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HomeMy WebLinkAbout2008-356CDIVISION 1 GENERAL REQUIREMENTS TITLE SPECIAL PROVISIONS FORCE ACCOUNT FIELD ENGINEERING AND LAYOUT REFERENCE STANDARDS GENERAL, QUALITY CONTROL PROGRESS MEETINGS CONSTRUCTION SCHEDULES SUBMITTAL OF SHOP DRAWINGS, PRODUCT DATA AND SAMPLES CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS PROTECTION OF THE WORK AND PROPERTY ACCESS ROADS, PARKINGS AREAS AND USE OF PUBLIC STREETS TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT STORAGE OF MATERIAL AND EQUIPMENT SUBSTITUTIONS SITE CLEANUP AND RESTORATION POST FINAL INSPECTION SECTION NO. 01009 01024 01050 01091 01215 01220 01310 01340 01520 01541 01550 01610 01611 01630 01710 01820 F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\DIVISION 1 GENERAL REQUIREMENTS.doc ITEM NO. 1- Technical Specifications STANDARD SPECIFICATIONS A. All work of this Contract shall conform to the applicable technical specifications of Florida Department of Transportation Standard Specifications for Road and Bridge Construction, 2007, 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, Supplemental, etc. may refer to the "Owner", "Department", "State of Florida Department of Transportation", or words relating to offices of State Government, such words shall be taken as meaning Owner or Indian River County, Florida. Wherever the word "Owner's Engineer", "District Engineer", "Engineer", "Project Engineer", etc., it shall be taken to mean the Registered Professional Project Engineer of Indian River County, Florida Public Works Department, Engineering Division acting directly or through duly authorized representatives. Wherever the word Resident Engineer appears, it shall be taken to mean an authorized representative of the Owner's Engineer on the Project (Resident Construction Inspector) who will act as an agent for Indian River County, assigned to observe the progress quantity and quality of the work. The work to be performed per sheet U1 of the construction plans and line items IRCUD-1 through 8 shall conform to the applicable technical specifications of Indian River County Department of Utility Services, Water, Wastewater, Utility Standards Dated July, 2007. The work to be performed per sheets P1 and P2 of the construction plans and line items 700 through 711 shall conform to the applicable standards of Indian River County Typical Drawings for Pavement Markings, Signing & Geometrics Dated September 5, 2000. ITEM NO. 4w Scope of Work Section 4-3.9 Value Engineering Incentive is deleted in its entirety. ITEM NO. 101 - MOBILIZATION The work specified in this section shall conform to Section 101 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction. (2006 Edition) Item of Payment Payment for the work specified in this item shall be made under: 01025-1 Technical Specifications F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc Bid Item No. 101-1 - Mobilization - Lump Sum ITEM NO. 102 =MAINTENANCE OF TRAFFIC The work specified in this, item shall conform to Section 102 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction (2006 Edition), except as modified herein. A. GENERAL PROVISIONS -DESCRIPTION: The work specified in this Section consists of maintaining traffic within the limits of the project for the duration of the construction period, including any temporary suspensions of the work. It shall include the construction and maintenance of any necessary detour facilities; the providing of necessary facilities for access to residences, businesses, etc., along the project, the furnishing, installing and maintaining of traffic control and safety devices during construction, the control of dust through the use of calcium chloride if necessary, and any other special requirements for safe and expeditious movement of traffic as may be called for on the plans. The term, Maintenance of Traffic, as used herein, shall include all of such facilities, devices and operations as are required for the safety and convenience of the public as well as for minimizing public nuisance; all as specified in this Itemized Section 14 of these provisions and Paragraph 24 in General Conditions Section, B. BEGINNING DATE OF CONTRACTOR'S RESPONSIBILITY: The Contractor shall present his Maintenance of Traffic Plan at the pre -construction conference. The Maintenance of Traffic Plan shall indicate the type and location of all signs, lights, barricades, striping and barriers to be used for the safe passage of pedestrians and vehicular traffic through the project and for the protection of the workmen. The plan will indicate conditions and setups for each phase of the Contractor's activities. When the project plans include or specify a specific Maintenance of Traffic Plan, alternate proposals will be considered when they are found to be equal to or better than the plan specified. In no case may the Contractor begin work until the Maintenance of Traffic Plan has been approved in writing by the Engineer. Modifications to the Maintenance of Traffic Plan that become necessary shall also be approved in writing. Except in an emergency, no changes to the approved plan will be allowed until approval to change such plan has been received. The cost of all work included in the Maintenance of Traffic Plan shall be included in the pay item for Maintenance of Traffic. The Contractor shall be responsible for performing daily inspections, including weekends and holidays, with some inspections at nighttime, of the installations on the project and replace all equipment and devices not conforming with the approved standards during that inspection. The project personnel will be advised of the 01025-2 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc it schedule of these inspections and be given the opportunity to join in the inspection as is deemed necessary. C. TRAFFIC CONTROL - STANDARDS: The FDOT Design Standards For Design, Construction, Maintenance and Utility Operations On The State Highway System, Edition as dated on the plans set forth the basic principles and prescribes minimum standards to be followed in the design, application, installation, maintenance and removal of all traffic control devices and all warning devices and barriers which are necessary to protect the public and workmen from hazards within the project limits. The standards established in the aforementioned manual constitute the minimum requirements for normal conditions, and additional traffic control devices warning devices, barriers or other safety devices will be required where unusual, complex or particularly hazardous conditions exist. The above referenced standards were developed using F.H.W.A., U.S.D.O.T. Manual on Uniform Traffic Control Devices (MUTCD). D. TRAFFIC CONTROL DEVICES, WARNING DEVICES AND BARRIERS - INSTALLATION: The responsibility for installation and maintenance of adequate traffic control devices, warning devices and barriers, for the protection of the travel in public and workmen, as well as to safeguard the work area in general shall rest with the Contractor. Consideration shall be given to recommendations of the Engineer. The required traffic control devices, warning devices and barriers shall be erected by the Contractor prior to creation of any hazardous condition and in conjunction with any necessary re-routing of traffic. The Contractor shall immediately remove, turn or cover any devices or barriers which do not apply to existing conditions. All traffic control devices shall conform to MUTCD standards and shall be clean and relatively undamaged. Damaged devices diminishing legibility and recognition, during either night or day conditions, are not acceptable for use. E. NO WAIVER OF LIABILITY: The Contractor shall conduct his operations in such a manner that no undue hazard will result due to the requirements of this article, and the procedures and policies described therein shall in no way act as a waiver of any of the terms of the liability of the Contractor or his surety. F. 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. G. Contractor's Maintenance of Traffic Plan shall maintain continues vehicular traffic on Powerline Road at all times. The Contractor shall maintain one lane of traffic at all times during Powerline Road cross drain culvert constructions. Owner shall have option to fine the Contractor -$1,000.00 per day for Maintenance of Traffic Plan non- compliance. 01025-3 Technical Specifications F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc Item of Payment Payment for the work specified in this item shall be made under: Bid Item No. 102A - Maintenance of Traffic - Lump Sum ITEM NO. 104=1 - 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. B. 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 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, included herein in Appendix „B„ 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 01025-4 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc Practices for Erosion and Sedimentation Control" of the Florida Erosion and Sediment Control Inspector's Manual, included herein in Appendix "B." 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. The OWNER has obtained certain permits for this project and they are listed in paragraph SC -6.08 of the Supplementary Conditions. 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/ 3. Florida Department of Environmental Protection (FDEP) "Notice of Intent to Use Generic Permit for Stormwater Discharge From Construction Activities'That Disturb one or More Acres of Land and Contributes stormwater discharges to surface waters of the State or into a municipal separate storm sewer system (MS4) permit application form. Contact FDEP at (407) 894-7555 or (850) 921-9904; and 4. U.S. Environmental Protection Agency (EPA) "Notice of Intent (NOI) for Storm Water Discharges Associated With Construction Activity Under a NPDES General Permit." B. 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. B. 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 anytime, the OWNER or 01025-5 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Speciftcations.doc 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 Section 01340 Supplementary Conditions to the General Conditions. B. Stormwater Pollution Prevention Plan. 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 01025-6 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc 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 Prevention Plan, prepared by the State certified erosion control subcontractor. Construction shall not begin until the Stormwater Pollution Prevention Plan has been submitted to the ENGINEER. 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's 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, 01025-7 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc (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. 17 PENALTIES FOR NONCOMPLIANCE WITH THIS SECTION 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 II I 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 6400t 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. 01025-8 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc B. 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 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. (1-800-448-3636). b. "DANDY DEWATERING BAG" supplied by Dandy Products, Inc. (1- 800-591-2284). c. Or equivalent. D. 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 manufacturer's specifications. Use as many of the specified filtration devices as required, at no additional cost to the OWNER. 01025-9 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc 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- 800-448-3636). b. "FloGuard+PLUS," supplied by Kristar Enterprises, Inc. (1-800-579-8819). c. Or equivalent. E. 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. F. Rock and Stone for Erosion Control and Pollution Control and Treatment: 1. Crushed L"Lmerock: 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. G. 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. Item of Payment Payment for the work specified in this item shall be made under: Bid Item No. 104-1 - Erosion and Water Pollution Control - Lump Sum (The rest of this page intentionally left blank) 01025-10 Technical Specifications F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc CONTRACTOR's CERTIFICATION REGARDING EROSION CONTROL AND TREATMENT OF DEWATERING WATER S RUCTION 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: EET SW AND 43rd AVENUE BRIDGE REP AND INTERSECTION IMPROVEMENTS 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 02225 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. (Contractor) By: Subscribed and sworn to before me this day of Notary Public State of Florida at Large My Commission expires: + + END OF SECTION + + (Corporate Seal) , 20 01025-11 Technical Specifications F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc ITEM 108-1 - AS -BUILT DRAWINGS 1.1 GENERAL A. Maintain and provide the ENGINEER with record documents as specified below, except where otherwise specified or modified in Divisions 2-16 or the Supplementary Conditions. B. Maintenance of Documents: 1. Maintain in CONTRACTOR's field office in clean, dry, legible condition complete sets of the following: 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. 3. Make -documents available at all times.for inspection. by ENGINEE_ R and OWNER. 4. Do not use record documents for any other purpose and do not remove them from the field office. C. 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 During the entire construction operation, the CONTRACTOR shall maintain records of all deviations from the Drawings and Specifications and shall 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. The following items are required to be shown on County project record drawings: 1. Right-of-way Swale/Drainage — All culvert inverts; inlet grate and bottom elevations; swale beginning and end bottom elevations; and highs and lows along top of bank. Size of swale. 2. Pipe Culvert/PVC. Sleeves — All inverts, stations and offsets. 3. Outfalls — All pipe inverts, weir box elevations, weir elevation, and sizes. 4. Roadway/Off Site Drainage— All inverts; manhole top elevation; grate top elevations. 01025-12 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc 5. Retention Ponds — Perimeter elevations, grade breaks, depths, and calculate pond area at control elevation and grade breaks above water surface. 6. Roadway: a. Elevations of PVI at Profile Grade Line (PGL). b. Edge of pavement elevations at curb inlets. C. Install new roadway alignment control points upon final roadway completion. Include all intersections and side streets. Latitude, departure and elevations for all control points. d. Stations and offsets, all structures. 7. Utilities: Record Drawings for water and sewer utilities shall comply with Drawings M-151 M16, M16(A), M16(B) of the Indian River County Department of Utility Services Water and Wastewater Utility Standards dated September 1, 2004. 1.3 AS-BUILTS A. CONTRACTOR shall submit marked up Record Drawings to COUNTY. COUNTY will input As -Built information on Electronic Drawing files. B. COUNTY shall deliver to CONTRACTOR seven (7) sets of As- Builts plotted from electronic files with the marked up Record Drawings. C. CONTRACTOR's surveyor shall review, sign and seal As-Builts. CONTRACTOR shall return marked up Record Drawings and six (6) sets of signed and sealed As-Builts to COUNTY. D. AS-Builts record survey shall meet minimum technical standard as set forth by Chapter 61 G17-6 Minimum Technical Standards F.A.C. Please follow attached checklist under Appendix C. E. Payment for Record Drawings, Review of Electronic As-Builts and signing and sealing As-Builts shall be made under Pay Item. No. 108-1 — Record Drawings — Lump Sum, 1.4 ACCURACY The CONTRACTOR will be held responsible for the accuracy of Record Drawings and Electronic As-Builts and shall bear any costs incurred in finding utilities as a result of incorrect data furnished by the CONTRACTOR. 1.5 SUBMITTAL Upon Substantial Completion of the Work, deliver Record Drawings to 01025-13 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc ENGINEER. Final payment will not be made until satisfactory record documents are received by ENGINEER. Record drawings shall conform to recognized standards of drafting, shall be neat and legible. County will supply Contractor with AutoCAD 14 drawings on compact disk or 3.5 floppy disks. Contractor will input As -Built information on drawings and return to County. Contractor's surveyor will sign and sealed six (6) sets of record drawings. Item of Payment Payment for the work specified in this item shall be made under: Bid Item 108-1 - As -Built Drawings - Lump Sum - - - - - - - - - ++-END-OF SECTION ++ ITEM NO. 110 - CLEARING AND GRUBBING The work specified in this item shall conform to Section 110 of the Florida Department of Transportation Standard Specifications for Road and Bridge Construction. (Latest Edition) with the following modifications: A. Prior to any clearing and grubbing, the contractor 'will stake the right-of-way. Unimproved areas shall be cleared of trees, logs, stumps, brush, vegetation, rubbish and other perishable or objectionable matter within limits shown on the plans excepting for certain trees and shrubs shown on the plans or as directed by the Engineer which are to remain undisturbed and protected. Stumps and roots between slope stakes in cuts and in embankments 3 feet or less in depth shall be removed to a depth of 18 inches below, subgrade. No stumps, roots, or perishable matter of any description shall remain under concrete slabs or footing, including pavement and sidewalks. B. No trees shall be removed or relocated until the Engineer or his representative has marked all trees to be saved, after a review of the project site with the Contractor's representative. C. Where the final pavement or structural work will be close to existing trees, the Contractor shall exercise care in the vicinity of the trees. Further, the Contractor shall saw cut along the edge of the outside limits of the stabilization, structure 01025-14 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc subgrade or sidewalk to a minimum depth of 4 feet below the finish grade and paint with a commercial grade pruning paint the ends of all sawn roots. If directed by the Engineer or where shown on the drawings, work shall be done Aby hand@ in order to protect the trees. D. The Contractor shall exercise care when working in the vicinity of all trees to remain so as to not damage or remove major root structures. The Contractor shall not pull hair or major root structures. All severed roots shall be sawn clean and paint with pruning paint. Stumps, roots, etc., shall be completely removed and disposed of by the Contractor. Undesirable, dead, and/or damaged trees (as so designated by the Engineer) shall be removed. E. All trees to be removed shall be disposed off site; burning will be strictly prohibited. F. All trees or shrubs which are to remain shall be preserved and protected by the Contractor. Where the removal of valuable trees or shrubs specifically for transplanting is required, this work shall be done in cooperation with the Owner and at no additional expense to the Owner. G. All items to be removed shall be excavated to their full depth. All culverts removed from residential driveway entrances within the right-of-way shall become the property of the respective homeowner. Those homeowners not desiring the culverts may donate them to the County free of charge. (See Paragraph C, Special Provisions) The Contractor shall transport the culverts to the County's storage yard. All metal castings for catch basins, manholes, or other structures shall be carefully removed and stored in the County's Storage Yard if they are deemed salvageable by the Engineer. The excavated materials shall be removed from the job site and disposed in a location designated or approved by the Owner. Where required, suitable material as approved by the Engineer shall then be backfilled and compacted to restore the original contour of the ground. The fill material shall be backfilled and compacted in accordance with Section 120 of these specifications. H. No additional payment will be made, nor will additional work, or change orders be authorized for work needed to remove, relocate, protect, or otherwise account for in the construction of the work depicted in the plans, for any feature, or item that would be apparent from a careful inspection of the site and review of the plans, even though such feature or item is not specifically called out in the plans. It is therefore essential the contractor make such inspection and review. I. The unit price bid for this item shall include the cost of all labor, tools, and equipment necessary to excavate, remove, and dispose of those items as directed by the Engineer and where designated on the Drawings. The cost of restoration and backfill and compaction for the specific area of removal shall also be included 01025-15 Technical Specifications F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc under this item. Item of Payment Payment for the work specified in this item shall be made under: Bid Item 110 - Clearing and Grubbing . Lump Sum The provisions of Special Provisions, Paragraph 9 shall be applicable and the costs thereof included under this item. ITEM NO. 113 — CONSTRUCTION SCHEDULES 1.1 GENERAL REQUIREMENTS A. No partial payments shall be approved by the ENGINEER until there is an . approved construction progress schedule on hand. B. Designate an authorized representative who shall be responsible for development and maintenance of the schedule and of all progress and payment reports. This representative shall have direct project control and complete authority to act on behalf of the CONTRACTOR in fulfilling the commitments of the CONTRACTOR's schedules. 1.2 REVISIONS TO THE CONSTRUCTION SCHEDULES When the ENGINEER requires the CONTRACTOR to submit revised (updated) progress schedules on a monthly basis the CONTRACTOR shall: A. Indicate the progress of each activity to the date of submission. B. Show changes occurring since the previous submission listing: 1. Major changes in scope. 2. Activities modified since the previous submission. 3. Revised projections of progress and completion. 4. Other identifiable changes. C. Provide a narrative report as needed to define: 1. Problem areas, anticipated delays, and the impact on the schedule. 2. Corrective action recommended and its effect. 3. The effect of changes on schedules of other prime contractors. 1.3 SUBMISSION OF THE CONSTRUCTION SCHEDULES On or before the tenth day after the effective date of the Agreement, submit the. 01025-16 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE-Bddge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc initial schedules to the ENGINEER. The ENGINEER will review the schedules and return a review copy to the CONTRACTOR within 21 days after receipt: If required by the ENGINEER, resubmit revised schedules on or before the seventh day after receipt of the review copy.. If required by the ENGINEER, submit revised monthly progress schedules with that month's application for payment. 1.4 DISTRIBUTION OF THE CONSTRUCTION SCHEDULES A. After receiving approval by the ENGINEER, distribute copies of the approved initial schedule and all reviewed revisions (updated) to: 1. Job site file. 2. Subcontractors. 3. Other concerned parties. 4. OWNER (two copies). 5. ENGINEER B. In the cover letter, instruct recipients to report promptly to the CONTRACTOR, in writing, any problems anticipated by the projections shown in the schedules. + + END OF SECTION ++ 01025-17 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc Item -120 Excavation and Embankment A. Earthwork, including earthwork for drives outside the right-of-way limits, shall be paid for as embankment. Cost shall include all work specified in this section and Section 120 of the Standard Specifications. Such price and payment shall specifically include all cost of any roadway, lateral ditch or canal, and final dressing operations. B. Earthwork quantities shall be considered as in-place material with no shrinkage or expansion factors. C. Subsoil Excavation - Any excavation below the proposed bottom elevation of the select fill, isolated swale bottom locations, isolated locations for pipe installations and as approved by the engineer shall be paid for as subsoil excavation. Approximately 2.0 ft of subsoil excavation is required in sublateral canals. Cost of replacement embankment shall be included in cost of subsoil excavation. Contractor to coordinate with county representative prior to any subsoil excavation. D. Embankment - General Requirements for Embankment Materials: The following is added after the first paragraph of Subarticle 120-7.2: Roadway Design Standard Index No. 505, Embankment Utilization Details is modified by the addition of the following: Any stratum or stockpile or soil which contains obvious pockets of highly organic material may be designated as muck or unsuitable for construction of subgrade by the Owner. Backfill material containing more than 2.0% by weight of organic material, as determined by FM 1-T 267 and by averaging the test results for three randomly selected samples from each stratum or stockpile of a particular material, shall not be used in construction of the reinforced volume. If an individual test value of the three samples exceeds 3.0%, the stratum or stockpile will not be suitable for construction of the reinforced volume. No A-8 material permitted in embankment. E. Payment shall be made under: Item No. 120-1 — Excavation Regular — Per Cubic Yard Item No. 120-4 - Subsoil Excavation - Per Cubic Yard Item No. 120-6-1 - Embankment - Per Cubic Yard 01025-18 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc Item -160 Stabilizing A. Sub Article 160-5.1 is modified by the addition of the following: "The stabilization thickness indicated on plans shall be considered a minimum thickness. Thickness will vary to conform to the lines, and grades shown in the plans." Minimum L.B.R. = 40 - No under -tolerance. B. Payment shall be made under: Item No. 160-4-1 - Type B Stabilization (12") - Per Square Yard Item - 285 Optional Base Course A. Sub Article 285-4 is modified by the addition of the following: Base material, thickness and requirements are described in the construction plans. Only one type of alternate base material shall be used. No additional payment will be made for base thickness in excess of the specified thickness 3. B. Payment shall be made under: Item No. 285-707 - Optional Base Group - Per Square Yard Item - 334 Superpave Asphaltic Concrete A. Sub -article 334-8.1 is modified by the addition of the following: The pay adjustment will be computed by multiplying a Composite Pay Factorfor the LOT by the bid price per square yard. Sub -article 334-8.3 is modified by the addition of the following: The pay adjustment shall be computed by multiplying a Composite Pay Factor for the LOT by the bid price per square yard B. Payment shall be made under: Item No. 334-1-113 — Superpave Asphaltic Concrete- SP 12.5 — Square Yard, Item No. 334-1-213 — Superpave Asphaltic Concrete- SP 9.5 — Square Yard. 01025-19 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications. doc Item - 575 Sodding A. Description: Sod for the project shall be of the variety that is common to the area and of a variety approved by the Engineer. This work shall also include mowing in accordance with Section 104-7.2, to be mowed at 6" height with a mulching mower. B. Work Included: Scope of Work: The work specified in this section consists of the establishing of a stand of grass, within the project, right -of --way, easements, and other areas indicated on the Drawings, by furnishing and placing grass sod. Also included are fertilizing, watering and maintenance as required to assure a healthy stand of grass. Two applications of fertilizer will be required with the initial application being fertilizer and the second application being "weed and feed". C. Guarantee: All sodded areas shall be guaranteed for three months after date of final acceptance. Replacement of Defective Sod: Any dead sod or sod showing (less than 95% of a square) indication of probable non survival or lack of 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. Water for Grassing: Contractor shall provide the water used in the sodding operations as necessary to meet the requirements of Article 570-5 and 2.34.13. F. Preparation of Ground: The area over which the sod is to be placed shall be 01025-20 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway lmprovements\CONTRACT BID\Technical Specifications.doc scarified or loosened to a depth and then raked smooth and free from debris. Where the soil is sufficiently loose and clean, the Owner, at his discretion, may authorize the elimination of ground preparation. G. Application of Fertilizer: Before applying fertilizer, the soil pH shall be brought to a range of 6.0 - 7.0. Contractor shall apply two (2) applications. The initial shall be fertilizer and the second application shall be "weed and feed". The fertilizer shall be spread uniformly over the sodded area at the rate of 436 pounds per acre, or 10 pounds per 1,000 square feet, by a spreading device capable of uniformly distributing the material at the specified rate. Contractor shall apply applications 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 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. H. Placing Sod: The sod shall be placed on the prepared surface, with edges in close contact and shall be firmly and smoothly embedded by light tamping with appropriate tools. 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'/2' below paved shoulder. On slopes greater than 3:1, the Contractor shall prevent the sod from sliding by means of wooden pegs driven through the sod blocks into firm earth, at suitable intervals. 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. I. Watering: The areas on which the sod is to be placed shall contain sufficient moisture, as determined by the Engineer, for optimum results. After being placed, the sod shall be kept in a moist condition to the full depth of the rooting zone for at least 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). 01025-21 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc J. 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. Clippings shall be removed from sidewalk. K. Article 575-5. 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 (2 applications), sidewalk sweeping after mowing, mowing, pegging disposal of clippings, water, tools, equipment, labor and all other incidentals necessary. L. Payment shall be made under: Item No.: 575-1-1 - Sodding (Bahia) - Per Square Yard Item No.: 575-1-A — Hydro Seed - Per Square Yard Item - 580 Landscape Installation A. Sub -article 580-3.1 Delivery is modified by the addition of the following: The Cabbage Palm and the Live Oaks specified in the Itemized Bid Schedule will be delivered to the County owned 6 acre tract of land just off of Oslo Road across from the University of Florida's Entomology Lab and adjacent to the existing Oslo Riverfront Conservation Area. B. Sub -article 580-3.2 Layout is modified by the addition of the following. Mark proposed planting beds and individual locations of trees and plants per the direction of Ken Oristaglio, Senior Environmental Planner (Environmental Department: Tel 772-226-1215). Make no changes to the layout, materials or any variations of plant materials from the Contract Documents without the written approval of Ken Oristaglio. Item —1000- Water and Sewer Utilities A. Water Utilities The water utilities for this project shall be constructed per the "Indian River County 01025-22 Technical Specifications FAEngineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc. Department of Utility Services Water & Wastewater Standards", 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. Pay Item No. 1644-800 - Fire Hydrant (Relocation) - Each 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, C. 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. D. Ductile Iron Pipe and Fittings 1. General: All ductile iron pipe shall be manufactured in accordance with AWWA Specifications C-150 & C-151. 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: 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 01025-23 Technical Specifications F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications. doc 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. 5. Valve Box Adjustments: Cost of valve nut extenders shall adjustments where needed. E. Disinfecting Potable Water Pipelines be included in cost of valve box 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. 01025-24 Technical Specifications F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\Technical Specifications.doc APPENDIX `A' PERMITS INDIAN RIVER FARMS WATER CONTROL DISTRICT ST. JOHNS RIVER WATER MANAGEMENT DISTRICT DEPARTMENT OF THE ARMY CORPS OF ENGINEERS Appendix A -Permits F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\APPENDIX A - Pemtits.doc O'HAIRE, QUINN, CANDLER & CASALINO - Attorneys CARTER ASSOCIATES - Surveyors & Engineers INDIAN RIVER FARMS WATER CONTROL DIST1RICT)7 7305 4th Street VERO BEACH, FLORIDA 32968 Phone: (772) 562-2141 Fax: (772) 562-2532 DAVID E. GUNTER Secretary -Treasurer June 30, 2008 Bridge Design Associates, Inc. 1402 Royal Palm Beach Blvd., Building 200 Royal Palm Beach, FL 33411 Attn: Jackie Michels Re: Permit #06-58 5� St. SW over 43rd Ave. Canal Dear Ms. Michels: Board of Supervisors W. C. GRAVES, IV SCOTT W. LAMBETH MARK TRIPSON Please accept this letter as an approval for an extension of the above named permit until June 20, 2009. Please attach this letter to the original permit. If you have any questions or need any additional information, please do not hesitate to contact our office. Sincerely, Deborah. Vaughn Administrative Assistant cc: Marvin Carter, Carter Associates, Inc INDIAN RIVER FARMS WAT1rR CONTROL DISTRICT 7305 Ah Street. Vero Beach Florida 32968 - (772) 562=21.41 P' ti-JULvi. A vim D7o 2oo7 Nov !" A: Applicant Information. Name: 12C f6lZ12 of COQUEy C0KM'55l09FZ5 Address: 18t1 -o 2.51*" Snpemt_-r VrEQn B"EAre j4l PL 32960 Authorized Agent and Title: 4A.MC ala&Llo Jig PE, %lcnoc. Vi 'Pkgsice:u; (Araearni!S) Telephone Number: 561- b 9l -o7aoo B. Proposed Connection or Use: (check appropriate box or boxes) NON-REFUNDABLE 5d Culvert connection to District canal for irrigation -or drainage $100.00 0 Pump connection to District canal for irrigation or drainage $300.00 0 Culvert and/or control structure in District canal for crossing and/or water storage $200.00 9 Other (specify) _ _ _ _ _ $.100.00 Sxnia C. Location: Tract ,Section 2),-:2Z , Township 333 ,Range 39E ,Canal No. lZaLiEW Other appropriate description: 43 l5'" ST, Sl�l /gf TPes6cTiod, INDIAN (Zyek CcwAgy Property I.D. Parcel No.: Attach drawing. to show details (include acreage to be served). D:.:, Details of proposed Construction: (Give diameter and length of culvert; diameter and rated capacity of pump; height and width of riser or other details on water control structure.) kkoFa,l a4-n4lZea or ?urs AfPQ�Oes or ?Ne 431217ME 5"' ST S!J vnfr�sF.��orJ. Q 20-racT w�ce s� kjiLL EE emoRdS TiZoeitO ALz*Jq{ 711E KXZr 51DE 01 43 A46, ANO R$JMOFF C0NJ6ye0 7a SourN Vt- . FF 4A JAL VIA f0(p Lr -18° ff-v� Iwo X11 Lr "j w p9j�' pumow A+omq .-roe. eAsr Laic. or 5'0 8r Sw cvuy eb GCNdeVr=D -ro Q i. ^TccJZAL OP Sc TTII psueJ= 6h+J U VIAR (o r /F ' i84P4 .10, . E. Special Conditions: (for District use only) I 5th A -WAGS Li Si 15pcC/A• a. C7.ua r'a �Dz�S E.' Estimated Date of Construction Commencement: /S,ucu5T I , 2C30-1 Estimated Date of Construction Completion: Finew6l9i 1; 2608 G. As the Applicant for permit, I do understand and agree that: 1. The use of, or construction within, the right-of-way of the Indian River Farms. Water Control District will be in accordance with the details of the approved sketch and/or permit conditions shown hereon, supporting this application; and if any changes are required, same will be cleared with the District. Signed: (Continued on Reverse hereof) (nor District Use Only) Application approved by: Application approved by: Date of approval: o r4?cT " <D7 `e� Expiration Date of this approved application: C - Z S �o c8 Date 5 District Associates, Inc., Engineer for District PERMISSION, WHEN GRANTED,. WILL BE SUBJECT TO THE STANDARD PROVISOS. SET FORTH ON THE REVERSE HEREOF P SPECIAL CONDITIONS FOR PERMIT NO. -07,,-54 FOR PROPOSED 43an AVENUE AND 5rH`STREET, SW ROADWAY IMPROVEMENT32 t ' �h �L--L t ><i• '* ;ati .,i ttu�y t+1s. nt rii`�. '€.t,'Yi .! - ,"s ..' e�•`,?..yg' C "'K ttsi�;t CR�fx;<r_ -_.^ t��ax t'z4 1 This permit issued ;based .0p 1 P,ans ,. P E , dated , P .J.. �n. W_ y_ h % R 2) + Tillstf t �tTY =PeTn11`t°V�D ' A t�• 3) In all canes, final grading around ' rrn �, adjacent to proposed roadway irnprovems, shall s1`cpee'aar4toca s i bank, and sufficient drainage provided to prevent surface Po. g . .'and overbank 'cam' discharge of stormwater (with resulting erosion) into. canal. 4) The last segment of all.outfall/discharge structures .into District's canal shall be hrough bank to near toe of slope of canal. No corrugated metal pipe extending t headwalls are required. All disturbed bank to be re -graded, compacted and stabilized with sod Lsimilar to adjacent typical undisturbed' canal section. 5) Proposed - 100 LF of guardrail at northwest corner of bridge shall be eliminated; or located at top of canal bank to permit access of canal maintenance equipment to north face of bridge and canal along maintenance berm adjacent to west top of bank of canal. 6) Maintenance of the 43`a, Avenue Relief Canal and Sub -lateral B=6 -E (Sth Street, SW) Canal is performed from the adjacent .roadway side :of both canals.. Minimum signage of -other above ground- structures shall be placed' within the canal berm maintenance area. Any at grade or below ground structures placed within the required canal maintenance berm area shall be designed and constructed to withstand heavy equipment traffic loadings. 7) The permit does not include approval of proposed 10" water main attachment to bridge across the 43 Avenue Relief Canal at 5h Street, SW. A separate utility construction permit is required for utility crossings of District's canal/faoilities. J:WEC\SPEC COND-PROVISOMspecial-cor 407-54.doc REPLY TO ATTENTION OF DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEERS 400 HIGH POINT DRIVE, SUITE 600 COCOA, FLORIDA 32926 North Permits Branch July 24, 2007 Cocoa Regulatory Office SAJ-2007-3788 (NW -TSD) Indian River County C/o Brian Rheault Bridge Design Associates, Inc. 2035 Vista Parkway, Suite 200 West Palm Beach, FL 33411 Dear Mr. Rheault: Your application for a Department of the Army permit received on July 02, 2007, has been assigned number SAJ-2007- 3788 (NW -TSD). A review of the information and drawings provided shows the proposed -work is to.install 0.22 acre of rip rap within Indian River Farms Water Control District (IRFWCD) 43rd Avenue Canal and B-6 Canal to stabilize the canal banks adjacent to a new bridge crossing. The project is located at the intersection of 43rd Avenue at 5th Street SW, within, the IRFWCD 43rd Avenue and B-6 Canals, in Vero Beach, in Section 22, Township 32 South, Range 39 East in Indian River County, Florida. The bridge portion of your project as proposed will not require.a Department of the Army permit in accordance with Section 10 of the Rivers and Harbors Act of 1899 as it is considered a bridge and, therefore, is under the regulatory jurisdiction of the U.S. Coast Guard. Provided the work is done in accordance with the. enclosed drawings, Department of the Army authorization will not be required for the bridge. Your project, as depicted on the enclosed drawings, is authorized by Nationwide Permit (NWP) Number 13. In addition, project specific conditions have been enclosed. This verification is valid until July 24, 2009. Please access the U.S. Army Corps of Engineers' Jacksonville District's Regulatory web address at httpo//www.saj.usace.army.mil/regulatory/permitting/nwp/nwp.htm -2 - to access web links to view the Final Nationwide Permits, Federal Register Vol. 72, dated March 12, 2007, the Corrections to the Final Nationwide Permits, Federal Register 72, May 8, 2007, and the List of Regional Conditions. These files contain the description of the Nationwide Permit authorization, the Nationwide Permit general conditions, and the regional conditions, which apply specifically to this verification for NWP 13. Enclosed is a list of the six General Conditions, which apply to all Department of the Army authorizations. You must comply with all of the special and general conditions and any. project specific condition of this authorization or you may be subject to enforcement action. In the event you have not completed construction of. your project within the specified time limit, a separate application or re -verification may be required. The following special conditions are included with this verification: 1. Within 60 days of completion of the work authorized, the attached "Self -Certification Statement of Compliance" must be completed and submitted to the U.S. Army Corps of Engineers. Mail the completed form to the Regulatory Division, Enforcement Section, Post Office Box 4970, Jacksonville, Florida 32232-0019. 2. The Permittee understands and agrees that, if future operations by the United States require the removal, relocation, or.other alteration, of the structures or work herein authorized, or if, in the opinion of the Secretary of the Army or his authorized representative, said structure or work shall cause unreasonable obstruction to the free navigation of the navigable waters, the Permittee will be required, upon due notice from the U.S. Army Corps of Engineers, to remove, relocate, or alter -the structural work or obstructions caused thereby, without expense to the United States. No claim shall be made against the United States on account of any such removal or alteration. 3. No.structure or work shall adversely affect or disturb properties listed in the National Register of Historic Places or those eligible for inclusion in the National Register. Prior to the start of work, the Permittee or other party on the -3- Permittee's behalf, shall conduct a search in the National Register Information System (NRIS). Information can be found at; http://www.cr.nps.gov/nr/research/nris.htme Information on properties eligible for inclusion in the National Register can be identified by contacting the Florida Master File Office by email at fmsfile@dos.state.fl.us or by telephone at 850-245-6440. If unexpected cultural resources are encountered at any time within the project area that was not the subject of a previous cultural resource assessment survey, work should cease -in the immediate vicinity of such discoveries. The permittee, or other party, should notify the SHPO immediately, as well as the appropriate Army Corps of Engineers office. After such notifications, project activities should not resume without verbal and/or written authorization from the SHPO. If unmarked human remains are encountered, all work shall stop immediately, and the proper authorities notified in accordance with Section 872.05, Florida Statutes, unless on Federal lands. After such notifications, project activities on non -Federal lands shall not resume without verbal and/or written authorization from the Florida State Archaeologist for finds under his or her jurisdiction. 4. This Nationwide Permit authorizes the installation of 50 linear feet of rip rap north and south and under the bridge within the 43rd Avenue Canal and 20 to 50 feet east within the B- 6 Avenue Canal. The rip rap will be installed on both sides of the two canals as reflected in the attached exhibits. S. Best management practices for turbidity/erosion control shall be used when performing any activity authorized in this permit. The permittee agrees that all wetland areas and surface waters outside of the specific limits of construction authorized in this permit must be protected from erosion, siltation, scouring or excess turbidity and dewatering. 6. No equipment or materials may be stored or staged in the wetlands or waters of the United States that have not been permitted for impacts. -4 - This letter of authorization does not obviate the necessity to obtain any other Federal, State, or local permits, which may be required. In Florida, projects qualifying for this NWP must be authorized under Part IV of Chapter 373 by the Department.of Environmental Protection, a water management district under §. 373.069, F.S., or a local government with delegated authority under §. 373.441, F.S., and receive Water Quality Certification (WQC) and Coastal Zone Consistency Concurrence (CZCC) (or a waiver), as well as any authorizations required by the State for the use of sovereignty submerged lands. You should check State - permitting requirements_ with the -Florida- Department of Environmental Protection or the appropriate water management district. This letter does not give absolute Federal authority to perform the work as specified on your application. The proposed work may be subject to local building restrictions mandated by the National Flood Insurance Program. You should contact your local office that issues building permits to determine if your site is located in a flood -prone area,. and if you must comply with the local building requirements mandated by the National Flood Insurance Program. If you are unable to access the internet or require a hardcopy of any of the conditions, limitations, or expiration date for the above referenced NWP, please contact Tamy Dabu by telephone at 321-504-3771 extension 11. This letter contains an approved jurisdictional determination. Enclosed you will find the approved jurisdictional determination form and a Notification of Appeal Process fact sheet and Request for Appeal (RFA) form. If you object to this determination, you may request an administrative appeal under Corps' regulations at 33 CFR Part 331. If you request to appeal this determination, you must submit a completed RFA form to the South Atlantic Division Office at the following address: Mr. Michael F. Bell South Atlantic Division -5 - U.S. Army Corps of Engineers CESAD-CM-CO-R, Room 9M15 60 Forsyth St., SW. Atlanta, Georgia 30303-8801. Mr. Bell can be reached by telephone number at 404-562-5137, .or by facsimile at 404-562-5138. In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under'33 CFR Part 331.5, and that it has been received by the Division office within 60 days of the date of the RFA. Should you decide to submit an RFA form, it must be received at the above address by September 24,"2007s Thank you for your cooperation with our permit program. The Corps Jacksonville District Regulatory Division is. committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. We invite you to take a few minutes to visit the following link and complete our automated Customer Service Survey: http://www.sa3musace.army.mil/permit/forms/customer_serviceshtm. Your input is appreciated - favorable or otherwise. Sincerely, Tamy Dabu Project Manager Enclosures Copy Furnished: CESAD-RD-PE GENERAL CONDITIONS 33 CFR PART 320-330 PUBLISHED FEDERAL REGISTER DATED 13 NOVEMBER 1986 1. The time limit for completing the work authorized ends on date identiried in the letter. If you find that you need more time to complete the authorized activity, submit your request for a time extension to this office for consideration at least one month before the above date is reached. 2. You must maintain the activity authorized by this permit in good condition and in conformance with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the permitted activity, although you may make a good faith transfer to a third party in compliance with General Condition 4 below. Should you wish to cease to maintain the authorized activity or should you desire to abandon it without a good -fait - h transfer, you must obtaina modification of this permit from this office, which may require restoration of the area. 3. If you discover any previously unknown historic or archeological remains while accomplishing the activity authorized by this permit, you must immediately notify this office of what you have found. We will initiate the Federal and state coordination required to determine if the remains warrant a recovery effort of if the site is eligible for listing in the National Register of Historic Places. 4. If you sell the property associated with this permit you must obtain the signature of the new owner in the space provided and forward a copy of the permit to this office to validate the transfer of this authorization. S. If a conditioned water quality certification has been issued for your project, you must comply with the conditions specified I n the certification as special conditions to this permit. For your convenience, a copy of the certification is attached if it contains such conditions. 6. You must allow a representatives from this office to inspect the authorized activity at any time deemed necessary to ensure that it is being or has been accomplished in accordance with the terms and conditions of your permit. SELF- .RTIFICATION STATEMENT OF COM. :ANCE Permit Number: NW -13 Application Number: SAJ-2007-3788 Permittee's Name & Address (please print or type): Telephone Number: Location of the Work: Date Work Started: Date Work Completed: Description of the Work (e.g., bank stabilization, residential or commercial filling, docks, dredging, etc.): Acreage or Square Feet of Impacts to Waters of the United States: Describe Mitigation completed (if applicable): Describe any deviations): Deviations from Permit (attach drawing(s) depicting the ******************** I certify that all work, and mitigation (if applicable) was done in accordance with the limitations and conditions as described in the permit. Any deviations as described above are depicted on the attached drawing(s). Signature of Permittee Date Mail this completed form to the U.S. Army Corps of Engineers, Regulatory Division, Special Projects & Enforcement Section, Post Office Box 4970, Jacksonville, Florida 32232-0019. DEPARTMENT OF THE ARMY PERMIT TRANSFER REQUEST PERMIT NUMBER: SAJ-2007-3788 (NKTSD When the structures or work authorized by this permit are still in existence at the time the property is transferred, the terms and conditions of this permit will continue to be binding on the new owner(s) of the property. Although the construction period for works authorized by Department of the Army permits is finite, the permit itself, with its limitations, does not expire. To validate the transfer of this permit and the associated responsibilities associated with compliance with its terms and conditions, have the transferee sign and date below and mail to the U.S. Army Corps of Engineers, Enforcement Branch, Post office Box 4970, Jacksonville, FL 32232- 0019. (TRANSFEREE -SIGNATURE) (DATE) (NAME -PRINTED) (MAILING ADDRESS) (CITY, STATE, ZIP CODE) (Telephone number) (Fax number) (SUBDIVISION) (LOT) (BLOCK) (STREET ADDRESS) " �'e to an initial �EASONS FOR APPEAL OR OBJECTIONS: (Descrile yourTeasong- for appealing the aceision or your objections statements.You • .attachadditional inforination tothis• ff toclarify whereyour • 1 or qoffered perrnit in clear concise 1• - \ \t areaddressed in the • •• / -record.) UIL • u • • • • al 0 CWJUA 101 • 1. • \ •- • • m., 1 • • ! • .111 • 1 • \1. • 1 / / • 1 -EM • 1 • • vv 2 17 If you have ques - tions regarding this decision and/or the appeal If you only have questMonsMegardnig Ue appeal pTuUsT-;UK--0—r-17 • contact: process you.may contact: Tamy Dabu 321-504-3771 extension 11 Michael F. Bell 404-562-5137 RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site investigations. Date: Telephone number: Signature of appellant or agent. S_..� itIlk,�'{( tel 4;ML Ile 'd�' Ate°' _ iYE• `♦^: s. ,� % :� i [�. x _e z PJ , �r.�{ot�naV` ` �S _ Gti`•. Gds-tE� � �� 6 �" � ' �}i '� R. (� �1 � PARIt s , 4 `( 1 /� _ -..a.> � � � of � y � �t •�-(t�I ._e i Y�' f ' 3. • v I IleM :it It` p U It..x �M 6 r { ; '. yy r�et V r rylyr im I- I t .4 ,n-caea'+r`ry^a'i.. t i'•� 4 i r y lk �l It Ile. r Location el the t. el te 41 er VIC tow '. ©' r Tr ' r r r' Ui W:te t yj It i It tI It oe �r fi ?ate' ,'�`A p - °` Cl' C��O Si ° .t ��� }Jet- tr 4 R`'• elt •.z� It r. b _ L i i a ,y� �W'ri"�TO - dR X. n.�ne "Ittt ! ,let,, V to 2C107' uletrc p.�' ITechlet nal t it I Ile I w Ile U) ((� a[i r� o! sr ^ �s `'e r,i.' a.... .. 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Q ZpN oi ml 0 i .ylQ z�14i + m�O d LU i'A %0 iR SAJ-2007-3788 Sheet 3 of 3 94 h'1 3%17407VW m* C.i Ln C3 0 0 N w a Ci A701Ma*r9WLG _ �n+nMWMY29MVsm N 0 0 a o° �1 O U1 O O O h O �r O �n,�nraF6�nrn --Al7NOcu3s---- 0 0 a o° �1 O U1 O O O h O Q m LL0 0 �a a� 01 �V4 YO u N �r U Q Q m LL0 0 �a a� 01 �V4 YO u N STANDARD GENERAL�ENVIRONMENTAL RESOURCE PERMIT TECHNICAL STAFF REPORT January 06, 2005 APPLICATION #: 40-061-94873-1 DATE RECEIVED: July 28, 2004 DATE COMPLETED: January 6, 2005 21 ST DAY: January 27, 2005 Applicant: IRC Board of County Commissioners 1840 25th Street Vero Beach, FL 32960 (772) 567-8000 Agent: ARCADIS LNW C/O Henry W. Deibel, Jr., P.E. 420 Columbia Ave, Suite 100 West Palm Beach, FL 33409 (561) 684-6686 28TH DAY. February 3, 2005 Project Name: 5th Street SW over 43rd Avenue ditch Project Acreage: 2.591 Planning Unit: 10E Regional Watershed: 22 Receiving Water Body: IRFWCD B=6 Canal Class: III Fresh. County: Indian River Correct Fee Submitted: Yes Amount Received: $1,000.00 Authority: 40C. 4.041(2)(b) 8 Type of Treatment: Retention Type of Development: Roadway Type of System. N/A Final O&M Entity: Indian River County Pre/Post Peak Rate Attenuation Provided: Pre/Post Volume Attenuation Provided: Mean Annual Storm Attenuation Provided: Recovery of Water Quality Vol. Within Req. Time. Recovery of Peak Attenuation Vol. Within Req. Time: Interested Parties: No Objectors: No Authorization Statement A Permit Authorizing: Yes N/A N/A Yes Yes Construction of a Surface Water Management System with stormwater treatment by retention for 5th Street S.W. over 43rd Avenue ditch, a 2.59 -acre project to be constructed as per plans received by the District on December 9, 2004. Staff Comments: Engineering: This application is for proposed improvements to existing paved public roads in Indian River County. The roadways include 5th Street S.W. and 43rd Avenue and the improvements include widening and raising the grades in the vicinity of the intersection of the two roads. Also, a new bridge will be constructed over the Indian River Farms Water Control District (IRFWCD) B-6 Canal just east of the intersection. The improvements will be served by a new surface water management system, which includes five roadside retention areas. These areas correspond to five drainage basins labeled N43SB1 P, N43SB2P, N43NB1 P, N43NB2P, and NSEBP. These basins correspond to the west and east sides of 43rd Avenue, north and south of 5th Street S.W., and the r -o -w on the north side of 5th Street S.W., respectively. Each basin has its' own discharge structure which is designed as an FDOT Type E Inlet with the top of grate set at the treatment volume elevation. Attenuation is provided for the 25 -year, 24-hour storm event. Site Description: The project area consists of portions of 43rd Avenue and 5th Street SW near the intersection of the roads, and the associated roadside ditches. The ditches amount to 1.95 acres within the project area. These surface waters have little to no emergent vegetation, and sparsely vegetated, steep banks. Impacts: 12.2.2 states that an applicant "must provide reasonable assurances that a regulated activity will not impact the values of wetland and other surface water functions so as to cause adverse impacts to: (a) the abundance and diversity of fish, wildlife and listed species; and (b) the habitat of fish, wildlife and listed species. The applicant proposes to improve the existing crossing by 5th Street S.W. of the 43rd Avenue ditch in accordance with the other roadway improvements. This reconstructed crossing will result in 0.08 acres of potentially adverse shading impacts to the surface water. However, the current crossing already shades the affected area. Furthermore, the affected system is considered to be an upland -cut ditch and, as such, does not require review under most provisions of Section 12.2 in the Applicant's Handbook. Secondary impacts: Section 12.2.7 A. H. contains a four part criterion which addresses additional impacts that may be caused .by a project: (a) impacts to wetland functions that may result from the intended use of a project; (b) impacts to the upland nesting habitat of listed species that are aquatic or wetland dependent; (c) impacts to significant historical and archaeological resources that are closely linked and causally related to any proposed dredging or filing of wetlands or other surface waters; and (d) wetland impacts that may be caused by future phases of the project or activities that are closely linked and causally related to the project. The surface waters affected by this project do not require consideration for secondary impacts. There is no upland -nesting habitat for wetland -dependent listed wildlife species on the property. In consultation with the Division of Historical Resources, District staff determined that there are no recorded archaeological sites or historical structures within the project boundaries. Finally, there are no future phases currently planned for this project. Elimination/Reduction of Impacts: Pursuant to Section 12.2.1 A.H. the applicant must consider practicable design modifications, which would reduce or eliminate adverse impacts to wetlands and other surface waters. A proposed modification which is not technically capable of being done, is not economically viable, or which adversely affects public safety through endangerment of lives or property is not considered "practicable". Section 12.2.1 The impacts associated with this project are limited to the upland -cut ditches. These surface waters are considered to provide only minimal functions to fish and wildlife species, and the criteria for the elimination and reduction of impacts do not apply to these man-made systems. Mitigation: in accordance with the criteria outlined under section 12.2.2.2, A.H., the -proposed impacts to upland -cut ditches do not require mitigation to offset the potential loss of habitat functions. Cumulative Impacts: Section 12.2.8 A. H. requires applicants to provide reasonable assurances that their projects will not cause unacceptable cumulative impacts upon wetlands and other surface waters within the same drainage basin as the project for which a permit is sought. This analysis considers past, present, and, likely future similar impacts and assumes that reasonably expected future applications with like impacts will be sought, thus necessitating equitable distribution of acceptable impacts among future applications. Mitigation, which offsets a projects adverse impacts within the same basin as the project for which a permit is sought is presumed to not cause unacceptable cumulative impacts. In accordance with the criteria outlined under section 12.2.2.2, A.H., the proposed impacts to upland -cut ditches do not warrant consideration for cumulative impacts. This project meets all applicable criteria for permit issuance set forth in sections 40C- 4.301 and 40C4.302, F.A.C. and subsection 12.1.1, A.H. Wetland Summary Table 5th Street SW over Ord Avenue ditch Total Wetlands On-site Total Surface Waters On-site 1.95 acres upland -cut roadside ditches Roadway Acres 0.000 1.950 impacts that Require (Mitigation Impacts that Require No Mitigation Shading of upland -cut ditch Mitigation 0.000 0.080 0.080 Not required. Conditions for Application Number 40=061-94873-1: ERP General Conditions by Rule (October 03,1995): 11 21 31 41 55 61 73 81 95 10, 11, 12, 13, 14, 15, 169 179 18, 19 ERP/MSSW/Stormwater Special Conditions (November 09,1995): 1, 4, 10, 13 Other Conditions: 1. The project must be constructed in accordance with the plans and information received by the District on December 9, 2004. Reviewers. Marc von Canal Mark Crosby a..,. ,...., N"j a�i���i� [iafip �L!3t§t 25t h, Sit Veffl: 00 mar S MMMT s ` -Cab }t 4■ fq -91 r a s', • ir;d • • is = t ' " • G 1. ., [, 1, �sj •1• K: ti a7 IM peffAm -.s - Mb yaw, pstRA a ..R f't F - -d .. _ t � ,•.moi AlaIL of at it -tie. irandermcitz"1918woww'.1-A"16 91e - .Win sf.qVirWJ 14 y. 4 ■1 k r L_ 7MOLTt _ R C ._..:,y>c�++x:;...eM... �I�AP�flt �1��■DSI RIS r:�a� os�i. � rani �. t'•�I�e,a�; � , �,,c �rn�:ta p�Y> Run PinMAA � a,31g• :�2E��'��.�-.�...� ,,. :lsZrID St.johns River Water Management District Kirby B. Green 111, Executive Director • David W. Fisk, Assistant Executive Director 4049 Reid Street • P.O. Box 1429 • Palatka, FL 32178-1429 • (386)329m4500 On the Internet at www.sjrwmd.com. February 17, 2006 IRC Board of County Commissioners 1840 25th Street Vero Beach, FL 32960 SUBJECT: Permit Number 40-061-94873-2 43rd Avenue & 5th Street SW Dear Sir/Madam: Enclosed is your general permit as authorized by the staff of the St. Johns River Water Management District on February 17, 2006. This permit is a legal document and should be kept with your other important documents. The attached MSSW/Stormwater As -Built Certification Form should be filled in and returned to the Palatka office within thirty days after the work is completed. By so doing, you will enable us to schedule a prompt inspection of the permitted activity. In addition to the MSSW/Stormwater As -Built Certification Form, your permit also contains conditions which require submittal of additional information. All information submitted as compliance to permit conditions must be submitted to the Palatka office address. Permit issuance does not relieve you from the responsibility of obtaining permits from any federal, state and/or local agencies asserting concurrent jurisdiction for this work. Please be advised that the District has not published a notice in the newspaper advising the public that it is issuing a permit for this proposed project. Publication, using the District form, notifies members of the public (third parties) of their rights to challenge the issuance of the general permit. If proper notice is given by publication, third parties have a 21 -day time limit on the time they have to file a petition opposing the issuance of the permit. If you do not publish, a party's right to challenge the issuance of the general permit extends for an indefinite period of time. If you wish to have certainty that the period for filing such a challenge is closed, then you may publish, at your own expense, such a notice in a newspaper of general circulation. A copy of the form of the notice and a list of newspapers of general circulation is attached for your use. In the event you sell your property, the permit will be transferred to the new owner, if we are notified by you within thirty days of the sale and if you provide the information required by 40C- 1.612, F.A.C. Please assist us in this matter so as to maintain a valid permit for the new property owner. GOVERNING BOARD David G. Graham, CHAIRMAN John G. Sowinski, VICE CHAIRMAN Ann T. Moore, SECRETARY Duane L. Ottenstroer, TREASURER JACKSONVILLE ORLANDO BUNNELL JACKSONVILLE R. Clay Albright Susan N. Hughes William W. Kerr Ometrias D. Long W. Leonard Wood OCALA PONTE VEDRA MELBOURNE BEACH APOPKA FERNANDINA BEACH Thank you for your cooperation, and if this office can be of any further assistance to you, please do not hesitate to contact us. Sincerely, Jo Ann Fuqua Service Center Data Mgt Supervisor Division of Permit Data Services Enclosures: Permit with As -built Certification Form Notice of Rights List of Newspapers for Publication cc: District Permit File Consultant: ARCADIS LNW 420 Columbia Ave, Suite 110 West Palm Beach, FL- 33409 ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Post Office Box 1429 Palatka, Florida 32178-1429 PERMIT NO. 40-061-94873-2 DATE ISSUED: February 17, 2006 PROJECT NAME: 43rd Avenue & 5th Street SW A PERMIT AUTHORIZING: Construction of a Surface Water Management System with stormwater treatment by retention for 43rd Avenue & 5th Street SW, a 11.85 -acre project to be constructed as per plans received by the District on January 23, 2006, LOCATION. Section(s): 21,22 Township(s): 33S Range(s): 39E Indian River County IRC Board of County Commissioners 1840 25th Street Vero Beach, FL 32960 Permittee agrees to hold and save the St. Johns River Water Management District and its successors harmless from any and all damages, claims, or liabilities, which may arise from, permit issuance. Said application, including all plans and specifications attached thereto, is by reference made a part hereof. This permit does not convey to permittee neither any property rights nor any rights of privileges other than those specified herein, nor relieve the permittee from complying with any law, regulation or requirement affecting the rights of other bodies or agencies. All structures and works installed by permittee hereunder shall remain the property of the permittee. This permit may be revoked, modified or transferred at any time pursuant to the appropriate provisions of Chapter 373, Florida Statutes: PERMIT IS CONDITIONED UPON: See conditions on attached "Exhibit A", dated February 17, 2006 AUTHORIZED BY: St. Johns River Water Management District Department of Resource Management 4 By: (Service Center Director - Palm Bay) John Juilianna "EXHIBIT A" CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 40-061-94873-2 IRC BOARD OF COUNTY COMMISSIONERS DATED FEBRUARY 17, 2006 1. All activities shall be implemented as set forth in the plans, specifications and performance criteria as approved by this permit. Any deviation from the permitted activity and the conditions for undertaking that activity shall constitute a violation of this permit. 2. This permit or a copy thereof, complete with all conditions, attachments, exhibits, and modifications, shall be kept at the work site of the permitted activity. The complete permit shall be available for review at the work site upon request by District staff. The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. 3. Activities approved by this permit shall be conducted in a manner, which do not cause violations of state water quality standards. 4. Prior to and during construction, the permittee shall implement and maintain all erosion and sediment control measures (best management practices) required to retain sediment on-site and to prevent violations of state water quality standards. All practices must be in accordance with the guidelines and specifications in chapter 6 of the Florida Land Development Manual: A Guide to Sound Land and Water Management (Florida Department of Environmental Regulation 1988), which are incorporated by reference, unless a project specific erosion and sediment control plan is approved as part of the permit, in which case the practices must be in accordance with the plan. If site specific conditions require additional measures during any phase of construction or operation to prevent erosion or control sediment, beyond those specified in the erosion and sediment control plan, the permittee shall implement additional best management practices as necessary, in accordance with the specifications in chapter 6 of the Florida Land Development Manual: A Guide to Sound Land and Water Management (Florida Department of Environmental Regulation 1988). The permittee shall correct any erosion or shoaling that causes adverse impacts to the water resources. 5. Stabilization measures shall be initiated for erosion and sediment control 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. 6. At least 48 hours prior to commencement of activity authorized by this permit, the permittee shall submit to the District a Construction Commencement Notice Form No. 40C-4.900(3) indicating the actual start date and the expected completion date. 7. When the duration of construction will exceed one year, the permittee shall submit construction status reports to the District on an annual basis utilizing an Annual Status Report Form No. 40C-4.900(4). These forms shall be submitted during June of each year. 8. For those systems which will be operated or maintained by an entity which will require an easement or deed restriction in order to provide that entity with the authority necessary to operate or maintain the system, such easement or deed restriction, together with any other final operation or maintenance documents as are required by subsections 7.1.1 through 7.1.4 of the Applicant's Handbook: Management and Storage of Surface Waters, must be submitted to the District for approval. Documents meeting the requirements set forth in these subsections of the Applicant's Handbook will be approved. Deed restrictions, easements and other operation and maintenance documents which require recordation either with the Secretary of State or the Clerk of the Circuit Court must be so recorded prior to lot or unit sales within the project served by the system, or upon completion of construction of the system, whichever occurs first. For those systems which are proposed to be maintained by county or municipal entities, final operation and maintenance documents must be received by the District when maintenance and operation of the system is accepted by the local governmental entity. Failure to submit the appropriate final documents referenced in this paragraph will result in the permittee remaining liable for carrying out maintenance and operation of the permitted system. 9. Each phase or independent portion of the permitted system must be completed in accordance with the permitted plans and permit conditions prior to the initiation of the permitted use of site infrastructure located within the area served by the portion or phase of the system. Each phase or independent portion of the system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of that phase or portion of the system to local government or other responsible entity. 10. Within 30 days after completion of construction of the permitted system, or independent portion of the system, the permittee shall submit a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law, utilizing As Built Certification Form 40C-1.181(13) or 40C-1.181(14) supplied with this permit. When the completed system differs substantially from the permitted plans, any substantial deviations shall be noted and explained and two copies of as -built drawings submitted to the District. Submittal of the completed from shall serve to notify the District that the system is ready for inspection. The statement of completion and certification shall be based on on-site observation of construction (conducted by the registered professional engineer, or other appropriate individual as authorized by law, or under his or her direct supervision) or review of as -built drawings for the purpose of determining if the work was completed in compliance with approved plans and specifications. As -built drawings shall be the permitted drawings revised to reflect any changes made during construction. Both the original and any revised specifications must be clearly shown. The plans must be clearly labeled as "as -built" or "record" drawing. All surveyed dimensions and elevations shall be certified by a registered surveyor. The following information, at a minimum, shall be verified on the as -built drawings: 1. Dimensions and elevations of all discharge structures including all weirs, slots, gates, pumps, pipes, and oil and grease skimmers; 2. Locations, dimensions, and elevations of all filter, exfiltration, or underdrain systems including cleanouts, pipes, connections to control structures, and points of discharge to the receiving waters; 3. Dimensions, elevations, contours, or cross-sections of all treatment storage areas sufficient to determine state -storage relationships of the storage area and the permanent pool depth and volume below the control elevation for normally wet systems, when appropriate; 4. Dimensions, elevations, contours, final grades, or cross-sections of the system to determine flow directions and conveyance of runoff to the treatment system; 5. Dimensions, elevations, contours, final grades, or cross-sections of all conveyance systems utilized to convey off-site runoff around the system; 6. Existing water elevation(s) and the date determined; and Elevation and location of benchmark(s) for the survey. 11. The operation phase of this permit shall not become effective until the permittee has complied with the requirements of general condition 9 above, the District determines the system to be in compliance with the permitted plans, and the entity approved by the District in accordance with subsections 7.1.1 through 7.1.4 of the Applicant's Handbook: Management and Storage of Surface Waters, accepts responsibility for. operation and maintenance of the system. The permit may not be transferred to such an approved operation and maintenance entity until the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the District, the permittee shall request transfer of the permit to the responsible approved operation and maintenance entity, if different from the permittee. Until the permit is transferred pursuant to section 7.1 of the Applicant's Handbook: Management and Storage of Surface Waters, the permittee shall be liable for compliance with the terms of the permit. 12. Should any other regulatory agency require changes to the permitted system, the permittee shall provide written notification to the District of the changes prior implementation so that a determination can be made whether a permit modification is required. 13. This permit does not eliminate the necessity to obtain any required federal, state, local and special district authorizations prior to the start of any activity approved by this permit. This permit does not convey to the permittee or create in the permittee any property right, or any interest in real property, nor does it authorize any entrance upon or activities on property which is not owned or controlled by the permittee, or convey any rights or privileges other than those specified in the permit and chapter 40C4 or chapter 40C40, F.A.C. 14. The permittee shall hold and save the District harmless from any and all damages, claims, or liabilities which may arise by reason of the activities authorized by the permit or any use of the permitted system. 15. Any delineation of the extent of a wetland or other surface water submitted as part of the permit application, including plans or other supporting documentation, shall not be considered specifically approved unless a specific condition of this permit or a formal determination under rule 40C-1.1006, F.A.C., provides otherwise. 16. The permittee shall notify the District in writing within 30 days of any sale, conveyance, or other transfer of ownership or control of the permitted system or the real property at which the permitted system is located. All transfers of ownership or transfers of a permit are subject to the requirements of rule 40C-1.612, F.A.C. The permittee transferring the permit shall remain liable for any corrective actions that may be required as a result of any permit violations prior to such sale, conveyance or other transfer. 17. Upon reasonable notice to the permittee, District authorized staff with proper identification shall have permission to enter, inspect, sample and test the system to insure conformity with the plans and specifications approved by the permit. 18. If historical or archaeological artifacts are discovered at any time on the project site, the permittee shall immediately notify the District. 19. The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate. 20. This permit for construction will expire five years from the date of issuance. 21. At a minimum, all retention and detention storage areas must be excavated to rough grade prior to building construction or placement of impervious surface within the area to be served by those facilities. To prevent reduction in storage volume and percolation rates, all accumulated sediment must be removed from the storage area prior to final grading and stabilization. 22. All wetland areas or water bodies that are outside the specific limits of construction authorized by this permit must be protected from erosion, siltation, scouring or excess turbidity, and dewatering. 23. Prior to construction, the permittee must clearly designate the limits of construction on-site. The permittee must advise the contractor that any work outside the limits of construction, including clearing, may be a violation of this permit. 24. The project must be constructed and operated in accordance with the plans and information received by the District on January 23, 2006, 25. The stormwater management system must be inspected by the, operation and maintenance entity once within two years after the completion of construction and every two years thereafter to insure that the system is functioning as designed and permitted. If a required inspection reveals that the system is not functioning as designed and permitted, then within 14 days of that inspection the entity shall submit an Exceptions Report on form number 40C- 42.900(6), Exceptions Report for Stormwater Management System Out of Compliance. The operation and maintenance entity must maintain a record of each required inspection, including the date of inspection, the name, address, and telephone number of the inspector, and whether the system was functioning as designed and permitted, and make such record available for inspection upon request by the District during normal business hours. Notice Of Rights 1. A person whose substantial interests are or may be determined has the right to request an administrative hearing by filing a written petition with the St. Johns River Water Management District (District), or may choose to pursue mediation as an alternative remedy under Sections 120.569 and 120.573, Florida Statutes, before the deadline for filing a petition. Choosing mediation will not adversely affect the rights to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth in Sections120.569 and 120.57, Florida Statutes, and Rules 28-106.111 and 28-106.401-.405, Florida Administrative Code. Pursuant to Chapter 28-106 and Rule 40C-1.1007, Florida Administrative Code, the petition must be filed at the office of the District Clerk at District Headquarters, P. O. Box 1429, Palatka, Florida 32178-1429 (4049 Reid St., Palatka, FL 32177) within twenty-six (26) days of the District depositing notice of District decision in the mail (for those persons to whom the District mails actual notice) or within twenty-one (21) days of newspaper publication of the notice of District decision (for those persons to whom the District does not mail actual notice). A petition must comply with Chapter 28-106, Florida Administrative Code. 2. If the Governing Board takes action which substantially differs from the notice of District decision, a person whose substantial interests are or may be determined has the right to request an administrative hearing or may choose to pursue mediation as an alternative remedy as described above. Pursuant to District Rule 40C-1.1007, Florida Administrative Code, the petition must be filed at the office of the District Clerk at the address described above, within twenty-six (26) days of the District depositing notice of final District decision in the mail (for those persons to whom the District mails actual notice) or within twenty-one (21) days of newspaper publication of the notice of its final agency action (for those persons to whom the District does not mail actual notice). Such a petition must comply with Rule Chapter 28-106, Florida Administrative Code. 3. A substantially interested person has the right to a formal administrative hearing pursuant to Section 120.569 and 120.57(1), Florida Statutes, where there is a dispute between the District and the party regarding an issue of material fact. A petition for formal must comply with the requirements set forth in Rule 28-106.201, Florida Administrative Code, 4. A substantially interested person has the right to an informal hearing pursuant to Sections 120.569 and 120.57(2), Florida Statutes, where no material facts are in dispute. A petition for an informal hearing must comply with the requirements set forth in Rule 28-106.301, Florida Administrative Code, 5. A petition for an administrative hearing is deemed filed upon delivery of the petition to the District Clerk at the District headquarters in Palatka, Florida. 6. Failure to file a petition for an administrative hearing, within the requisite time frame shall constitute a waiver of the right to an administrative hearing (Section 28-106.111, Florida Administrative Code). 7. The right to an administrative hearing and the relevant procedures to be followed are governed by Chapter 120, Florida Statutes, and Chapter 28-106, Florida Administrative Code and Section 40C-1.1007, Florida Administrative Code. Notice Of Rights 8. An applicant with a legal or equitable interest in real property who believes that a District permitting action is unreasonable or will unfairly burden the use of his property, has the right to, within 30 days of receipt of notice of the District's written decision regarding a permit application, apply for a special master proceeding.under Section 70.51, Florida Statutes, by filing a written request for relief at the office of the District Clerk located at District headquarters, P. O. Box 1429, Palatka, FL 32178=1429 (4049 Reid St., Palatka, Florida 32177). A request for relief must contain the information listed in Subsection 70.51(6), Florida Statutes, 9. A timely filed request for relief under Section 70.51, Florida Statutes, tolls the time to request an administrative hearing under paragraph no. 1 or 2 above (Paragraph 70.51(10)(b), Florida Statutes). However, the filing of a request for an administrative hearing under paragraph no. 1 or 2 above waives the right to a special master proceeding (Subsection 70.51(10)(b), Florida Statutes). 10. Failure to file a request for relief within the requisite time frame shall constitute a waiver of the right to a special master proceeding (Subsection 70.51(3), Florida Statutes), 11. Any substantially affected person who claims that final action of the District constitutes an unconstitutional taking of property without just compensation may seek review of the action in circuit court pursuant to Section 373.617, Florida Statutes, and the Florida Rules of Civil Procedures, by filing an action in circuit court within 90 days of the rendering of the final District action, (Section 373.617, Florida Statutes). 12. Pursuant to Section 120.68, Florida Statutes, a person who is adversely affected by final District action may seek review of the action in the District Court of Appeal by filing a notice of appeal pursuant to the Florida Rules of Appellate Procedure within 30 days of the rendering of the final District action. 13. A party to the proceeding before the District who claims that a District order is inconsistent with the provisions and purposes of Chapter 373, Florida Statutes, may seek review of the order pursuant to Section 373.114, Florida Statutes, by the Florida Land and Water Adjudicatory Commission, by filing a request for review with the Commission and serving a copy on the Department of Environmental Protection and any person named in the order within 20 days of adoption of a rule or the rendering of the District order. 14. For appeals to the District Court of Appeal, a District action is considered rendered after it is signed on behalf of the District, and is filed by the District Clerk, 15. Failure to observe the relevant time frames for filing a petition for judicial review described in paragraphs #11 and #12, or for Commission review as described in paragraph #13, will result in waiver of that right to review. Notice Of Rights Certificate of Service I HEREBY CERTIFY that a copy of the foregoing Notice of Rights has been sent by U.S. Mail to: IRC Board of County Commissioners 1840 25th Street Vero Beach, FL 32960 At 4:00 p.m. this 17th day of February 2006. Division of Permit Data Services Gloria Lewis, Director St. Johns River Water Management District Post Office Box 1429 Palatka, FL 32178-1429 (386) 3294152 Permit Number: 40-061-94873-2 FLORIDA E CONTRA APPENDIX `B' ROSION & SEDIMENT L INSP CHAPTER 49 "BEST P FOR EROSION AND S TO CTOR MANUAL MAGEMENT PRACTICES DIMENTATION CONTROL" LISTE http://www.dep.state.fl,us/water/nonpoint/ero man.htm Appendix B -BMP F..\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\APPENDIX B - CHAPTER 4 BEST MANAGEMENT PRACTICES.doc APPENDIX `C' JILT SURVEY RE( )RD CHECKLIST F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\APPENDIX C CHAPTER 4 AS BUILT RECORD CHECKLIST.doc RECORD/AS-BUILT DOCUMENTS GENERAL A. Maintain and provide the ENGINEER with record documents as specified below, except where otherwise specified or modified in Divisions the Supplementary Conditions. B. Maintenance of Documents: 1. Maintain in CONTRACTOR's field office in clean, dry, legible condition complete sets of the following: 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. 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. C. 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. RECORD-ASBUILT DRAWINGS A. During the entire construction operation, the CONTRACTOR shall maintain records of all deviations from the Drawings and Specifications and shall 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. 01720-1 01720 Record Documents F:\Engineering\Capital Pro3jects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\StandardCnty Surveyor - Record Documents master 2-2008 REV MOB 3-12-08.doc r C. Record/As-Built survey shall be performed and subsequent plans prepared by a registered Professional Surveyor and Mapper in the state of Florida and certified per standards as set forth within Florida Statutes, Administrative code and Minimum Technical Standards forthattype of survey. All said surveying mentioned above shall be performed under the direct supervision of a registered Professional Surveyor and Mapper in the state of Florida accordingly. The following items are required to be shown on County project Record/As-Built drawings submitted to ENGINEER: As per Chapter 472, Florida Statutes and Chapter 61 G17-6.007 Florida Administrative Code As -Built — Record — Specific Purpose Surveys: A Professional Surveyor and Mapper licensed in the state of Florida shall provide an adequate Record/As-Built survey as it relates to the regulations and standards established for said surveys. AND Field measurements of vertical or horizontal dimensions of constructed improvements shall be obtained so that the constructed facility can be delineated in such a way that the location of the construction may be compared with the construction plans. Clearly shows by symbols, notations, or delineations, those constructed improvements located by the survey. 1. Right-of-way Swale/Drainage — All culvert inverts elevations and station offsets; inlet grate and bottom elevations; swale beginning and end bottom elevations; and highs and lows along top of bank. Size of swale. 2. Pipe Culvert/PVC Sleeves — All inverts, stations and offsets. 3. Outfalls — All pipe inverts elevations and station offsets, weir box elevations, weir elevation, and sizes. 4. Roadway/Off Site Drainage — All inverts elevations and station offsets; manhole top elevation; grate top elevations. 5. Retention Ponds — Perimeter elevations, grade breaks, depths, and calculate pond area at control elevation and grade breaks above water surface. 01720-2 01720 Record Documents F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\StandardCnty Surveyor - Record Documents master 2-2008 REV MOB 3-12-08.doc D. 6. Roadway: a. Stations and offset related to controlling baseline and elevations of all structures, side street and major driveway radius returns (edge of pavement), bends and/or change in direction of roadway alignment, OR minimum at 1000' intervals along roadway alignment. b. Elevations along Profile Grade Line (PGL), of all edge of pavements either side of Profile Grade Line (PGL), at medians at the high/low and PVI points along Profile Grade Line (PGL). c. All final Elevations to be plotted on PGL AND Plan - Profile sheets as applicable. d. Elevations of edge of pavement and flow line at curb inlets and on the adjacent edge of pavement at curb inlets. 1. Survey Control: Install/re-establish new roadway alignment control points (Survey Baseline or controlling line and all points as indicated on the plans or control sheet) upon final roadway completion. Include all intersections and side streets. State Plane Coordinates and elevations for all control points. 2. Either if shown on plans or not: Any Public Land Corner or Governmental Survey Control point(s) destroyed and/or disturbed during the scope of the project shall be properly re-established as per standards as set forth within Florida Statutes, Administrative code and Minimum Technical Standards for that type of survey. All said surveying mentioned above shall be performed under the direct supervision of a registered Professional Surveyor and Mapper in the state of Florida and certified accordingly. Said Governmental agency(s) shall be notified in writing of disturbance and re -establishments. RECORD/AS-BUILTS DRAWINGS FORMAT - SUBMITTALL A. ENGINEER will supply the CONTRACTOR with the electronic file of the approved construction plans for the input of the As -Built information. Be CONTRACTOR shall deliver seven (7) certified sets of Record/As-Builts with an Electronic Drawing files prepared in AutoCAD 2007 AND PDF format or in current version as agreed by the ENGINEER. 01720-3 01720 Record Documents F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\StandardCnty Surveyor - Record Documents master 2-2008 REV MOB 3-12-08.doc C. CONTRACTOR's surveyor shall review, sign and seal As-Builts or Record drawing(s). Said drawing(s) shall clearly state, type of survey, positional tolerances, adhere and be certified to by a registered Professional Surveyor and Mapper in the state of Florida, any standards set forth by Florida Statutes, Administrative code and Minimum Technical Standards for As- Built/Record surveys. D. All Record/As-Built drawings are subject to review and approval by County Surveyor. E. Payment for Record Drawings, Review of Electronic As-Builts and signing and sealing As-13uilts shall be made under: Pay Item No. — Record Drawings — Lump Sum ACCURACY The CONTRACTOR will be held responsible for the accuracy and completeness of Record Drawings and Electronic As-Builts and shall bear any costs incurred in finding utilities as a result of incorrect data furnished by the CONTRACTOR. COMPLETION OF WORK Upon Substantial Completion of the Work, deliver Record/As-Built Drawings to ENGINEER. Final payment will not be made until satisfactory record documents are received and approved by ENGINEER. + + END OF SECTION + + 01720-4 01720 Record Documents F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BID\StandardCnty Surveyor - Record Documents master 2-2008 REV MOB 3-12-08.doc APPENDIX `D' ROADWAY SOIL SURVEY See Construction Plans ue C By BRIDGE DESIGN ASSOCIATES, INC. Sheet A=7 of A32 for Soil Boring Log F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BIMAPPENDIX D ROADWAY SOIL SURVEY.doc APPENDIX `E' TRAFFIC DETOUR MAP F:\Engineering\Capital Projects\0206 5th ST SW & 43rd AVE Bridge Replacement & Roadway Improvements\CONTRACT BIMAPPENDIX E TRAFFIC DETOUR MAP.doc nuay..i - art uapy pG�- nuaRUZZ 4 3 4 3 6 x 1 I - t+ k 1 non �i 43tlU8AVV qlf;17, nGOt�-q;5v.. ! J. - I. �.d k t I w. E -ti Y t 1 _ g S 5 k ., S t I w. E -ti Y t 1 _ g S ., S