the jobsite any surplus excavated material from plant holes unless otherwise directed by the Owner. Surplus is defined as material not needed after installation of 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 . G . The Contractor shall be responsible for the proper maintenance , survival and condition of all plants for a period of one year after final acceptance by the Owner . The Engineer may conduct interim inspections of all landscape items during the plant establishment period , as well as the end of the plant establishment period . The Contractor will be responsible for replacing , at no cost to the Owner, all plants found not to meet the minimum specifications within ten days after each inspection . Prior to the end of the establishment period , remove all staking and Guying from the project . H . Payment shall be made under: Item No . BUF 1 Canopy Tree Per EA Item No . BUF 2 Understory Tree Per EA Item No . BUF 3 Shrub Per EA ++ END OF SECTION ++ FAEngineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\00209 - Eagle Trace Landscape Specifications .doc 3 SECTION 00706 PAVEMENT MARKING 706 PAVEMENT MARKING A . Pavement markings are to conform t6the Manual of Uniform Traffic Control Devices , 2003 and the Indian River County Typical Drawings For Roadway Signing , Striping & Geometrics . All reflective pavement markers shall be 4" x 4" . i1• B . Payment shall be made under: Item No . 706- 1 Reflective Pavement Marker , Bi - Directional , Blue/Blue Per Each F :\Engineering\Special Projects\Eagle Trace Phase 2\Contract Documents\Eagle Trace Subdivision Phase II\00706 - Pavement Markings. doc - 1 - ",Inv