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HomeMy WebLinkAbout2002 - Alleyway ImprovementsDEPARTMENT OF THE ARMY NO ^PERI",!? REQUIRED VERIFICATION Date AUG 0 9 2002 Dear Applicant: Your application for a Department of the Army (Dpermit has been assigned umber ill' j o5a.77. The proposed work is identified in our database; k_0_ -Ah 3 ✓N , LIAaIA v� — ik.,d �rt.n tL R11caw�v ��hProvL,lnl'i,.� pld�y II NOTE: The internet addreds shown is case sensitive and must be entered exactly as shown. A review of the information and drawings provided shows that no DA permit is required (NPR). This NPR decision is valid for 5 years from the date noted above. Additional information regarding this determination is noted at http://www.saj.usace.army.mil/permit/permifting/npr.htm. If you r@ unable to access the internet site provided, you must notify the assigned project manager; ta' C f h,,, A a h9� , by telephone at 1 - AACA — X135 i to obtain a copy of any conditions, limitations, or expiation date information for the authorization provided by this correspondence. A separate DA permit is not required providing the work is done in accordance with the d,Cawings and information as provided in your request, received by the U.S. Army Corps of Engineers on A,vac 5 , D.o } and the terms and conditions listed at the website address identified above. If you do not comoete construction of your project within the appropriate time limit, a separate application or reveriflcation will be required Sincerely, John R. Hall hief, Regulatory Division DATE August 20, 2002 APPLICANT City of Sebastian Name 1225 Main St, Sebastian, FL 32958 Address CONTRACTOR INk Address INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT R.O.W. PERMIT NO. 561/589-5490 Phone No. Phone No. LOCATION OF WORK Alleyway through Sebastian Highlands from Laconia St. to South Wimbrow Dr. Street Address Sebastian Highlands -Units 6, 8, & 12 Lot/Block/Subdivision/Unit DESCRIPTION OF WORK 1.) Reconstruction of Alleyway connection to SR 512 just east of Strait Ave. 2.) Reconstruction of Alleyway connection to SR 512 just east of Collier Creek. NOTE: TYPE PERMIT Driveway" Cable TV Street Parking Electricity Sidewalks/Curbs Telephone Storm Drainage X Right -of -Way Water Systems Clearing Sanitary Sewer ------------------------------------------------------------------ Other TYPE UTILITY CONSTRUCTION Underground Overhead 1. Detailed drawing shall be submitted with each application. 2. This permit is issued subject to all conditions on reverse side of this application. 3. A signature by the contractor shall be construed as making the contractor personally liable for all permit conditions unless contractor attaches written proof of authorization to act on behalf of the applicant. 4. All work is subject to final inspection by the Engineering Division., Call 567-8000, ext. 283 to schedule inspections. PERMIT IS TO BE DISPLAYED ON JOB SITE FDOT TRAFFIC CONTROL is required Complies with Thoroughfare Plan - Yes No DRAINAGE Approved Not Approved Revised 11/86 Applic UContractor --------------------------------------------------------- OFFICE USE ONLY Remarks Issuing Officer SPECIAL TERMS AND CONDITIONS Maintenance of Traffic: Non -Compliance: Should the Owner or Engineer determine that traffic within the project limits is not being maintained in accordance with the approved traffic control plan or presents a public safety concern, the contractor shall act immediately to address the maintenance of traffic deficiencies. Should the contractor fail to make such modifications by the end of the day in which notification is given the Owner shall have the option to fine the contractor $300 per day until remedied. Prevention Control & Abatement of Erosion & Water Pollution: Non -Compliance: Should the Owner or Engineer determine that erosion control within the project limits is not being maintained in accordance with the FDOT indexes and specifications, the contractor shall have until the end of the working day in which notification is given to take corrective action. Should the contractor fail to make such modifications by the end of the day in which notification is given the Owner shall have the option to fine the contractor $300 per day until remedied. Material Testing: Material testing will be at the expense of the City, except for failing test, which will be charged to the contractor and deducted from any moneys due him. An independent Testing laboratory shall be selected by the Owner to provide testing services as directed by the Engineer. The testing laboratory shall mail a copy of all test reports directly to the Engineer. The Contractor shall notify the City 24 hours in advance when he has portions of the work ready for testing. City ofSebastion Sebastian Highlands Engineering Department Alleyway Improvement Plans BID PROPOSAL PRICE FORM ITEM NO. DESCRIPTION 100-1 Construct. Surveying & Record MEASURE PRICE Drawings 101-1 Mobilization/Demobilization 102-1 Maintenance of Traffic 104-2 Prevention, Control & Abatement of 1 Erosion & Water Pollution 110-1-1 Clearing & Grubbing 110-7-1 Mailbox (Relocation) 120-6A Embankment 285-701 Optional Base (Base Group 1) 285-706 Optional Base (Base Group 6) 331-72-14 Type S Asphaltic Concrete (I '/z'1 425-1-521 Type'C' Ditch Bottom Inlet (<10') 430-84-023 Corrugated Aluminum Pipe Culvert 12,180 (15") 430-96-513 4" PVC (SCH 80) 430-96-518 8" PVC (SCH 80) 519-78 Bollards 522-1 Concrete Sidewalk (4" Thick) 522-2 Concrete Sidewalk (6" Thick) 530-34A Riprap Rubble (Ditch Lining) 575-1-1 Sodding (Bahia) 700-40-1 Single Post Signs 7114 Directional Arrow (Thermoplastic) City of Sebastion Engineering Department EST. UNIT UNIT QUAN. MEASURE PRICE AMOUNT 1 LS $ $ 1 LS $ $ 1 LS $ $ 1 LS $ $ 4.30 AC $ $ 1 EA $ $ 1 LS $ $ 140 SY $ $ 12,180 SY $ $ 12,320 SY $ $ 2 EA $ $ 36 LF $ $ 9 SY $ $ 20 LF $ $ 10 EA $ $ 29 SY $ $ 116 SY $ $ 20 SY $ $ 10100 SY $ $ 27 EA $ $ 16 EA $ $ GRAND TOTAL $ Based on Bid Unit Prices & Estimated Quantltes Sebastian Highlands Alleyway Improvement Plans Sebastian Highlands Alleyway Improvement Plans- SUPPLEMENTAL SPECIAL PROVISIONS: GOVERNING SPECIFICATIONS: The governing specifications for this project are the State of Florida Department of Transportation Standard Specifications for Road and Bridge Construction Dated 2002 and the FDOT Roadway and Traffic Design Standards Dated January 2002. The following information is in addition to the specifications previously referenced. BID ITEMS: 100-1 Construction Surveying & Record Drawings: The bid price for this item shall include, but not be limited to the requirements of Section 100 of the Standard Specifications, as well as all necessary survey work the CONTRACTOR needs to complete the work and prepare three (3) original Record Drawings of the completed project showing all variations from the bid plans. This document shall be signed and sealed by a professional surveyor registered to practice in the State of Florida and then submitted to the ENGINEER for approval. The basis of payment for Construction Layout & Record Drawings shall be paid as LUMP SUM. 101-1 Mobilization/Demobilization: The bid price for this item shall include, but not be limited to the requirements of Section 101 of the Standard Specifications, as well as all operations and preparations necessary to begin the work on the project. This shall also include those operations necessary for the movement of personnel, equipment, material and incidentals to the site, establishment of safety equipment, first aid supplies, and sanitary facilities, as required by the Contract Documents. The cost of required bonds and any insurance(s) shall be included in this item. The basis of payment for Mobilization/Demobilization shall be paid as LUMP SUM. 102-1 Maintenance of Traffic: The bid price for this item shall include, but not be limited to, the requirements of Section 102 of the Standard Specifications. The maintenance of traffic for this project shall be in accordance with the applicable FDOT index numbers (600 Series) and these documents: The Manual on Uniform Traffic Control Devices for Streets and Highways, U.S. Department of Transportation, and FHWA. These documents City of Sebastion Sebastian Highlands Engineering Department Alleyway Improvement Plans shall be followed in the design, application, installation, maintenance and removal. It shall include all traffic control devices, warning devices, barriers and necessary items to protect the public and workmen from hazards within the project limits. Pedestrian and vehicular traffic shall be maintained and protected at all times. Cost of maintenance of traffic shall include, but not be limited to construction signs, temporary reflective markers, temporary pavement markings, dust control and all items necessary to meet the maintenance of traffic requirements of the Florida Department of Transportation as prescribed in section 600 of the FDOT Standard Indexes and the project plans. The basis of payment for Maintenance of Traffic shall be paid as LUMP SUM. 104-2 Prevention Control & Abatement of Erosion & Water Pollution: The CONTRACTOR is required to implement erosion and soil control devices in accordance with all state, local, and federal standards, section 104 of the Standard Specifications, and applicable FDOT Roadway and Traffic Design Standards by methods including but not limited to the following options: hay bales, sediment basin, silt fence or turbidity barrier. Excavated material shall not be deposited in canals, or in a position close enough to be washed away by high water or runoff. The basis of payment for Prevention, Control, & Abatement of Erosion & Water Pollution shall be paid as LUMP SUM. 110-1-1 Clearing and Grubbing: The bid price for this item shall include, but not be limited to, the requirements of Section 110 of the Standard Specifications. The unit cost shall include the required manpower, equipment, material, and other costs involved in clearing the site for the proposed construction including but not limited to, the areas of connection to the existing canal bottom and slopes. The work shall include the complete removal and legal disposal of all trees, brush, asphaltic pavement, concrete, rubbish and remaining obstructions within the project boundary. The basis of payment for the Clearing and Grubbing shall be paid as PER ACRE. 110-7-1 Mailbox (Relocation): The bid price for this item shall include, but not be limited to, the requirements of Section 110 of the Standard Specifications, as well as all manpower, equipment, materials and incidental items necessary to perform this task. Cost to include all phasing relocations, if mailbox City of Sebastion Sebastian Highlands Engineering Department Alleyway Improvement Plans is damaged or unable to be relocated contractor is to replace in kind. The basis of payment for Mailbox (Relocation) shall be paid as EACH. 120-6A Embankment: The bid price for this item shall include, but not be limited to, the requirements of Sections 120 Excavation and Embankment for Structures of the Standard Specifications and Index 505 of the FDOT Standard Indices. The unit cost shall include, but not be limited to the required manpower, equipment, materials, and any other items necessary to place the embankment fill and balance -out the site, as indicated on the plans. At the completion of the embankment construction, the area shall be graded so that the post - construction drainage meets the design intent. The Contractor shall dispose of excess material at the City yard located on Louisiana Avenue. The basis of payment for Embankment shall be paid as LUMP SUM. 285-701 Optional Base (Base Group 1): The bid price for this item shall include, but not limited to, the requirements of Sections 250 -Shell Base, 300 -Prime Coat of the Standard Specifications, as well as all manpower, equipment, materials and incidental items necessary to perform this task. The basis of payment for Optional Base Group (Base Group 1) shall be paid as SQUARE YARD. 285-706 Optional Base (Base Group 6): The bid price for this item shall include, but not limited to, the requirements of Sections 250 -Shell Base, 300 -Prime Coat of the Standard Specifications, as well as all manpower, equipment, materials and incidental items necessary to perform this task. The basis of payment for Optional Base Group (Base Group 6) shall be paid as SQUARE YARD. 331-72-14 Asphaltic Concrete Type S - (1.511): The bid price for this item shall include, but not limited to, the requirements of Sections 320 -Hot Bituminous Mixtures - Plant, 330 -Hot Bituminous Mixtures - General Construction Requirements and 331 -Type S Asphaltic Concrete, as well as all manpower, equipment, materials, and any other items City of Sebastion Sebastian Highlands Engineering Department Alleyway Improvement Plans necessary to perform this task. The contractor shall saw cut the existing pavement outside the limits of any pavement damage that is a result of this work. If damaged area is outside City Right -of -Way, Contractor shall coordinate with property owner. The entire removed pavement section shall be restored in conformance with the pavement replacement detail as shown on the plans. The contractor shall provide temporary striping, approved by the Engineer, until such time as the permanent striping is placed. The basis of payment for Asphaltic Concrete Type S - (1.51f) shall be paid as SQUARE YARD. 425-1-521 Inlet (DBI Type C) (<10'): The bid price for this item shall include, but not limited to, the requirements of Section 425 -Inlets, Manholes and Junction Boxes of the Standard Specifications. The basis of payment for Inlet (DBI Type C) (<10') shall be paid as EACH. 430-81-123 Corrugated Aluminum Pipe Culvert (15" SS): The bid price for this item shall include all material equipment, labor and incidentals necessary to install the culvert pipe. The material and placement shall meet the criteria of Section 430 -Pipe Culverts and Storm Sewers of the Standard Specifications for Road and Bridge Construction. The unit cost shall include the preparation of the required pipe bedding in accordance with Section 430-4 as well as the cost of the manpower, equipment, material and other cost involved in producing, delivering and bedding the pipe. The basis of payment for Corrugated Aluminum Pipe Culvert (15" SS) shall be paid as LINEAR FOOT. 430-96-513 4" PVC (SCH 80): The bid price for this item shall include all material equipment, labor and incidentals necessary to install the culvert pipe. The material and placement shall meet the criteria of Section 430 -Pipe Culverts and Storm Sewers of the Standard Specifications for Road and Bridge Construction. The unit cost shall include the preparation of the required pipe bedding in accordance with Section 430-4 as well as the cost of the manpower, equipment, material and other cost involved in producing, delivering and bedding the pipe. City of Sebastion Sebastian Highlands Engineering Department Alleyway Improvement Plans The basis of payment 4" PVC (SCH 80) shall be paid as LINEAR FOOT 430-96-518 8" PVC (SCH 80): The bid price for this item shall include all material equipment, labor and incidentals necessary to install the culvert pipe. The material and placement shall meet the criteria of Section 430 -Pipe Culverts and Storm Sewers of the Standard Specifications for Road and Bridge Construction. The unit cost shall include the preparation of the required pipe bedding in accordance with Section 430-4 as well as the cost of the manpower, equipment, material and other cost involved in producing, delivering and bedding the pipe. The basis of payment 8" PVC (SCH 80) shall be paid as LINEAR FOOT 519-78 Bollards: The bid price for this item shall include, but not be limited to, all material, equipment, labor & incidenntal items required for installation as detailed on the plan sheets. The basis of payment for Bollards shall be paid as EACH. 522-1 Concrete Sidewalk (4" Thick): The bid price for this item shall include, but not be limited to, the requirements of Sections 520-2, 520-3, 520-5 and 522 -Concrete Sidewalk of the Standard Specifications and Index 310 of the Roadway and Traffic Design Standards. The basis of payment for Concrete Sidewalk (4" Thick) shall be SQUARE YARD 522-2 Concrete Sidewalk (6" Thick): The bid price for this item shall include, but not be limited to, the requirements of Sections 520-2, 520-3, 520-5 and 522 -Concrete Sidewalk of the Standard Specifications and Index 515 of the Roadway and Traffic Design Standards. The basis of payment for Concrete Sidewalk (6" Thick) shall be SQUARE YARD. City of Sebastion Sebastian Highlands Engineering Department Alleyway Improvement Plans 530-3-4A Riprap Rubble (Ditch Lining): The bid price for this item includes all the labor, equipment, and materials to provide riprap rubble in accordance with the requirements of Sections 530-2 and 530-3 of the Standard Specifications. The basis of payment for Riprap Rubble (Ditch Lining), shall be paid as SQUARE YARD. 575-1-1 Sodding (Bahia): The bid price for this item shall include, but not be limited to sod, water, fertilizer and mowing. It shall meet the requirements of Sections 570 and 575 of the Standard Specifications as well as all manpower, equipment, materials, and any other items necessary to perform the task. All disturbed areas shall be covered with a good stand of Bahia except paved areas, endwalls, pipe ends, and structures. All disturbed areas shall be covered with a good stand of Bahia upon acceptance of the project by the City of Sebastian. The CONTRACTOR will be responsible for repairing all washed-out and eroded areas until such time as the project is accepted by the City of Sebastian. Sod shall be placed adjacent to pavement according to the detail contained in the contract documents. The basis of payment for Sodding (Bahia) shall be paid as SQUARE YARD. 711-4 Directional Arrows, Thermoplastic: The bid price for this item shall conform to the requirements of Section 711 -Thermoplastic Traffic Stripes and Markers of the Standard Specifications as well as the necessary materials and labor required to complete work. The basis of payment for Directional Arrows, Thermoplastic, shall be paid as EACH City of Sebastion Sebastian Highlands Engineering Department Alleyway Improvement Plans BIDDER'S QUALIFICATION QUESTIONNAIRE WD=ls COMPANY NAME) THE UNDERSIGNED GUARANTEES THE TRUTH AND ACCURACY OF ALL STATEMENTS AND ANSWERS HEREIN CONTAINED: 1. How many years has your organization been in business as a general contractor? 2. What is the last project of this nature that you have completed? 3. Have you ever failed to complete work awarded to you? If so, where and why? 4. The following are named as three (3) corporations or individuals for which you have performed work and to which you refer. 5. Have you personally inspected the proposed work and have you a complete plan or schedule for its performance? Provide schedule to describe the amount of work per month that is to be completed. City of Sebastion Sebastian Highlands Engineering Department Alleyway Improvement Plans BIDDER'S QUALIFICATION QUESTIONNAIRE (cont'd) (BIDDER'S COMPANY NAME) 6. Will you sublet part of this work? If so, give details. 7. What equipment do you own that is available for the work? 8 What equipment will you purchase for the proposed work? 9. What equipment will you rent for the proposed work? City of Sebastian Sebastian Highlands Engineering Department Alleyway Improvement Plans BIDDER'S QUALIFICATION QUESTIONNAIRE (cont'd) (BIDDER'S CO MY NAME) 10. State the true, exact, correct and complete name of the partnership, corporation or trade name under which you do business. (If corporation, state the name of the president and secretary. If a partnership, state the name of all partners. if a trade name, state the name of the individuals who do business under the trade name.) (Carred name of Ladder) (a.) The business is a (b.) The address of the principal place of business is: (c.) The names of the corporate individuals doing business follows: officers, or partners, or under a trade name are as (Bidder'. Si pna raze) City ofSebastion Sebastian Highlands Engineering Department Alleyway Improvement Plans St. Johns River'`` Water Management District AUG 15 IL 02 Kirby B. Green III, Executive Director • John R. Wehle, Assistant Executive Director llj_=rr�n U-�1J Post Office Box 1429 - Palatka, FL 32178-1429 - (386) 329-4500 ---- ----------------------_ REGULATION OF STORMWATER MANAGEMENT SYSTEMS CHAPTER 40C-42, F.A.C. PERMIT NO. 42-061-84675-1 DATE ISSUED:Auoust 14, 2002 A PERMIT AUTHORIZING: A new stormwater system with stormwater treatment by swales and best management practices to serve Sebastian Highlands Alleyway Improvement Plans, a 4.48 acre project to be constructed as per plans received by the District on July 22, 2002. LOCATION: Section(s): 12,13 7 Indian River County City of Sebastian 1225 Main St Sebastian, FL 32958 Township(s): 31 S Range(s): 38E 31S 39E This document shall serve as the formal permit for construction and operation of stormwater management system in accordance with Chapter 40C-42, F.A.C., issued by the staff of the St. Johns River Water Management District on August 14, 2002. This permit is subject to the standard limiting conditions and other special conditions approved by the staff. These conditions are enclosed. This permit is a legal document and should be kept with your other important records. The permit requires the submittal of an As -built certification and may require submittal of other documents. All information provided in compliance with permit conditions should be submitted to the District office from which the permit was issued. An As -built certification form is attached. Complete this form within 30 days of completion of construction of the permitted system, including all site work. Upon receipt of the As -built certification, staff will inspect the project site. Once the project is found to be in compliance with all permit requirements, the permit may be converted to its operation phase and responsibility transferred to the operation and maintenance entity in accordance with Chapter 40C-42.028, F.A.C. OO VERNINO BOARD Duane OffNN enstmer. CRM0.N Olnehies D. Long, VICE CNAIRWN R. Clay Albright, siics A v Da+id G. Graham, TREMUREri J0.GMWILLE AnPIU EAsr IAKEWEIR JACN WUE W. Michael Branch Jeff K. Jennings William Kerr Ann L Moore Catherine A. Welker FFRNNi01NA BEACN MNMNO MEMURNESEACH su"Eu .LLTAMUYfEaPRINGa Permit issuance does not relieve you from the responsibility for obtaining permits from any federal, state, and/or local agencies asserting concurrent jurisdication over this work. Please note that if dewatering is to occur during any phase of construction or thereafter and the surface water pump(s), wells, or facilities are capable of withdrawing one million gallons of water per day or more, or an average of 100,000 gallons per day or more over a year, and any discharge is to be off-site, you must apply for and obtain a Consumptive Use Permit (40C-2) from the District prior to starting the dewatering. Please contact the District if you need additional information or application materials. 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 thereof. This permit does not convey to Permittee any property rights nor any rights or 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. 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. Please assist us in this matter so as to maintain a valid permit for the new property owner. Thank you for your cooperation, and if this office can be of any further assistance to you, please do not hesitate to contact us. Forz Zanga upenri ' f Engineer - Palm Bay Department of Water Resources Enclosures: As -built Certification Form Exhibit A cc: District Permit File Agent: City of Sebastian 1225 Main St Sebastian, FL 32958 "EXHIBIT A" CONDITIONS FOR ISSUANCE OF PERMIT NUMBER 42-061-84675-1 CITY OF SEBASTIAN DATED AUGUST 14, 2002 This permit for construction will expire five years from the date of issuance unless otherwise specified by a special condition of the permit. 2. Permittee must obtain a permit from the District prior to beginning construction of subsequent phases or any other work associated with this project not specifically authorized by this permit. 3. Before any offsite discharge from the stormwater management system occurs, the retention and detention storage must be excavated to rough grade prior to building construction or placement of impervious surface within the area served by those systems. Adequate measures must be taken to prevent siltation of these treatment systems and control structures during construction or siltation must be removed prior to final grading and stabilization. 4. The permittee must maintain a copy of this permit complete with all conditions, attachments, exhibits, and permit modification in good condition at the construction site. The complete permit must be available for review upon request by District representatives. The permittee shall require the contractor to review the complete permit prior to commencement of the activity authorized by this permit. 5. 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 be considered a violation of this permit. 6. District authorized staff, upon proper identification, must be granted permission to enter, inspect and observe the system to insure conformity with the plans and specifications approved by the permit. 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 hereby 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 specification 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. 8. If the permitted system was designed by a registered professional, within 30 days after completion of the stormwater system, the permittee must submit to the District the following: District Form No. 40C-1.181(13) (As built Certification By a Registered Professional), signed and sealed by an appropriated professional registered in the State of Florida, and two (2) sets of "As Built' drawings when a) required by a special condition of this permit, b) the professional uses "As Built' drawings to support the As Built Certification, or c) when the completed system substantially differs from permitted plans. This submittal will serve to notify the District staff that the system is ready for inspection and approval. 9. If the permitted system was not designed by a registered professional, within 30 days after completion of the stormwater system, the permittee must submit to the District the following: District Form No. 40C-1.181(14) (As built Certification), signed by the permittee and two (2) sets of "As Built' drawings when required by a special condition of this permit, or when the completed system substantially differs from permitted plans. This submittal will serve to notify the District staff that the system is ready for inspection and approval. 10. 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 seven (7) days before the construction activity in that portion of the site has temporarily or permanently ceased. 11. Should any other regulatory agency require changes to the permitted system, the permittee shall provide written notification to the District of the Changes prior to implementation so that a determination can be made whether a permit modification is required. 12. Within thirty (30) days after sale or conveyance of the permitted stormwater management system or the real property on which the system is located, the owner in whose name the permit was granted shall notify the District of such change of ownership. Transfer of the permit shall be in accordance with the provisions of section 40C-612, F.A.C. All terms and conditions of this permit shall be binding upon the transferee. 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. 13. The stormwater management system must be completed in accordance with the permitted and permit conditions prior to the initiation of the permitted use of site infrastructure. The system must be completed in accordance with the permitted plans and permit conditions prior to transfer of responsibility for operation and maintenance of the stormwater management system to a local government or other responsible entity. 14. The operation phase of the permit shall not become effective until the requirements of Condition No. 8 or 9 have been met, the district determines that the system complies with the permitted plans, and the entity approved by the District in accordance with section 40C-42.027, F.A.C., accepts responsibility for operation and maintenance of the system. The permit cannot be transferred to such an approved, responsible operation and maintenance entity until the requirements of section 40C-42.028, F.A.C., are met, and the operation phase of the permit becomes effective. Following inspection and approval of the permitted system by the District in accordance with section 40C-42.028, F.A.C., 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 subsection 40C-42.028 (4) F.A.C., the permittee shall be liable for compliance with the terms of the permit. 15. Prior to lot or unit sales, or upon completion of construction of the system, whichever occurs first, the District must receive the final operation and maintenance document(s) approved by the District and recorded, if the latter is appropriate. 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 government entity, Failure to submit the appropriate final document will result in the permittee remaining personally liable for carrying out maintenance and operation of the permitted system. 16. 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 40C-42.028, F.A.C. 17. 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. 18. The permittee shall immediately notify the District in writing of any previously submitted information that is later discovered to be inaccurate. 19. Activities approved by this permit shall be conducted in a manner which do not cause violations of state water quality standards. 20. 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. 21. 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. Notice Of Rights 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 reqarding an issue of material fact. A petition for formal hearing 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 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 desision 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 (1 0)(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: City of Sebastian 1225 Main St Sebastian, FL 32958 at 4:00 p.m. this 14th day of August, 2002. Division of Permit Data Services Gloria Lewis, Director St. Johns River Water Management District Post Office Box 1429 Palatka, FL 32178-1429 (386)329-4152 Permit Number: 42-061-84675-1 St. Johns River Water Management District Kirby B. Green III, Executive Director • John R. Wehle, Assistant Executive Director • Mike Slayton, Deputy Executive Director John Juillanna, Palm Bay Service Center Director, Regulatory 525 Community College Parkway S.E. • Palm Bay, FL 32909 • (321) 984-4940 Dear Permittee: The District recently issued the enclosed permit. We would like to offer our assistance to insure that your project is constructed in accordance with the District permit. We will be glad to arrange for a representative from this office to attend any preconstruction meeting that you may schedule for this project. For planning purposes, we ask that you give us at least 10 days notice prior to the scheduled meeting. This will enable us to gather all necessary information regarding your permit. If no other preconstruction meeting is scheduled, you may arrange a separate meeting with only District staff. On permits where mitigation is proposed, the permittee is required by condition to schedule a meeting with District staff. Therefore, please check your permit conditions to determine whether or not a preconstruction meeting is required. Please feel free to call Karen Boles at (321) 676-6616 to notify us of your preconstruction meetings, or to arrange a meeting with District staff. cc: file copy Consultant PDS -CI ZOVERNING 80ARr'- Duane Otienstmer, CHAIRMAN Omelrias D. Long, VICE CHAIRMAN R. Clay Albright, SECRETARY David G. Graham, TREASURER JACKSONVILLE APOPKA EAST LAKE WEIR JACKSONVILLE W. Michael Branch Jeff K. Jennings William Kerr Ann T. Moore Catherine A. Walker FERNANDINABEACH MAITLAND MELBOURNE BEACH BUNNELL ALTAMONTE SPRINGS Page 3 Special Conditions For Right -of -Way Permit Construction At or Near Signalized Intersections: The contractor shall have full responsibility for any work performed at or near any traffic signals in Indian River County. The contractor shall request that the County locate buried interconnect conduit and cable, loop sensors, and pull boxes prior to commencing construction. Any damages to interconnect conduit, loop sensors, pull boxes or any other traffic signal equipment shall be repaired at the contractor's expense. It shall be the responsibility of the contractor to. notify Traffic Engineering Division 72 hours prior to any work being performed near a signalized intersection or flashing warning beacon. Once the proper notification and locate procedures are satisfied, the contractor working in or near signalized intersections or around traffic signal poles, signal cabinets, or flashing beacons shall be advised of the following regulations: No excavation shall be performed within a 15 foot radius of any traffic signal pole. If excavation is necessary within a 15 foot radius, it will be the contractors responsibility to provide the following: a. In a manner approved by the County Traffic Engineer or his designee, the contractor shall provide constant support of the traffic signal pole to prevent movement during excavation and baokfill operation. b. Compaction around the excavation site. to a 98% density, bringing the backfill up in 1 foot lifts. Density reports from a licensed testing company provided to the County Traffic Engineer. d. Restore the traffic signal and all support equipment to original condition or better. 2. There shall be no pavement cuts made within 500 feet of a traffic signal or flashing beacon without contacting Indian River County Traffic Engineering Division at 567- 8000, extension 547, 72 hours prior to construction. 3. Any traffic signal, loop sensors, conduit, interconnect cable, or any support equipment damaged by a contractor shall be repaired at the contractors expense. 4. Any contractor that works at or in the vicinity of a signalized intersection shall have full responsibility for any liability incurred by causing damage to signal equipment that results in the failure of the traffic signal functions. If such a failure occurs, the contractor shall notify the police and the Traffic Engineering Division immediately at 567-8000, extension 547. C'RP60W07W&WM0T.c0N 3 July 19, 2000 smnn St. Johns River Water Management District Henry Dean, Executive Director • John R. Wehle, Assistant Executive Director Post Office Box 1429 • Palatka, FL 32178-1429 • (386) 329-4500 f"r- 1 pt I It AUG 15 2002 Holders of General Permits L-,:3 kz2fnu U L Dear Permittee: ------------------------ 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 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 parts 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 within the affected area. A copy of the form of the notice and a list of newspapers of general circulation, usually used by the District, Is attached for your use, however, you do not have to use only those newspapers listed. This publication need only occur once. Once.the notice is published, the newspaper will return to you an affidavit as proof of publication. To complete your file with the District, submit this original affidavit of publication to: Gloria Lewis, Director Division of Permit Data Services P. O. Box 1429 Palatka, FL 32178-1429 Enclosed is a sample package used for newspaper noticing by the District. The package includes: 'Page 2 - A copy of an example notice that District staff uses is included to provide guidance on the language to be used in the notice. This language satisfies the legal requirements for noticing. `Page 3 - A copy of a sample notice to be published is also included. Complete this form with your permit information and submit to a newspaper of general circulation. "Page 4 - The name, address, telephone number and facsimile for newspapers of general circulation are provided. This is the newspaper typically used by the District to advertise permits that are issued by the Governing Board. If I can be of further assistance, please contact me at (904) 329-4235 or Mary McKinney at (904) 329- 4400. Since el C Gloria Lewis, Directo� Division of Permit Data Services —GOVERNING HOARD Revised sept HlA IR'i$emirs ORIBraS D. Long, VIDE CHAIRMAN Jed K. Jenninos, SECRETARY Duane Oaenatreer.7REASUREPpdsldata/ iega APOPKA MAITANO JACKSONVILLE Ann T. Moore Michael Branch Catherine A. Walker Clay Albright David G. Graham SUNNELL -ERNANOINAEEACH ALTAMONTE SPRINGS EAST LAKE WEIR :ACKSOrNILIE - EXAMPLE FORM - NOTICE OF AGENCY ACTION TAKEN BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Notice is given that the following permit was issued on 11/27/95: ACME HOMES CO., INC., 1201 W. 15th Street, Palatka, FL 32177, permit # 42-107- 0001. The project is located in Putnam County Section 23, Township 07 South, Range 34 East. The permit authorizes A SURFACE MANAGEMENT SYSTEM ON 20 ACRES TO SERVE A SINGLE-FAMILY RESIDENTIAL SUBDIVISION known as Blue Meadows. The receiving waterbody is ST. JOHNS RIVER. The file(s) containing the application for the above listed permit is available for inspection Monday through Friday except for legal holidays, 8:00 a.m. to 5:00 p.m. at the St. Johns River Water Management District (District) Headquarters, 4049 Reid Street, Palatka, FL 32178-1429. A person whose substantial interests are affected by the District permitting decision may petition for an administrative hearing in accordance with sections 120.569 and 120.57, Florida Statutes, or may choose to pursue mediation as an alternative remedy under section 120.573, Florida Statutes, before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth in section 120.573, Florida Statutes, and rules 28- 106.111 and 28-106.401-.404 Florida Administrative Code. Petitions must comply with the requirements of Florida Administrative Code Chapter 28-106 and be filed with (received by) the District Clerk located at District Headquarters, Highway 100 West, Palatka, FL 32177. Petitions for administrative hearing on the above application(s) must be filed within twenty-one (21) days of publication of this notice or within twenty- six (26) days of the District depositing notice of this intent in the mail for those persons to whom the District mails actual notice. Failure to file a petition within this time period shall constitute a waiver of any right(s) such person(s) may have to request an administrative determination (hearing) under sections 120.569 and 120.57, F.S., concerning the subject permit. Petitions that are not filed in accordance with the above provisions are subject to dismissal. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means that the District's final action may be different from the position taken by it in this notice of intent. Persons whose substantial interests will be affected by any such final decision of the District on the applicant have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above. Revised September 8. 2000 H:/pds/data/Holders of General Permitt NOTICE OF AGENCY ACTION TAKEN BY THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT Notice is given that the following permit was issued on (Name and address of applicant) permit # . The project is located in County, Section , Township South, Range East. The permit authorizes A SURFACE WATER MANAGEMENT SYSTEM ON ACRES TO SERVE known as The receiving water body is The file(s) containing the application for the above listed permit is available for inspection Monday through Friday except for legal holidays, 8:00 a.m. to 5:00 p.m. at the St. Johns River Water Management District (District) Headquarters, 4049 Reid Street, Palatka, FL 32178-1429. A person whose substantial interests are affected by the District permitting decision may petition for an administrative hearing in accordance with sections 120.569 and 120.57, Florida Statutes, or may choose to pursue mediation as an alternative remedy under section 120.573, Florida Statutes, before the deadline for filing a petition. Choosing mediation will not adversely affect the right to a hearing if mediation does not result in a settlement. The procedures for pursuing mediation are set forth in section 120.573, Florida Statutes, and rules 28- 106.111 and 28-106.401-.404 Florida Administrative Code. Petitions must comply with the requirements of Florida Administrative Code Chapter 28-106 and be filed with (received by) the District Clerk located at District Headquarters, Highway 100 West, Palatka, FL 32177. Petitions for administrative hearing on the above application(s) must be filed within twenty-one (21) days of publication of this notice or within twenty- six (26) days of the District depositing notice of this intent in the mail for those persons to whom the- District mails actual notice. Failure to file a petition within this time period shall constitute a waiver of any right(s) such person(s) may have to request an administrative determination (hearing) under sections 120.569 and 120.57, F.S., concerning the subject permit. Petitions that are not filed in accordance with the above provisions are subject to dismissal. Because the administrative hearing process is designed to formulate final agency action, the filing of a petition means that the District's final action may be different from the position taken by it in this notice of intent. Persons whose substantial interests will be affected by any such final decision of the District on the applicant have the right to petition to become a party to the proceeding, in accordance with the requirements set forth above. Revised September 8. 2000 HlpdstdatmHolders of General Permits NEWSPAPER ADVERTISING ALACHUA The Alachua County Record Legal Advertising P. 0. Box 806 Gainesville, FL 32603 352-377-2444/fax 352-338-1986 BAKER Baker County Press Legal Advertising P. O. Box 598 Maclenny, FL 32063 904-259-2499/fax 904-259-6502 BRADFORD Bradford County Telegraph Legal Advertising P. O. Drawer A Starke, FL 32901 904964.6305/fax 904.9648628 BREVARD Florida Today, Legal Advertising P. O. Box 363000 Melbourne, FL 32936 407-242.3500/fax 407-242-6618 CLAY Clay Today, Legal Advertising P. O. Box 1209 Orange Park, FL 32073 904-269.6033/fax 904242-6618 DUVAL Florida Times Union Legal Advertising P. O. Box 1494-4 Jacksonville, FL 32231 904359.4321 /fax 904359.4180 FLAGLER Flagler Tribune, c/o News Journal Revised September S. 2000 H:/pds/dam/Holden of General Permits P. O. Box 2831 Daytona Beach, FL 32115 904.252-1511/fax 904-252-6735 INDIAN RIVER Vero Beach Press Journal Legal Advertising P. O. Box 1268 Vero Beach, FL 32960 561.562-2611/fax 561-978-2366 LAKE Daily Commercial Legal Advertising P.O. Drawer Leesburg, FL 34748 352-787-0902/fax 352-365-1951 MARION Ocala Star Banner, Legal Advertising P. O. Box 490 Ocala, FL 32670 352-867-4010/tax 352-867-4126 NASSAU News -Leader, Legal Advertising 511 Ash Street Fernandina Beach, FL 32034 904261-3696/fax 904261.3698 OKEECHOBEE Okeechobee News Legal Advertising P. 0. Box 638 Okeechobee,FL 33472 ORANGE Sentinel Communications Legal Advertising P. O. Box 2833 Odando, FL 32802 407.420-5160/fax 407-420-5011 4 OSCEOLA Little Sentinel Legal Advertising P. O. Box 2833 Orlando, FL 32802 407-420-5160/fax 407-420-5011 POLK - - Lakeland Ledger Publishing Co. Legal Advertising P. O. BOX 408 Lakeland, FL 33802 PUTNAM Palatka Daily News Legal Advertising P. O. Box 777 Palatka, FL 32178 904312-5200/fax 904-312-6664 ST. JOHNS St. Augustine Record Legal Advertising P. O. Box 1603 St Augustine, FL 32084 904829.6566/fax 904829-6664 SEMINOLE Sanford Herald Legal Advertising 300 North French Avenue Sanford, FL 32711 407-322.2611 /fax 407-323-9408 VOLUS/A _ News Journal Corporation Legal Advertising P. O. Box 2831 Daytona Beach, FL 32120 904-252-1511 /fax 504-255-6735 an of SEBASTWJ HOME Or PELICAN ISLAND City of Sebastian, Florida Subject: Bid award Dickerson Florida —CR 512 Alleyway Improvements Approved for Submittal by: Terrence Moore, City Manager Exhibits: Bid Tabulation Agenda No. Department Origin: Engineering Dept. Heade Finance: General Services: Date Submitted: 10/16/02 For Agenda of: 10/23/02 EXPENDITURE AMOUNT BUDGETED: REQUIRED: 5282,018.77 $ 117,544. SUMMARY APPROPRIATION REQUIRED: $ 207,680 Sealed bids were solicited and received for the CR -512 Alleyway improvements. One bid was received from Dickerson Florida Inc. in the amount of $282,019 which is close to and consistent with the engineers' estimate done prior to the bid. We have reviewed the bid, find Dickerson to be a responsible bidder, and recommend award to Dickerson at this time. The additional funds will be taken from the Capital Improvement Projects unappropriated contingency funds. RECOMMENDATION Move to authorize staff to appropriate funds and award the contract for the 512 Alleyway improvements to Dickerson Florida Inc in the amount of $282,018.77. BID TABULATION FORM SEBASTIAN HIGHLANDS ALEEYWAY IMPROVEMENTS BID OPENING: 10/15/02 PROJECT DESCRIPTION DICKERSON FLORIDA INC. STUART FL Reconstruction of Alleyway and $282,018.77 drainage improvements The Engineer's estimate prepared by KIMLEY-HORN and Associates is $ 275,784 Purchasing Linda Kinchen From: Sent: TO: Cc: Jesus M. esda Weiro il7dact0b Dick ^�/n§ bid forth �d Shy eta Mas 8.2pp2 11.13 qM !%a Z ears estimate ptepaaed by Kmments is $ on. Paul Wagner ol SuYer ,, Y Norn is $ 2 , 8.77 pp City of 5 78q.o Phone ebastia 772_S89 p7g3 FaX 772.S89_6880 8g'888p I David Fisher From: Mark Mason Sent: Wednesday, October 16, 2002 10:44 AM To: David Fisher Subject: RE: 512 Alleyway Dave, OKI That will change the amount to appropriate to $207,680. This includes $15,000 for inspection and "project management". Mark —Original Message— From: David Fisher Sent: Wednesday, October 16, 200210:30 AM To: Mark Mason Subject: RE: 512 Alleyway Mark -- Yes, we should add some more for inspection and "project management". Request you add an additional 5% or approximately $15,000 allowance for inspection and project management if you can. Leave the other 10% contingency for possible contractor add-ons required during construction. Thanks. — Dave ----Original Message— From: Mark Mason Sent: Wednesday, October 16, 200210:21 AM To: David Fisher Subject 512 Alleyway Dave, The balance in the 512 Alleyway Project is $117,544. The bid came in at $282,019. 1 have added $28,205 contingency. Question - Are you contracting with Kimley-Horn to do the inspections and project management? If so, we can use the contingency established above or add more to the capital project. Your choice, however, do let me know if you are and what the amount should be. If we are doing it in house with you and our inspectors, we will still need to determine what that cost will be. Total project cost including 10% contingency is $310,224. Total amount to appropriate is $192,680. The funds will come from unappropriated contingency funds In Fund 320, Capital Improvement Projects which I have held back for this purpose. If you need anything else, please let me know. Mark C. Mason, CPA Director of Finance City of Sebastian P.S. After appropriating these funds of $192,680, 1 will have approximately $129,000 for the Blossom Drainage Ditch available. David Fisher From: Jesus M. Vieiro Sent: Wednesday, October 16, 2002 11:13 AM To: Linda Kinchen Cc: David Fisher; Mark Mason; Paul Wagner Dickerson's bid for the Alleyway Improvements is $ 282,018.77 The Engineers estimate prepared by Kimly-Horn is $ 275,784.00 A&M X Ilww Buyer City of Sebastian Phone 772-589-0743, Fax 772-589-6880 David Fisher From: David Fisher Sent: Wednesday, October 16, 2002 10:30 AM To: Mark Mason Subject: RE: 512 Alleyway Mark — Yes, we should add some more for inspection and "project management'. Request you add an additional 5% or approximately $15,000 allowance for inspection and project management if you can. Leave the other 10% contingency for possible contractor add-ons required during construction. Thanks. — Dave --original Message— From: Mark Mason Sent: Wednesday, October 16, 2002 10:21 AM To: David Fisher Subject: 512 Alleyway Dave, The balance in the 512 Alleyway Project is $117,544. The bid came in at $282,019. 1 have added $28,205 contingency. Question - Are you contracting with Kimley-Hom to do the inspections and project management? If so, we can use the contingency established above or add more to the capital project. Your choice, however, do let me know if you are and what the amount should be. If we are doing it in house with you and our inspectors, we will still need to determine what that cost will be. Total project cost including 10% contingency is $310,224. Total amount to appropriate is $192,680. The funds will come from unappropriated contingency funds in Fund 320, Capital Improvement Projects which I have held back for this purpose. If you need anything else, please let me know. Mark C. Mason, CPA Director of Finance City of Sebastian P.S. After appropriating these funds of $192,680, 1 will have approximately $129,000 for the Blossom Drainage Ditch available. ®—� Kimley-Horn and Associates, Inc. November 7, 2002 David Fisher, P.E. City Engineer City of Sebastian 1225 Main Street Sebastian, FL 32958 RE: Sebastian Highlands Alleyway Construction phase Services Dear Mr. Fisher: Kirnley-Horn and Associates, Inc, is pleased to submit this scope and fee proposal for general engineering services related to the bidding and construction of the Sebastian Highlands Alleyway. The scope of services, fee and schedule for this work order are provided in the attached Exhibit "A" through Exhibit "C". Any additional services beyond those described in Exhibit A that we may be able to assist you with can be handled in an additional work order. We appreciate this opportunity to work with the City of Sebastian. Should you have any questions or wish to discuss please contact me at 772/794- 4058. Sincerely, KIMLEY-HORN AND ASSOCIATES, INC. f"vR ' BVF 14tttuP Jeff ,Mullis, P.E. Vice-president CC: JefPahnquist, ETT. \{[10G8ER71VOLLLL+AO]F.CLV.fiSCVAAATNG15cbssa`ihv].!� TEL 561 502 7A61 FAX 561 582 M SUIIB 400 601215! Svml Veto Beach, Forda amo KimleyWom and Associates, Inc. Mr. David Fisher, Hovuahar 7, 2002, Pg, 2 EXHIBIT "A" SCOPE OF SERVICES Task I —.Bidding and Construction Phase Services We will attend the Pre -Bid meeting along with the City. This will include preparation and attendance of the meeting with prospective bidders. We will answer any questions that the bidders may have in regard to the technical aspects of the plans. We will participate in the Pre Construction Mewing upon selection of a contractor. For -that meeting we will be prepared to discuss the project, permits, specific areas of interest, schedule and answer questions from the contractor. Upon commencement of con.Mruction we will provide construction phase assistance to the City. It is understood that the City will provide the day to day observation of the project and that we will provide assistance as requested by the City. This is expected to include; addressing issues as they arise, review of shop drawing and certification submittals, respond to RrTs, periodic field reviews and clarification of design where and if required. For estimation purposes, this level of assistance is estimated at 10 hours per week on average. When construction has been completed we will participate in a final walk through with the City to identify punch list item and note deviations or variance from the intent of the design and plans. We will also review the construction As-Builts as provided by the Contractor and final project close out. ®® Kimley-Hom ®® and Associates, Inc. E'MUBIT "B" Fee 16 004 Mr. David FkbGr, Nwamba 7, 2002, Pr. 3 KHA will provide the services described in Task l as indicated below, inclusive of expenses. The fees will be on an hourly basis with a not to exceed amount as indicated below; Task Labor Budget Task 1 —Bidding and Consuvction Phase services $1.5,000 Total Pee 515,000 Z005 ® KlmleyHorn and Associates, Inc. EXMBIT "C" SCHEDULE Mr. David FiSlwy Nuvemba 7, 2001, Pg, A The schedule for the work as described in Tasks 1 is based on a contractor's construction schedule of 90 days and an additional 30 days for project closeout ndAy-Horn a � and Associates, Inc. November 7, 2002 RE: SebastianIftblandsAll"Y Construction Phase Services Dew Mr. Fisher: Kimley-Hom and Associates, Inc. is pleased to submit this scope and fee pmposaJ for general engmeering services related to the bidding and construction of the Sebastian Higblands Alleyway. The scope of services, fee and schedule for this work order aro provided in the attached Exhibit "A" through Exhibit "C". Any additional services beyond those described in Exhibit A that we may be able to assist you with can be handled in an additional work order. We appreciate this opportunity to work with the City of Sebastian. Should you have any questions or wish to discuss please contact me at 772/794- 4058. Sincerely, ICM" -HORN AND ASSOCIATES, INC. FvR �BP'F JttycuP Jeff 8, Mullis, P.E. Vic45-President cc: 7effPalmquist, BIT. UDOGeEA'!\VOLLNAOlFL7VA15L1MR}:7NGlSebaati�V4:hv].dac a TEL 581 682 7681 FAX 881 562 09 r David Fisher, P.E. Eli]* 400 Ctty Eagineer 60121s1Smm Vero BeLt Fwwl City of Sebastian =0 1225 Main Street Sebastian, FL 32958 RE: SebastianIftblandsAll"Y Construction Phase Services Dew Mr. Fisher: Kimley-Hom and Associates, Inc. is pleased to submit this scope and fee pmposaJ for general engmeering services related to the bidding and construction of the Sebastian Higblands Alleyway. The scope of services, fee and schedule for this work order aro provided in the attached Exhibit "A" through Exhibit "C". Any additional services beyond those described in Exhibit A that we may be able to assist you with can be handled in an additional work order. We appreciate this opportunity to work with the City of Sebastian. Should you have any questions or wish to discuss please contact me at 772/794- 4058. Sincerely, ICM" -HORN AND ASSOCIATES, INC. FvR �BP'F JttycuP Jeff 8, Mullis, P.E. Vic45-President cc: 7effPalmquist, BIT. UDOGeEA'!\VOLLNAOlFL7VA15L1MR}:7NGlSebaati�V4:hv].dac a TEL 581 682 7681 FAX 881 562 09 Kimley-Wom ® and Associates, Inc, M.:. David Fisher; Nov,mber 7,:002, PF, 2 EXHIBIT "A" SCOPE OF SERVICES Task 1— Bidding and Construction Phase Services We will attend the Pre -Bid meeting along with the City. This will include preparation and attendance of the meeting with prospective bidders. We will answer any questions that the bidders may have in regard to the technical aspects of the plans. We will participate in the Pre Construction Meeting upon selection of a contractor. For that meeting we will be prepared to discuss the project, permits, specific areas of interest, schedule and answer questions from the contractor. Upon commencement of construction we will provide construction phase assistance to the City. It is understood that the City will provide the day to day observation of the project and that we will provide assistance as requested by the City. This is expected to include; addressing issues as they arise, review of shop drawing and certification submittals, respond to RFPs, periodic field reviews and clarification of design where and if required. For estimation purposes, this level of assistance is estimated at 10 hours per week on average. When construction has been completed we will participate in a final walk through with the City to identify punch list item and note deviations or variance from the intent of the design and plans. We will also review the construction As-Builts as provided by the Contractor and final project close out. a® KimleyHorn te® and Associates, Inc. 3 NTMIT "B" Fee Mr. onwld Fishes, No be 7, 200'_, PE. 3 Kl1A will provide the services described in Task 1 as indicated below, inclusive of expenses. The fees will be on an hourly basis with a not to exceed amount as indicated below: Task Labor Budget Task 1—Bidding and Coametion Phz_se Services $15,000 Total Fee 515,000 Own ®® KlmleyHorn LJ =n and Associates, Inc, ERHIEIT "C" SC FEDULE Ms. Dnvid FW=, Nwembcr 7,2001— PH. 4 The schedule for the work as described in Tasks 1 is based on a contractor's construc=tion schedule of 90 days and an additiotmi 30 days for project closeout. r?TY GA?AGE FA^GE 01 11/07/2002 18:12 561-589-1880 -V 0�� e,,`A�A X DATE: [ l `I G Z TO (Company Name) FROM: COMMENTS: THANK YOU' F.elI J- .ss9w St Dwe mi9nway Stuaft, Florida 34947 P.O. Drawer 719 Stuart, Florida 34995 (561) 287-6820 FAX (561) 2874660 TIME: ATTN: �-; rda FAX #:?a -!50,"q NUMBER OF PAGES: 2 (Indudng this fes) i RETURN FAX CONFIRMATION Yes( ) NO( ) If you do, not receive all of the pages as indicated above please call the sender at (561) 2876820 mtfnediately. 11/07/2002 18:12 561-589-6880 CIN GARAGE PAGE 02 46ttl 772 257 +aEE.n P. 02 DICKERSON FLORIDA, INC. A COMPANY oV TNF fYpKfR:sp1 OHOU/. INC 3340 a.E. Dixie h.ghwe, S#AA, Florida 36097 iyIE$GENCSr PERSONNEL P.O.Omner 719 9(u6n, Flvrg6 54995 (561)207.6628 Wa4INE WORK NO HOMENO CELLULAR FAX (5611287-4668 William Newhouse 561-461-0852 561-336-8411 561-260.0518 Wendy Brann 561-461-0852 561.460-6092 561.216-5115 Cfiuck Pallas 561-287-6820 561-461-7115 561-260-0519 kgtueBoylston 561.287-682.0 561-344.5015 561-260-0513 Bobby Olson 561-287-6820 561-878-7455 56)-260-0809 lite Luke 561.461-0852 407-733-7077 561-260-4964 I*= Bigelow 561461-0852 561.337,3873 561-216.5451 Dennis Healey 561-287-6820 561-5464702 561-260-0516 Please call me it you need any additional infonnation. uif(ceroly, DICKERSON FLORIDA, INC. CITY OF SPAN HOME OF PELICAN ISLAND 1225 MAIN STREET • SEBASTIAN, FLORIDA 3295E TELEPHONE: (772) 589-5330 • FAX (772) 589-5570 NOTICE TO OWNER The Construction on the Sebastian Alleyway improvements are scheduled to begin on Monday, November 18th, 2002. Every effort will be made to accommodate your delivery and trash pickup schedules to the best of our ability. Our contractor has been instructed to work with your business to the best of his ability and to give you as much prior notice for closures of a portion of alley or any other problems which may arise. Please be patient and any problems or concerns can be addressed to the Engineering Department at 772-589-5490 and they will be addressed as soon as possible. We are sure the finished project will be an asset to the City of Sebastian and will result in complete satisfaction on your part. Sincerely, -x� Linda Kinchen Administrative Supervisor "An Equal Opportunity Employer" Celebrating Our 75th Anniversary Linda Kinchen From: Willian Chu (Manaus -Amazonas -Brazil) [kaos@horizon.com.br] Sent: Tuesday, November 20, 2001 7:31 AM To: Ikinchen@cityofsebastian.org Subject: Fw: Property in Sebastian Dear Linda Kinchen, Yes, I grant permission to the City of Sebastian to temporarily store their construction equipment on my property with the provision that the City of Sebastian assumes complete and full liability for anything which might happen to vehicles and personnel during their stay there, and leaves the property in good condition. Best regards, Willian Chu ----- Original Message ----- From: "Linda Kinchen" <lkinchen@cityofsebastian.org> To: <rosaviva@interlins.com.br> Sent: Tuesday, November 19, 2002 2:19 PM Subject: Property in Sebastian Please be advised that the City is in the process of fixing the alleyway behind your property. We would like to know if we can have permission to store some equipment on your property during the construction in this area. Please advise as soon as possible. The City's contractor will mow the property for you and return it to the condition found before vacating the premises. Send your response by Email so we can have it in writing any questions, you can call me at 772-388-8224 my name is Linda Kinchen Thanks for your time in this matter. PS - Send us some rain if you can. 1 Property Number Search Results Page 1 of 1 LIVING — LEARNING jJF% WORKING — PLAYING Vero Beach - Sebastian - Fellsmere - Indian River Shores - Orchid Parcel Number#:31-38-12-00004-4920-00056.0 Property Information Location: 497 SEBASTIAN BLVD SEBASTIAN 32958 Subdivision: SEBASTIAN HIGHLANDS SUB UNIT 12 Use Code: 1000 -Vacant Commercial Land Land: Total Acres: 0.18 Sale Data: 07/88 $25,000 Transaction Code - 00 Deed Type - N/A Book/Page: 00803 / 1270 Just Value: $19,090 ( Land -$19,090 Imp -N/A Misc-N/A) Taxes: $436.39 Tax Code: 2 Legal: SEBASTIAN HIGHLANDS SUB UNIT 12 BLK/BLDG LOT/UNIT : LOT 56 PBI/OR BK: PBI 7-57 Owner Information Owner(s): SCHOONMAKER, CLIFFORD R & DEBRA R Address: 262 COLUMBUS ST SEBASTIAN FL 329584071 Former Owner: Not Available View this Subdivision List BLK 492 Information from Indian River County Property Appraiser's File Real Estate in Indian River County - Property Search Page Living Learning Working I Pt in The Living Centers: Vero Beach I Sebastian Annther Indian River County Grcmunrty Site on The CrossRoads by The Internet Division a Vetrol Data Systems, Inc. Copyright© Y rof http://ircpa.irene.netlscriptslircpalSubs Detail.idc?Folio=313812000044920000560 12/11/2002 DISPLAY ON JOB SITE This permit is subject to attached conditions. INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT PROJECT #: OVERCOUNTER APPLICANT: CITY OF SEBASTIAN APPLICANT ADDRESS: 1225 MAIN STREET CITY, STATE: SEBASTIAN, FLORIDA uONTxaurux: CITY OF SEBASTIAN CONTRACTOR ADDRESS: 1225 MAIN STREET CITY, STATE: SEBASTIAN, FLORIDA PERMIT #: 15-362 ISSUE DATE: 02-09-11 PHONE: (772)589-5490 ZIP CODE: 32958 PHONE: (772)589-5490 ZIP CODE: 32958 JOB DESCRIPTION: SEBASTIAN HIGLANDS - RECONSTRUCTION OF ALLEYWAYS LOT: BLOCK: SUBDIVISION: SEBASTIAN HIGHLANDS UNIT:6,8,12 STREET ADDRESS: LACONIA STREET TO SOUTH WIMBROW DRIVE STATUS: PUBLIC TYPE OF WORK: ROADWAY/ALLEYWAY INSPECTIONS: S & G: COMMENT: SLAB: COMMENT: OTHER: COMMENT: FINAL: COMMENT: TYPE C PERMIT #: FLOOD ZONE: BASE FLOOD ELEV: ft. FIRM MAP #: CUT & FILL BALANCE REQUIRED (Y/N): CUT VOLUME: C.Y. FILL VOLUME: C.Y. COMMENTS: 72 HOUR NOTIFICATION REQUIRED PRIOR TO BEGINNING WORK IN INDIAN RIVER COUNTY RIGHT OF WAY. MAINTENANCE OF TRAFFIC REQUIRED PER ATTACHED PLAN TYPE OF PERMIT: COMMERCIAL PERMIT: NIC FOR INFORMATION REGARDING THIS PERMIT OR SCHEDULING INSPECTIONS CONTACT INDIAN RIVER COUNTY ENGINEERING DIVISION, 567-8000 EXTENSION 597. DATE August 20, 2002 APPLICANT City of Sebastian Name 1225 Main St, Sebastian, FL 32958 Address CONTRACTOR Name Address INDIAN RIVER COUNTY RIGHT-OF-WAY PERMIT R.O.W. PERMIT NO. 561/589-5490 Phone No. Phone No. LOCATION OF WORK Alleyway through Sebastian Highlands from Laconia St. to South Wimbrow Dr Street Address Sebastian Hi4fl ands -Units 6, 8, & 12 LoVBlock/SuQvision/Unit DESCRIPTION OF WORK 1.) Reconstruction of Alleyway connection to SR 512 just east of Strait Ave. 2.) Reconstruction of Alleyway connection to SR 512 just east of Collier Creek. ----------------------------------------------- ------------------------------------------------------------------ TYPE PERMIT TYPE UTILITY CONSTRUCTION Driveway" Cable TV Street Parking Electricity SidewaBWCurbs Telephone Storm Drainage X Right -of -Way Water Systems Clearing Sanitary Sewer Other ----------------------------------------------------------------------------------------------- NOTE: 1. Detailed drawing shall be submitted with each application. 2. This permit is issued subject to all conditions on reverse side of this application. 3. A signature by the contractor shall be construed as making the cont personally liable for all permit conditions unless contractor attaches written proof of authorization to act on behalf of the applicant. 4. All work is subject to final inspection by the Engineering Division., 567-8000, ext. 283 to schedule inspections. AUG 222002 ..--------------------- INDIAN RIVER COUNTY ENG4NEERING DIVISION PERMIT IS TO BE DISPLAYED • Q C ON JOB SITE FDOT TRAFFIC CONTROL is required Applic t/Contractor ------------------------------------------------------------------------------------------------------ Complies with Thoroughfare Plan - Yes No OFFICE USE ONLY Remarks DRAINAGE Approved Not Approved /1 PERMIT FEE IssY/0/0 Revised 11/86 u AUG 2 2 2002 S INDIAN RIVER COUNTY, FLORIDA TRAFFIC ENGINEERING MEMORANDUM To: Christopher J. Kafer, P.E. County Engineer Through: Christopher R. Mora, P.E. Cvw- County Engineer From: Jeanne Br Traffic An Subject: Alleyway Reconstruction Right -of -Way Permit Review Location: City of Sebastian / Between Laconia and CR512 Date: September 6, 2002 Traffic Engineering reviewed the plans dated August 21, 2002 for the above referenced project and offers the following comments: Increase the radii of the alleyway apron at CR512 to a minimum of twenty-five (25) feet. If you have any questions, please contact me. I AR I k1(-`7HM19 SEP 0 9 2002 INDIAN RIVER COUNTY kNGINEERING. DIVISION \\Fileserver\Public\Tmffic\Dawn\JEANNE BRESEMcity of sebastian r -o -w permit.memo.doc Page 1 of 1 INDIAN RIVER COUNTY TRAFFIC ENGINEERING SPECIAL CONDITIONS FOR RIGHT-OF-WAY PERMIT SPECIAL CONDITIONS: All work performed underthis permitshall be in accordancewith Florida Department of Transportation Roadway and Traffic Design Standards and Indian River County policy. 2. All special conditions listed are in addition to the attached Indian River County Traffic Engineering Regulations for the Maintenance of Traffic. It shall be the contractor's responsibility to contact the Sunshine State One Call System (1-800-432-4770) at least 72 hours in advance of commencing construction work to coordinate traffic control and obtain locations of underground traffic signal conduit for the County's Computerized Traffic Signal Coordination System. 4. The contractor shall be responsible for using the applicable Traffic Control Plan for the type of work being performed. All job supervisors shall have a copy of the control plan on site at all times and shall be familiar with the correct set-up of the plan. 5. a) At least one lane of traffic shall be maintained at all times. One lane traffic shall be controlled with at least two (2) flagmen. Flagmen shall use STOP/SLOW paddles at all times. Flags shall not be used for one lane traffic control. b) After proper notification to Traffic Engineering, consideration will be given to the contractor to close roadways to through traffic on a daily basis during daylight hours on narrow roadways where maintaining one lane traffic would be difficult. The roadway shall be open to traffic at the end of each work day and weekends. The contractor shall provide all necessary construction signs and traffic control devices to close the road and provide a detour route in accordance with Indian River County standards. Signing shall be installed that clearly indicates the time periods the road is closed to traffic. 6. There shall be no construction work after dark. 7. All open excavations shall be back filled before the close of each day. A compacted roadway shall be provided at the end of each work day. Disrupted roadway shall be clearly marked as a construction area. Page 3 Special Conditions For Right -of -Way Permit Construction At or Near Signalized Intersections: The contractor shall have full responsibility for any work performed at or near any traffic signals in Indian River County. The contractor shall request that the County locate buried interconnect conduit and cable, loop sensors, and pull boxes prior to commencing construction. Any damages to interconnect conduit, loop sensors, pull boxes or any other traffic signal equipment shall be repaired at the contractor's expense. It shall be the responsibility of the contractor to notify Traffic Engineering Division 72 hours prior to any work being performed near a signalized intersection or flashing warning beacon. Once the proper notification and locate procedures are satisfied, the contractor working in or near signalized intersections or around traffic signal poles, signal cabinets, or flashing beacons shall be advised of the following regulations: 1. No excavation shall be performed within a 15 foot radius of any traffic signal pole. If excavation is necessary within a 15 foot radius, it will be the contractors responsibility to provide the following: a. In a manner approved by the County Traffic Engineer or his designee, the contractor shall provide constant support of the traffic signal pole to prevent movement during excavation and backfill operation. b. Compaction around the excavation site to a 98% density, bringing the backfill up in 1 foot lifts. C. Density reports from a licensed testing company provided to the County Traffic Engineer. d. Restore the traffic signal and all support equipment to original condition or better. 2. There shall be no pavement cuts made within 500 feet of a traffic signal or flashing beacon without contacting Indian River County Traffic Engineering Division at 567- 8000, extension 547, 72 hours prior to construction. Any traffic signal, loop sensors, conduit, interconnect cable, or any support equipment damaged by a contractor shall be repaired at the contractors expense. 4. Any contractor that works at or in the vicinity of a signalized intersection shall have full responsibility for any liability incurred by causing damage to signal equipment that results in the failure of the traffic signal functions. If such a failure occurs, the contractor shall notify the police and the Traffic Engineering Division immediately at 567-8000, extension 547. C RP60WOTWEWMOT.CON 3 July 19, 2000 Page 3 Special Conditions For Right -of -Way Permit Construction At or Near Signalized Intersections: The contractor shall have full responsibility for any work performed at or near any traffic signals in Indian River County. The contractor shall request that the County locate buried interconnect conduit and cable, loop sensors, and pull boxes prior to commencing construction. Any damages to interconnect conduit, loop sensors, pull boxes or any other traffic signal equipment shall be repaired at the contractor's expense. It shall be the responsibility of the contractor to notify Traffic Engineering Division 72 hours prior to any work being performed near a signalized intersection or flashing warning beacon. Once the proper notification and locate procedures are satisfied, the contractor working in or near signalized intersections or around traffic signal poles, signal cabinets, or flashing beacons shall be advised of the following regulations: 1. No excavation shall be performed within a 15 foot radius of any traffic signal pole. If excavation is necessary within a 15 foot radius, it will be the contractors responsibility to provide the following: a. In a manner approved by the County Traffic Engineer or his designee, the contractor shall provide constant support of the traffic signal pole to prevent movement during excavation and backfill operation. b. Compaction around the excavation site to a 98% density, bringing the backfill up in 1 foot lifts. C. Density reports from a licensed testing company provided to the County Traffic Engineer. d. Restore the traffic signal and all support equipment to original condition or better. 2. There shall be no pavement cuts made within 500 feet of a traffic signal or flashing beacon without contacting Indian River County Traffic Engineering Division at 567- 8000, extension 547, 72 hours prior to construction. 3. Any traffic signal, loop sensors, conduit, interconnect cable, or any support equipment damaged by a contractor shall be repaired at the contractors expense. 4. Any contractor that works at or in the vicinity of a signalized intersection shall have full responsibility for any liability incurred by causing damage to signal equipment that results in the failure of the traffic signal functions. If such a failure occurs, the contractor shall notify the police and the Traffic Engineering Division immediately at 567-8000, extension 547. C RPOWOMEWMOT.CON 3 July 19, 2000 0, SYMBOLS ® Work Area X is, ( Mtn. ) orange sign With 18' < B Light yE� S+ro� r-• .n 1 41 n Mas(1°'Im SPocia4eBd Llmil ( MPH ISBXe ut sol Greater Eglml ToCones Or tubular <srorrVerliaal Than 25- For or rYP< 9 B< Far TYPe I Panels or Or3m3s• GENERAL NOTES 'Wil annftned to one Irlife slle lane op<n to irollic. Work opera sla 1 fbWrs 1. We. IewiM IM °� gedas ferceD I<s.e mine resl,epd1 al all Iimes to - nl. 2' aven nd in-," alirines ivaln-. mi Ies. one side of Ine p°• Ipi entre ✓. 'me, If the wok,, wIll bon la �n/arna'c twill; IW ne ff.cled by the No. 67l. LOnlrolm% e, Adallio'mlmcans'�fvenid{feff p S9Mlsvcnidc o110W' D 13 f PT -1 IWe�cles lel fane.n%°°°Irol When "MDIs orin Mein slgnf o! to' saw Opes n olnp w i^ the lbaa•rs wow a1 au rimes. an. + m, I rdn. i direct "nun'first n'. laa siw'°IrachN °N 5. whe I"l all limesve B Ito' .1 ero11an3. operolmg M usN fo F la"loo�l �I�eWi«d. 6. TWh BQhIDn °nd Orono. I. s he r s Qwf n ""'m ';v %n of, sopslilNed rat in' V Flag And TYP Or T p< RY Barricade or 11011"a Penne1� 0r vertical if Panel Or Bprriu+ad< a Type I Or Type IT Marker Or Dram 0, care W TNWIor �p Wolk Zone sign 15-1 Fl000<r Arid TUWIor Markers At Z5' v,ril sl panels ,ones Or a It Barricades Or Vufl. TRereafler Type I or TYPO Centers For FirsCe250* And Or Drums AI SBS At SO' 1 Panels Cones Or TUEular Markers Or ver lica Type 1 Or Ay PPe �enlers. Or ONO B., L 1 mIn 1 • p'i nor sPeeds a 45 mpl ', 'Lw�s for svecds s A � PN /bler°I transition Leel. Wker.r TYPICAL APPLICATIONS Pm•ement Resurfacing Pavement Repair Utility Work Bridge Repair w Guardrail work W, Widin °s In! linin l Y el ad Ike k Posted P 3 we in M lu�e�a ° M Iro/fla 5• I. Th. OKER AN'Es�IMrAD sre�ov 0 isY aPc° I° n+°'w% FLA rfG,� °erlormed a'd and do not «fled is Mr p, Arrmvs denp1 Hnas.elion of Irellte only gpeld mndi,ald!W NU3Nor f:1P.to M NNsIN WnttAe o"A Is na I1. Ieand,lion3.5 is the h 12. hen.wrin°TWO 1ed�Ni�alne(oeLOLInnaw. T Z INC+esne C! haul tnlwmaffia. ftlef in ��T[1 r.Wi.en..is and Oddi p. io hae. No. Em' CONDITIONS WHERE ANY VEHICLE. EOIIIPYENT. WORKERS OR THEIR ACTIVITIES ENCROACH 7HE AREA BETWEEN THE CENTERLINE ANO A UNE 7 OUTSIDE THE EDGE OF PAVEMENT e CONDITIONS o— WHERE ANY VEHICLE. EQUIPMENT, Iletlion J� WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LANE ADJACENT - D D o TO EITHER SHOULDER AND THE AREA HE EDGE OF PAVEMENT. E FORAT PERIOD OF 15 D D 0 500, IA00'Mlnl MINUTES OR LESS I • Work Areo I Work Vehicle With Flashing �./ Warning Lightest Operating) I — 1■1 rico, u:rc ¢alas,, D D O D D Median v al a--e-'rr WI ork rFZJ D 2690' D 1190, D 1000, D 500, v C 150, 20TI T Cones Or Tubular Markers At 25'Cen/ers And Type I Or Type IF Barricades Or Vertical Panels Or Drums At SO'Centere For First 250', Thereeffer Canes Or Tubular Markers At SO'Centers And Type I Or Type 'T { f Barricades Or Verliml Panels Or Drums At IDO'Centers. ga*o mwr spa amw, s.K ` Maximum Spacing caxssxun box aosso nam I � !uc' 4 Between Devices t FT) To Be Equal To The Speed Limit f MPH) But Not Greaser Than 25' For i uILE }xus isoa n Cones Or Tubular Markers a 50'For Type I Or Type d Barricades Or Vertical Panels Or Drums. GENERAL NOTES . _ e _ C Median J . arWor /acrr; '01" e SOY i ¢ Ilso'-200' �T CONDITIONS CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTNITIE$ ENCROACH ON THE LANE ADJACENT TO EITHER SMOULDER AND THE AREA E' OUTSIDE THE EDGE OF PAVEMENT FOR A PERIOD OF MORE THAN 15 MINUTES BUT LESS THAN 60 MINUTES WHERE ANY VEHICLE. EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE LAME ADJACENT TO EITHER SHOULDER AND THE C AREA Z' OUTSIDE THE EDGE OF PAVEMENT FOR A PERIOD OF 60 MINUTES OR GREATER SYMBOLS ® Work Area y� Sign With 18'x /8' I Min.) Orange V Flag And rype B Light a Type I Or Type IT Barricade Or Vertical Panel M Corse Or Tubular Marker Or Drum Work Zone Sign Q' Flamer o Advance Warning Arrow Panel 1. war* operanans sip//be confined to one horde lam, laming, e. L flair.l• tenpin of lope, In feel : the adJocenl Anne we. /o traffic. •WS for speeds a 95 .0 See Inder.e5 Nes. 6b and 61T. • WS' for speeds s 90 rope, 2. All vehicles, eglipmenf, waders, was tenter celNllles are L8" restrieled.af ail limes to we side of the pavement Where: MULTILANE, DIVIDED AND UNDIVIDED W•Width or bleral Ironsilim in reel J. The firsttwo wonbg, team. eamb side. slall have an fit. IB' (min.) S, Posted speed limit (MPH). eng ge Flag and o Toe B light aflaAM and aperalbp al all Uma;. 4. Mese,slant maI be os ed far ILbyllaM aryl apemriap. 9. Arrows dermle arecllan of barter law d do net reflect TYee B L/ghls anal along. Floss are /rot required. amement mNkttps. 5. as urdfvtded hl,h , the med;.a s1,m as shown ore to be .111.d 6. When work is performed in the meaton haze an divided highways. Ma sbafon �rfp Pule✓ s i 'the Zed and left bre closed and Pone recut oro svaJ "on, lane land bre redplim sr s. The some TaPnftes b mmaiv/ded h;ahw%f wim me rolrowiM excepnms: in) Walk stroll be confined within on< medmon bre. th I lailition l barricades, cones• a drums stall be VVbeea along Ill. cenferlfne abaflirq bwan e k aofd across oacross IM trailing e d of the work area. when wok on, undivided ht s o9/Is naris the cenlerline so as IP eavamJ, m loin me ion es. IM Imerfed atm es mpHed to the apoaoch of balm roam mus. f. rhe RIGHT f LEFT I LME CLOSED sears are to be removed or Net, Cowed when ran work ;s being performed ma, be hiphvdy es ,an to "attic. M. Longfloa;nal dement;., are la he adjusted to fit field mMlllms. Sea /We, No, 600. A. When wog is being performed m a malllbne undivided laeaway the signs .11, meunled In the medion Ins shown) shall be gained. TYPICAL APPLICATIONS Povement Resurfacing Pavement Repair Utility Work Bridge Repair Guardrail Work Pavement Coring And Straight Edging 12. This TCI mean doe, nat apply wren work es being perrmmed In the m:mre a inside bnds ) or a six a mare Ane higi+ . See Inder.e5 Nes. 6b and 61T. -1 O. When a side road lneerseefs the niltt a m welleh waA is beingl v'a''r n -1 - Performed Performed additional battle centro) devieeS $Met he erected mrr s.rFlc raarxvCl q,( rysf rmaee coon other agPrmMes in aetala e re¢ /aae,. MULTILANE, DIVIDED AND UNDIVIDED le. For general rC2 reauheneems and audmapl mramosuon. mrcr RURAL- OPERATIONS ONE I to Mdw Na. 600. DAYLIGHT PERIOD OR LESS NOTICE TO OWNER Preliminary Notice / Notice of Intent to Claim Against Bond TO: CITY OF SEBASTIAN (OWNER) 1225 MAIN STREET SEBASTIAN FL 34990 0000 [Cert Mail 7107 2291 7190 1674 20441 The undersigned hereby informs you that he has furnished, or is furnishing services and/or materials as follows: MATERIALS/SERVICES for the improvement of the real property identified as: 601484 THE ALLEY FELLSMORO RD SEBASTIAN Florida BOND#431220 Indn Rvr County, Florida. under an order given by: CHAMPION CONT 9065 ELLIS RD W MELBOURNE , WARNING TO OWNER: UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT: TRI -COUNTY CONCRETE IS PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM: TRI -COUNTY CONCRETE EVERY TIME YOU PAY YOUR CONTRACTOR. NOTICE OF COMMENCEMENT INFO: (If Available) Nc. G t7 rn c n _ rn i � c m I~a C+ i FL 32904 0000 N Florida law prescribes the serving of this Notice and restricts your right to make payments under your contract in accordance with 713.06, Flon& Statutes. If this job is bonded under Section 713.23, Florida Statutes, Section 255.05, Florida Statutes or 270 United States Code, the firm sending this Notice will look to the bond (Surety Co.) for protection H not paid. If a Payment Bond exists, please furnish a copy to the firm shown below or provide the Name and Address of the Surety. Failure to provide this Information may render you liable for damages. If more than one contractor Is Involved with this project, please furnish the firm listed below with a copy of each contract. Please refer to the Notice Number listed above when responding. THIS NOTICE IS FURNISHED AS A STANDARD OPERATING PROCEDURE IN FLORIDA'S CONSTRUCTION INDUSTRY. IT IS NOT A LIEN. C 1. [Cert Mail 7107 2291 7190 1674 20511 E DICKERSON FLORIDA INC R PO DRAWER 719 T STUART, FL 34995 0000 1 F 2. [Cert Mail 7107 2291 7190 1674 20681 I SURETY AGENCY LLC E 20 S SPRUCE ST D #301 ASHVILLE, NC 28801 3734 C O ROEFNr� L. JOHWON, Agent For: M�CWPDNICRE TO ISE OGEETGGT TNETEWFSDEIGNEEUXIEDSMOSD OF pIX V Illn- ME TO BE DIeECI®TO THE IlENIX19 DESIGNEE USTIED SMOSD FIRM: TRI -COUNTY CONCRETE PRODUCTS INC 3200 WEST 84 ST HIALEAH FL 33018 0000 (305)556-1661 IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida laws, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other le ally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Dept of Professional Regulation. F=CNTC2, P=58 Copyright 2000 by Florida Notice Corporation . All Rights Reserved 16855 NE 2nd Avenue, Suite 101, North Miami Beady FL 33162 NOTICE NO: J i 1 11 t TELEPHONE: (305) 653-2200 FAX: (305) 653-2996 487071 TOLL FREE: (800) 329-7377 INTERNET: http://www.floridanotice.com DATE: E-MAIL: notices@floridanotice.com 12/12/02 NOTICE TO OWNER Preliminary Notice / Notice of Intent to Claim Against Bond TO: CITY OF SEBASTIAN (OWNER) 1225 MAIN STREET SEBASTIAN FL 34990 0000 [Cert Mail 7107 2291 7190 1674 20441 The undersigned hereby informs you that he has furnished, or is furnishing services and/or materials as follows: MATERIALS/SERVICES for the improvement of the real property identified as: 601484 THE ALLEY FELLSMORO RD SEBASTIAN Florida BOND#431220 Indn Rvr County, Florida. under an order given by: CHAMPION CONT 9065 ELLIS RD W MELBOURNE , WARNING TO OWNER: UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT: TRI -COUNTY CONCRETE IS PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM: TRI -COUNTY CONCRETE EVERY TIME YOU PAY YOUR CONTRACTOR. NOTICE OF COMMENCEMENT INFO: (If Available) Nc. G t7 rn c n _ rn i � c m I~a C+ i FL 32904 0000 N Florida law prescribes the serving of this Notice and restricts your right to make payments under your contract in accordance with 713.06, Flon& Statutes. If this job is bonded under Section 713.23, Florida Statutes, Section 255.05, Florida Statutes or 270 United States Code, the firm sending this Notice will look to the bond (Surety Co.) for protection H not paid. If a Payment Bond exists, please furnish a copy to the firm shown below or provide the Name and Address of the Surety. Failure to provide this Information may render you liable for damages. If more than one contractor Is Involved with this project, please furnish the firm listed below with a copy of each contract. Please refer to the Notice Number listed above when responding. THIS NOTICE IS FURNISHED AS A STANDARD OPERATING PROCEDURE IN FLORIDA'S CONSTRUCTION INDUSTRY. IT IS NOT A LIEN. C 1. [Cert Mail 7107 2291 7190 1674 20511 E DICKERSON FLORIDA INC R PO DRAWER 719 T STUART, FL 34995 0000 1 F 2. [Cert Mail 7107 2291 7190 1674 20681 I SURETY AGENCY LLC E 20 S SPRUCE ST D #301 ASHVILLE, NC 28801 3734 C O ROEFNr� L. JOHWON, Agent For: M�CWPDNICRE TO ISE OGEETGGT TNETEWFSDEIGNEEUXIEDSMOSD OF pIX V Illn- ME TO BE DIeECI®TO THE IlENIX19 DESIGNEE USTIED SMOSD FIRM: TRI -COUNTY CONCRETE PRODUCTS INC 3200 WEST 84 ST HIALEAH FL 33018 0000 (305)556-1661 IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida laws, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other le ally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Dept of Professional Regulation. F=CNTC2, P=58 Copyright 2000 by Florida Notice Corporation . All Rights Reserved REQUEST FOR TIME EXTENTION DUE TO WEATHER DELAYS PROJECT: The Alleyway Sebastian, FL Owner: City of Sebastian General Contractor. Dickerson of Florida, Inc Sub Contractor: Champion of Central Florida, Inc DATES REQUESTED TIME REOUESTED TIME APPROVED p ��- .7 -5—.44S ' / Wn:K,i,(iD'�y J.�M oz A, i0 iIzSLJCti XFI/y sky /c NtS p� cz Z . / V = Z w�a,c,aq��+�y l r,as gza I - ./ - cL /C I44S wcr24-jk l ^S C C Respectfully/C requested. Ni2S I 3 CS rt A, Chamo�on Contract Di c erson on, Florida �o S astian Of Central Florida 12 ATLANTIC TESTING LABORATORIES, INC. FIELD TEST RESULTS TEST LOCATION RESULTS 1. W53+50 LS, t�llev�,�� ---- - -- �R•8 2. Ll$+oo R5. 3. sCO+$0 L,5. 4 - 00 5. 5. ya;so U5. 09,a 6. 7- 8. 9. 10. 11. 12. 13. 14. 15. MATERIAL TESTED: �'p�P REQUIREMENTS: Cfg CLIENT: C\ --l1 70nE1 DATE: loZ I I a I a PROJECT: L_e cmc�ia� 5}_ Al P ywo y TECH: u� PROJECT #: NOTE: ALL TEST RESULTS ARE INVALID UNTIL SIGNED BY ATL ENGINEER. REMARKS: ATLANTIC TESTING LABORATORIES, INC. FIELD TEST RESULTS TEST LOCATION RESULTS rig, I � J 2. �� aa�co L5• -- rex�r0 3. 4. L,5. 5. 3[{a5 R5. 6. 35+Sa L-6, G8 S 7. 39 +°e) P's • q� • l 8. 9 10. 11. 12. 13. 14. 15. MATERIAL TESTED: P7Q S P REQUIREMENTS: q CLIENT: cv,' yplp{) DATE: /all('10'a PROJECT: l c- ca:)n"OL Sj• f Aeor"%o-u TECH: LNC PROJECT #: NOTE:. ALL TEST RESULTS ARE INVALID UNTIL SIGNED BY ATL ENGINEER. REMARKS: a �I IN �I '7 f r j i'- . 2 x T faM 19 r�dusoga5' EMI7 • _� ___'". __.__ jl�lll��l o i i I � I II �Z�j dL .��sTpr✓ ,rtll���� i I I 1 _ r - !!��-. l ad:Yitln6S%�5.i4 r.=•n���+> , .. Property Number Search Results Page 1 of 1 LIVING — LEARNING WORKING — PLAYING Vero Beach — Sebastian — Fellsmere — Indian River Shores — Orchid Parcel Number M 31-38-13-00001-1890-00013.0 Property Information - Location: 701 SEBASTIAN BLVD SEBASTIAN 32958 Subdivision: SEBASTIAN HIGHLANDS SUB UNIT 6 Use Code: 1000 -Vacant Commercial Land Land: Total Acres: 0.17 Sale Data: 10/86 $9,000 Transaction Code - 01 Deed Type - N/A Book/Page: 00751 / 1627 Just Value: $13,920 ( Land -$13,920 Imp -N/A Misc-N/A) Taxes: $5,141.96 Tax Code: 2 Legal: SEBASTIAN HIGHLANDS SUB UNIT 6 BLK/BLDG : BILK 189 LOT/UNIT: LOT 13 PBI/OR BK: PBI 5-94 Owner Information Owner(s): SEBASTIAN GENERAL PARTNERSHIP, Address: PO BOX 7800068 SEBASTIAN FL 32978-0068 Former Owner: Not Available View this Subdivision Lis Information from Indian River County Property Appraiser's File Real Estate in Indian River County - Property Search Page Livin I Learning Working I Playina. The Living Centers: Vero Beach I Sebastian Indian River County c;= rnaiunre Ser; b:.e _ie un The CrossRoads by rhe Internet Division I Vetrot Data Systems, Inc. Copyright@ http://ircpa.irene.net/scriptslircpalSubs_Detail.idc?Folio=313813000011890000130 12/17/2002 Property Number Search Results LIVING - LEARNING WORKING — PLAYING Vero Beach - Sebastian - Fellsmere - Indian River Shores - Orchid Parcel Number#: 31-38-13-00001-1890-00012.0 Property Information - Location: 735 SEBASTIAN BLVD SEBASTIAN 32958 Subdivision: SEBASTIAN HIGHLANDS SUB UNIT 6 Use Code: 1000 - Vacant Commercial Land Land: Total Acres: 0.15 Sale Data: 07/89 $17,000 Transaction Code - 00 Deed Type - N/A Book/Page: 00836 / 2283 Just Value: $17,260 ( Land -$17,260 Imp -N/A Misc-N/A) Taxes: $391.34 Tax Code: 2 Legal: SEBASTIAN HIGHLANDS SUB UNIT 6 BLK/BLDG : BLK 189 LOT/UNIT : LOT 12 PBI/OR BK: PBI 5-94 Owner Information Owner(s): WORTHINGTON,ALBERT' Address: C/O WENDY HANSARD 1155 GREENBRIER DR COLORADO SPRINGS CO 80916 Former Owner: Not Available View this Subdivision List Information from Indian River County Property Appraiser's File Real Estate in Indian River County — Property Search Page Livin I Learning 0Working I Playing The Living Centers: Vero Beach I Sebastian Arathev Indian River County Cnnar;nity :*:ani�.-.e `?de on The Crossrtoeds i;v The Internet Division T Vetrol Data Systems, Inc. copyright© Page 1 of 1 http://irepa. irene.net/scriptslircpalSubs_Detail.idc?Folio=313813000011890000120 12/17/2002 Property Number Search Results LIVING - LEARNING WORKING - PLAYING Vero Beach - Sebastian - Fellsmere - Indian River Shores - Orchid Parcel N umber #: 31-38-13-00001-1890-00011.0 Property Information - Location: 737 SEBASTIAN BLVD SEBASTIAN 32958 Subdivision: SEBASTIAN HIGHLANDS SUB UNIT 6 Use Code: 1000 -Vacant Commercial Land Land: Total Acres: 0.16 Sale Data: 09/91 $53,500 Transaction Code - 02 Deed Type - WD Book/Page: 00908 / 2577 Just Value: $18,970 ( Land -$18,970 Imp -N/A Misc-N/A) Taxes: $431.19 Tax Code: 2 Legal: SEBASTIAN HIGHLANDS SUB UNIT 6 BLK/BLDG : BLK 189 LOT/UNIT : LOT 11 PBI/OR BK: PBI 5-94 Owner Information Owner(s): MILLER,MAE & DOODY,LORRAINE S Address: 3855 NE 23RD AVE POMPANO BCH, FL 33064 Former Owner: WELTON,JOHN T (TR) View this Subdivision List Information from Indian River County Property Appraiser's File Real Estate in Indian River County — Property Search Page Living I Learning Working I Pla in The Living Centers: Vero Beach I Sebastian ..- rf?u, Indian River County C-nrnunR•; Servic,, e :-4) The CrossRoads e,; The Internet Division I Vetrol Data Systems, Inc. Copyright@ Page 1 of 1 http://ircpa.irene.net/scriptslircpalSubs_Detail.idc?Folio=313813000011890000110 12/17/2002 Property Number Search Results LIVING — LEARNING 4 WORKING — PLAYING Vero Beach — Sebastian — Fellsmere — Indian River Shores — Orchid Parcel Number#: 31-38-13-00001-1690-00010.0 Property Information - Location: 739 SEBASTIAN BLVD SEBASTIAN 32958 Subdivision: SEBASTIAN HIGHLANDS SUB UNIT 6 Use Code: 1000 - Vacant Commercial Land Land: Total Acres: 0.15 Sale Data: 09/91 $53,500 Transaction Code - 02 Deed Type - WD Book/Page: 00908 / 2577 Just Value: $17,410 ( Land -$17,410 Imp -N/A Misc-N/A) Taxes: $395.97 Tax Code: 2 Legal: SEBASTIAN HIGHLANDS SUB UNIT 6 BLK/BLDG : BLK 189 LOT/UNIT : LOT 10 PBI/OR BK: PBI 5-94 Owner Information Owner(s): MILLER,MAE & DOODY,LORRAINE S Address: 3855 NE 23RD AVE POMPANO BCH, FL 33064 Former Owner: WELTON,JOHN T (TR) View this Subdivision List Information from Indian River County Property Appraiser's File Real Estate in Indian River County - Property Search Page Living I Learning Working I Playing The Living Centers: Vero Beach I Sebastian 4r.other Indian River County t: cr-iriUin¢`i ^tswuic_ ';de an The CrossRocrds by The Internet Division A V'etrol D.^da Systems, Inc. Copyright@ Page 1 of 1 http://ircpa.irene.net/scriptslircpalSubs_Detail.idc?Folio=313813000011890000100 12/17/2002 Property Number Search Results LIVING - LEARNING 4 WORKING - PLAYING Vero Beach - Sebastian - Fellsmere - Indian River Shores - Orchid Parcel Number #: 31-38-13-00001-1890-00008.0 Property Information - Location: 741 SEBASTIAN BLVD SEBASTIAN 32958 Subdivision: SEBASTIAN HIGHLANDS SUB UNIT 6 Use Code: 1100 - Stores (1 Story) Improvements: Year Built: 1988 BSF-3,120 GSF-3,588 Land: Total Acres: 0.29 Sale Data: 10/81 $14,000 Transaction Code - 00 Deed Type - N/A Book/Page: 00632 / 1344 Just Value: $143,880 ( Land -$34,820 Imp -$101,600 Misc-$7,460) Taxes: $3,786.63 Tax Code: 2 Legal: SEBASTIAN HIGHLANDS SUB UNIT 6 BLK/BLDG : BLK 189 LOT/UNIT: LOTS 8 & 9 PBI/OR BK: PBI 5-94 Owner Information Owner(s): PALMER,JOSEPH R Address: 117 DEER RUN RD PALM BAY FL 32909-1180 Former Owner: Not Available View this Subdivision List Information from Indian River County Property Appraiser's File Real Estate in Indian River County — Property Search Page Living I Learning Working I Playing The Living Centers: Vero Beach I Sebastian Another Indian River County C mmuwy t,: rvi _:: Ae, on The CrossRoads by The Internet Division Vetrol Data Systems, Inc. Copyright@ Page 1 of 1 http://ircpa.irene.net/scriptslircpalSubs_Detail.idc?Folio=313813000011890000080 12/17/2002 �� r •` i^re`y^^a, �='ms's,. r TO:FAC-SIMILE TIRANSMI �. /����`.�-�"l FROM: CDMPANY: DAT--=- F,p„`i�]NLTM EL: �/� % i� Q TOTAL ND. OF PAGM INCLTJDjNG ( DvRrmNT .DFORLErmw D=xrksBCONF= N O TFS/CO MMffi TTS: 7 7d CTY OF HOME OF PELICAN \ISLAND January 23, 2003 Ms. Wendy Brann Dickerson Ft. Pierce, FI RE: Testing Bills Wendy: Here is the second bill from Atlantic Testing. I have also received a statement from them showing the first bill past due. Please forward proof of payment or advise if you would like us to pay these and then subtract from your next billing. Thanks, Linda Kinchen Administrative Supervisor POST OFFICE BOX 081 6 ATLANTIC TESTING LABORATORIES, INC. MELBOURNE, FLORIDA 2938-0816 (321) 2594141 Testing, Soils and Foundation Engineers FAX 259-4838 g 8 E-MAIL: atIMM@aol.com Bill To City of Sebastian 1225 Main Street Sebastian, Florida 32958 Attn: Debbie Kruger J � C y C::) J Cx__ z _ N N ,u O Item Proctor IPD Qty 2 13 P.O. No. 4941-A-1 Description Laconia Street -State Road 512 -Brevard County, Florida two 146, 1-142, 1-55, 1-105) EXISTING Moisture Density Relation In -Place Densities Please remit to P.O. Box 360816, Melbourne, FL 32936-0816 Note: Accounting copies attached Invoice Date Invoice # 1/17/2003 24838 ,IAN 2 2 2003 1IJ ----------------------------- Terms Project Due on receipt Rate Amount 80.00 22.50 160.00 292.50 Total $452.50 Payments/Credits $0.00 Balance Due $452.50 a ATLANTIC TESTING LABORATORIES, INC. Testing, Soils an&Foundation Engineers Bill To City of Sebastian 1225 Main Street Sebastian, Florida 32958 Attn: Debbie Kruger Item Proctor IPD Proctor LBR IPD P.O. No. 4941 Qty Description Laconia Street -State Road 512 -Indian River County, Florida (wo 11-219/12-117/12-19/12-23/12-84/12-107) EXISTING 4 Moisture Density Relation 21 In -Place Densities SUBGRADE 1 Moisture Density Relation 1 Limerock Bearing Ratio BASE 16 In -Place Densities Please remit to P.O. Box 360816, Melbourne, FL 32936-0816 Note: Accounting copies attacked POST OFFICE BOX 360816 MELBOURNE. FLORIDA 32938-0818 (321) 2594141 FAX: 2594838 E-MAIL aWwm®aol.com Date ]vz7rzooz Terms Due on receipt Rate 80.00 22.50 80.00 100.00 22.50 Total Payments/Credits Balance Due Invoice Invoice # JI 24765 Project Amount i 320.00 472.50 80.00 100.00 360.00 $1,332.50 $0.00 $1,332.50 POST OFICE BOX 360816 ATLANTIC TESTING LABORATORIES, INC. MELBOURNE, FLORIDA 329360816 (321) 2594141 Testing, Soils and Foundation Engineers FAX: 259.4038 g g E-MAIL: ati wm®ad.com Bill To Invoice City of Sebastian Date Invoice! # 1225 Main Street Sebastian, Florida 32958 12/2712002 24765 Attn: Debbie Kruger i i Ln � (ICE LJANov 'J 003 _____________________ c\J P.O. No. Terms Project 4941 Due on receipt ftem Qty Description Rate Amount Laconia Street -State Road 512 -Indian River County, Florida (wo 11-219/12-117/12-19/12-23/12-84/12-107) EXISTING Proctor 4 Moisture Density Relation 80.00 320.00 IPD 21 hl -Place Densities 22.50 472.50 SUBGRADE Proctor I Moisture Density Relation 80.00 80.00 LBR 1 Limerock Bearing Ratio 100.00 100.00 BASE IPD 16 hl -Place Densities 22.50 360.00 Please remit to P.O. Box 360816, Melbourne, FL 32936-0816 Total $1,332.50 Payments/Credits $0.00 Note: Accounting copies attached Balance Due $1,332.50 Bin To City of Sebastian 1225 Main Street Sebastian, Florida 32958 Attn: Debbie Kruger Statement Date 1/17/2003 Your Account contains Past Due Invoices Please Remit Amount Due Amount Enc. $1,785.00 Date Description Amount Balance 12/17/2002 12/27/2002 01/17/2003 Balance forward INV #24765 INV #24838 1,332.50 452.50 0,00 1,332.50 1,785.00 Current 130 Days Past Due 31-60 Days Past Due 61-90 Days Past Due Over Days Past Amount Due 452.50 1,332.50 0.00 0.00 0.00 $1,785.00 Your Account contains Past Due Invoices Please Remit ATLANTIC TESTING LABORATORIES, INC. Testing, Soils and Foundation Engineers POST OFFICE BOX 369816 MELBOURNE, FLOFIOA 329369816 (321) 2594141 FAX: 259.da38 E-MAIL a lr ..aol.com Reported to: City of Sebastian Date Reported: 12-23-02 Attn: Dave Fisher Report No: 1(12-107) 1225 Main Street Project No: 02-2941-A-1 Sebastian, Florida 32958 Sampled by: LB Sampled from: Job Site Report of: Moisture -Density Relationship Date Sampled: 12-12-02 (Proctor) Course: Base Tested by: LB Project: Laconia Street — State Road 512 Sebastian, Florida Sample Location Description Max. Density Optimum No (Lbs/Cu.Ft) Moisture (a/o) 1 Representation of Jobsite Cemented Coquina SHELL 127.2 9.9 (Dickerson) Compaction Specifications: AASHTO T-180 Method A 127 H v e 0 h r. P 12"x' O 124 123 7 Respectfully Submitted, cc: (2) Client (1) Champion (1) Acct. (1) File Donald M. Tucker Jr., PE #15868 Vice President NI reports are wbmiUed as Coofffentlal property a the cliem, and authorization for W blimticm of stm ments, conclusions, or exaacia from or regarding our reports is reserved %blodW our vflftn approval. POST CE BOX 360816 ATLANTIC TESTING LABORATORIES, INC. MELBOURNE, FLORIDA 32936-0816 (321)259-4141 Testing, Soils and Foundation Engineers FAX: 2594838 S S E-MAIL: all.@aol.com Reported to: City of Sebastian Attn: Dave Fisher 1225 Main Street Sebastian, Florida 32958 Report of: Moisture -Density Relationship (Proctor) Course: Base Project: Laconia Street — State Road 512 Sebastian, Florida Sample Location Description No 2 Representation of Jobsite Cemented Coquina Date Reported: 12-23-02 Report No: 2(12-107) Project No: 02-2941-A-1 Sampled by: LB Sampled from: Job Site Date Sampled: 12-14-02 Tested by: LB Compaction Specifications: AASHTO T-180 Method A Max. Density optimum (Lbs/Cu.Ft) Moisture (%) 127.2 9.9 7NG•/� Respectfully Submitted, cc: (2) Client (1) Champion (1) Acct. (1) File Donald M. Tucker Jr., PE #15868 Vice President Al report are=u i8ed as Confidential property or tine diets, and authorization for publication olstateme . cnndusi . or ext b or regarding our repots isreverved subje Wour wdtien approval. ATLANTIC TESTING POST FLORIDA 32936 -0816 LABORATORIES, INC. MELBOUflNE,P (321) 2525A Testing, Soils and g Foundation Engineers FAX: 2594838 E-MAIL: atl,wm®aol.com Reported to: City of Sebastian Date Reported: 12-23-02 Attn: Dave Fisher Report No: 1 (12-107) 1225 Main Street Project No: 02-4941-A-1 Sebastian, Florida 32958 Sampled From: Job Site Sampled By: LB Report of: In -Place Densities: Base Date Sampled: 12-12-02 Project: Laconia Street — State Road 512 Brevard County, Florida Sample Location In -Place Ory Percent of Density Maximum Percent QbarW it) Density Mols ffl 1 Station # 53+50 Left Side Alleyway 125.7 98.8 8.0 2 Station # 48+00 Right Side Alleyway 119.8 94.2' 10.2 3 Station # 50+50 Left Side Alleyway 124.7 98.0 11.0 4 Station # 45+00 Right Side Alleyway 128.8 99.6A 10.5 5 Station # 42+50 Left Side Alleyway 128.3 99.2A 9.8 A Indicates Maximum Density of 129.3 with Optimum Moisture at 9.3% used to calculate. Indicates failure of sample to meet project requirement. Respectfully Submitted, cc: (3) Client Specifications: Project (1) Acct. Requirement: 98% (1) File Type Proctor. MOD Donald M. Tucker Jr., P.E.# 15868 Vice President Max. Density: 127.2 Opt. Moisture (%): 9.9 Sampled By: LB Date Sampled: 12-12-02 All reports are submitted as Confidential property Mtha client, arW auMorimtion for puNi alion of stetenrents, conclusions, or extracts from or re9ardiig our reporla 6 raaerved subject to our written approval. POST BOX 360816 ATLANTIC TESTING LABORATORIES INC. MELBOURNE, FILORIDA 329380816 { (321)259-4141 Testing, Soils and Foundation Engineers E-MAIL : FL: atim 4638 259 ®aol.com Reported to: City of Sebastian Date Reported: 12-23-02 Attn: Dave Fisher Report No: 2(12-117) 1225 Main Street Project No: 02-4941-A-1 Sebastian, Florida 32958 Sampled From: Job Site Sampled By: LB Report of: In -Place Densities: Base Date Sampled: 12-16-02 Project: Laconia Street — State Road 512 Brevard County, Florida Sample Locelbn In-Placa Dry Percent of Density Mavmum Percent (Ibslw ft) Density Moisture 6 Station # 48+00 Right Side Alleyway 124.8 98.1A 10.0 7 Station # 22+00 Left Side Alleyway 129.3 100.0 9.8 8 Station # 26+50 Right Side Alleyway 127.7 98.8 9.3 9 Station # 29+50 Left Side Alleyway 128.3 99.2 8.7 10 Station # 31+25 Right Side Alleyway 127.0 98.2 9.8 11 Station # 35+50 Left Side Alleyway 127.4 98.5 9.0 12 Station # 39+00 Right Side Alleyway 128.1 99.1 8.8 A Indicates Maximum Density of 127.2 with Optimum Moisture at 9.9% used to calculate. Respectfully Submitted, cc: (3) Client Specifications: Project (1) Acct. Requirement: 98% (1) File Type Proctor. MOD Max. Density: 129.3 Donald M. Tucker Jr., P.E.# 15868 Opt. Moisture (%): 9.3 Vice President Sampled By: LB Date Sampled: 12-14-02 All reports am submitted as ConfidenEal property alim client and au orimtion far publication of s44femama, conclusions, or e#mels from or regarding our reports is moarved subject b our written appro,m] POST BOX 360818 ATLANTIC TESTING LABORATORIES, INC. MELBOURNE, FILORIDA 32936-0816 (321)2594141 Testing, Soils and Foundation Engineers 0 FAX:259-4838 EMAIL: allrwm®aol cum Reported to: City of Sebastian Date Reported: 12-23-02 Attn: Dave Fisher Report No: 3 (12-117) 1225 Main Street Project No: 02-4941-A-1 Sebastian, Florida 32958 Sampled From: Job Site Sampled By: LB Report of: In -Place Densities: Base Date Sampled: 12-17-02 Project: Laconia Street — State Road 512 Brevard County, Florida Sample Location Ir Place Dry Percent Of Density Marimum Percent Qbslcu fl) Density MotsWre 13 Station # 19+00 Right Side Alleyway 125.6 98.7 7.8 14 Station # 16+00 Left Side Alleyway 126.4 99.4 8.3 15 Station # 13+00 Right Side Alleyway 125.1 98.3 8.0 16 Station # 10+00 Left Side Alleyway 125.9 99.0 8.9 Respectfully Submitted, cc: (3) Client Specifications: Project (1) Acct. Requirement: 98% (1) File Type Proctor: MOD Max. Density: 127.2 Donald M. Tucker Jr., P.E.# 15868 Opt. Moisture (%): 9.9 Vice President Sampled By: LB Date Sampled: 12-12-02 All reports are submitted as Confidential Property of one client and aubror¢abon (or publication of ststements, conclusions, or eWacls from or regarding our reports is reserved subject to our written approval. ATLANTIC TESTING LABORATORIES, INC. Testing, Soils and Foundation Engineers Reported to: City of Sebastian Attn: Dave Fisher 1225 Main Street Sebastian, Florida 32958 Report of: Moisture -Density Relationship (Proctor) Course: Existing POST OFFICE BOX 360816 MELBOURNE, FLORIDA 329380816 (321) 2594141 FAX: 2594838 E-MAIL: atlrwm®aol.com Date Reported: 12-23-02 Report No: 4(12-84) Project No: 0214941-A-1 Sampled by: LB Sampled from: Job Site Date Sampled: 12-10-02 Tested by: RR Project: Laconia Street — State Road 512 Brevard County, Florida Sample Location Description No 4 Representation of Jobsite Brown & Gray SAND with trace of silt Compaction Specifications: AASHTO T-180 Method A Respectfully Submitted, Max. Density Optimum (Lbs/Cu.F0 Moistwe (%) 110.7 11.9 Donald M. Tucker, Jr. PE #15868 Vice President 12-23-02 0 cc: (2) Client (1) Champion (1) Acct. (1) File All reports are submitted "Con6tlen8al property of the client, and authorization for publication of statements, conclusions, or oMmpls from or regarding our report a reserved subject b, our eat approval. ATLANTIC TESTING LABORATORIES, INC. Testing, Soils and Foundation Engineers POST OFFICE BOX 360816 MELBOURNE, FLORIDA 329360816 (321)'2591141 FAX: 2591836 E-MAIL a8rwm®aol.com Reported to: City of Sebastian Date Reported: 12-23-02 98% Type Proctor: Attn: Dave Fisher Report No: 5(12-84) Opt. Moisture (%): 11.9 Sampled By: 1225 Main Street Project No: 024941-A-1 Sebastian, Florida 32958 Sampled From: Job Site Sampled By: LB Report of: In -Place Densities: Existing Date Sampled: 12-10-02 Project: Laconia Street — State Road 512 Brevard County, Florida Sample Location In -Place Ory Percent of Density Manmum Percent Qbs2u R) Density Moistars 15 Station # 73+50 Right Side Alleyway 108.6 98.1 11.7 16 Station # 75+00 Left Side Alleyway 109.5 98.9 11.0 17 Station # 78+00 Right Side Alleyway 109.0 98.5 11.8 18 Station # 81+00 Left Side Alleyway 109.8 99.2 12.3 19 Station # 84+00 Right Side Alleyway 110.1 99.5 12.0 20 Station # 87+00 Left Side Alleyway 109.3 98.7 11.5 21 Station # 90+00 Right Side Alleyway 108.8 98.3 13.0 Respectfully Submitted, Donald M. Tucker Jr., P. E.# 15868 Vice President RR (2) Client (1) Champion (1) Acct. (1) File Specifications: Project Requirement: 98% Type Proctor: MOD Max. Density: 110.7 Opt. Moisture (%): 11.9 Sampled By: LB Date Sampled: 12-10-02 M reparb am submitted as Confidential Property, of me client end au6ia®tion fer publication of statements, ewxl,eions, at elmac6 from u re9ardiW ear reports is reserved sutyect b our Written aPpr I. ari 0t SES Holla OF PELICAN ISIAND CITY OF SEBASTIAN CHANGE ORDER FORM CHANGE ORDER #: #1 PROJECT NAME: Sebastian Alleyway PURCHASE ORDER # 3865 PROJECT #: N/A CONTRACTOR: Dickerson Florida Inc. PHONE #: 562-1222 ADDRESS: 3340 SE Dixie Hiabway CONTRACT NAME: Wendy R. Brann Stuart, Florida 34997 CONTACT DATE: October 28, 2002 By the signature affixed below, both the City and the Contractor agree to the changes as stipulated herein. Upon proper execution of this document, the Contractor is hereby notified to commence work. All changes stated below are hereby incorporated and made a part of the Contract identified above, and all the terms and conditions of said Contract are enjoined and in full force while executing the change(s) stipulated as follows: 1) $1.121.25 for additional survev and base material 2) $9.405.85 to reconstruct existing side streets 3) $ 575.00 lump sum to install additional 20 If of 15" RCP and cut additional swales Note: This is Change Order #I to the Sebastian Alleyway Project dated November, 2002. A) CONTRACT PRICE PRIOR TO THIS CHANGE NET INCREASE (DECREASE) RESULTING FROM THIS CHANGE NEW CONTRACT PRICE INCLUDING THIS CHANGE ORDER B) CONTRACT TIME PRIOR TO THIS CHANGE (NUMBER OF DAYS) NET INCREASE (DECREASE) RESULTING FROM THIS CHANGE (NUMBER OF DAYS) NEW COMPLETION DATE INCLUDING THIS CHANGE _2_ MO. _28_ DAY 03_ YR AGREED: CONSULTANT: Date: Authorized Signature Aunrovals By City of Sebastian: City Engineer as to engineering Finance Director as to budget City Attorney as to legal CITY OF SEBASTIAN: Authorized City Manager ATTEST: S 282.018.77 $ 11.102.10 $ 293.120.87 90 days 8 98 days Date: General Services Admin. as to contract/procurement Sally A. Mayo, CMC, City Clerk ISON FLORIDA, INC. It Office Drawer 719 art, Florida 34995 _.'-6820 Fax: (561) 287-4660 TO City of Sebastian 1225 Main Street Sebastian, FL 32958 FOLLOWING ITEMS ARE..... [X] Attached Copies 1 1 Pay Request #2 REMARKS COPY TO: file: x/LTRTRANS LETTER OF TRANSMITTAL Date: 20 -Dec -02 Job No.: 13340 Attention: Reference: CR 512 Alleyway Improvements 7n)i1 I rl ..1�/r.;^^ [ � IAhi i ------------- SIGNED: Selena Dewey m C: 6 x'17 n� Z SIGNED: Selena Dewey riease Remit To: Period Ending: Dec 30, 2002 'Dickerson -Florida, Inc. Estimate No. 2 P'O Drawer 719 Project # 3340 Stuart, FL 33495 CR 512 ALLEYWAY (772) 287-6820 IMPROVEMENTS ANALYSIS OF ADJUSTED CONTRACT AMOUNT TO DATE: 1. ORIGINAL CONTRACT AMOUNT $ 282,018.77 2. ADDITIONS TO CONTRACT .00 3. DELETIONS .00 4. ADJUSTED CONTRACT AMOUNT TO DATE $ 282,018.77 ANALYSIS OF WORK PERFORMED: 1. COST OF ORIGINAL CONT WORK TO DATE $ 159,314.32 2. EXTRA WORK PERFORMED TO DATE .00 3. TOTAL COST OF WORK PERFORMED TO DATE 159,314.32 4. LESS RETAINAGE: 10.00% 15,931.43 5. NET AMOUNT EARNED ON CONTRACT WORK TO DATE 143,382.89 6. BILLED ON PREVIOUS ESTIMATES 31,117.25 7. TOTAL OF THIS ESTIMATE NO. 2 112,265.64 STATUS OF ACCOUNT TO DATE: 1. NET AMOUNT EARNED ON CONTRACT TO DATE $ 143,382.89 2. LESS PAYMENTS RECEIVED TO DATE .00 3. BALANCE DUE * $ 143,382.89 CERTIFICATION OF CONTRACTOR I certify that all items and amounts shown on the face of this estimate no. 2, are correct; that all work has been performed and/or materials supplied in full accordance with the terms and conditions of CITY OF SEBASTIAN (Owner) and Dickerson -Florida, Inc. (Contractor), dated Dec 0, 0000; that the item for which ent is requested have not been paid and there is no vendors, me ics, oror eliens or conditional sales contracts which should be satis- f e or dis ar ed efore such payment i :lam Commission#DDotsa132 Bernie Barrile — t• Expires 91 Vice President Bonded throuy8 .(800-4324250) Florida Notary Assn., Inc!Date: Dec 30 2002 MM.........................................x CERTIFICATION OF CONSTRUCTION ENGINEER I certify that I have checked and verified this Estimate No. 2 and that to the best of my knowledge and belief, it is true and correct statement of work performed and materials supplied by the contractor, and that the contractors certified statement of this account and the amount due him is correct. BY: y.k( r,� FOR: CA� 6t TITLE: c*L ' VP° koe' DATE: P.D. #_aRla . Project #: d-49 0 y SiCj�% RPT-CB1003 Page- 1 Please Remit To: Dickerson -Florida, Inc. Contractor's Request For Payment Job# 3340 P 0 Drawer 719 Owner: CITY OF SEBASTIAN Stuart, FL 33495 1225 14AIN STREET Per.Begin 12/01/2002 SEBASTIAN, FL 32958 Return By: 12/25/2002 Per. End 12/30/2002 Project: CR 512 ALLEYWAY Estimate# 2 IMPROVEMENTS Supt: Wendy Brann I Contract I Quantities I Amount (B! _ 16 Com. Code I Item I Quantity Unit Unit Priceilotal Amount] Previous I current i Total I Previous I Period I To Date I To dace I I 1.00ICONSTRUCT, SURVEY & RECORI 1.00 LS I 11102.0001 I 11102.00 1 I _ .20 1 I .50 1 I I .70 1 I 2220.40 1 I I 5551.00 1 I I 7771.40 1 I 706, 1 I 2.001MOBILIZATION/DEMOBILIZATII 1.00 LS I 39517.5501 I 39517.55 1 I .20 1 .30 1 I .50 1 1903.51 1 I 11855.27 1 I 19758.78 1 I 506 I I 3.00IMOT 1 1.00 L3 I 5551.0001 I 5551.00 1 I .20 1 I .50 1 I .70 1 1110.20 1 2775.50 1 3885.70 1 706 4.00IPREVENTION, CONTROL & ARAI 1.00 LS 1110.2001 1110.20 1 .20 I .30 1 I _.50 I 222.04 1 333.06 1 I I 555.10 1 I 50%. I I 5.00ICLEARING & GRUBBING 1 4.30 AC I 3330.6001 I 14321.58 1 2.00 I 2.30 I 4.30 1 I 6661.20 1 7660.38 1 I 14321.58 1 f I 1006 I I 6.00IRELOCATE MAILBOX 1 1.00 EA I 111.0201 I 111.02 1 I .00 1 .00 I _ _.00 1 .00 1 .00 1 .00 1 0%. 7.001EMBAN101ENT I 1.00 LS 59950.8201 59950.82 1 .15 1 .55 1 I .70 1 I 8992.62 1 32972.95 1 I 41965.57 1 I I 706 I I 8.00IOPTIONAL BASE GROUP 1 1 140.00 BY I 5.3801 I 753.20 1 I .00 1 .00 1 I .00 1 I .00 1 .00 I 1 .00 1 I I 06, I I 9.00IOPTIONAL BASE GROUP 6 1 12218.00 BY I 5.5501 67809.90 1 I I 1345.00 1 I 7180.00 1 I 8525.00 1 I 7464.75 1 39849.00 I 1 47313.75 1 I I 706, I I 10.0011 1/2" TYPE S 1 12356.00 3Y I 3.9401 I 48690.52 1 .00 1 1 6026.00 1 1 6026.00 1 1 .00 1 23742.44 1 1 23742.44 1 1 1 496. 1 1 ll.00ITYPE C DITCH BOTTOM INLETI 2.00 EA 1 1332.2401 2664.48 1 1 .00 1 .00 1 1 .00 1 1 .00 1 .00 1 1 .00 1 1 1 06, I I 12.00115" CORR ALUM CULVERT PIP[ 36.00 LF I 33.3101 1199.16 1 1 1 .00 1 I .00 1 .00 1 I .00 1 .00 I 1 .00 1 I I 06, I I 13.0014" PVC (SCH 80) 1 9.00 LF I 11.1001 99.90 I 1 .00 1 I .00 1 .00 1 I .00 1 .00 I 1 .00 1 I I 0% I I 14.0018" PVC ISCH 80) 1 20.00 LF I 16.6501 333.00 I I 1 .00 1 I .00 1 I .00 1 I _ .00_ _1 .00 I 1 .00 1 I 0% I I I 15.00IBOLLARDS 1 10.00 EA I 138.7801 1381.80 I I 1 .00 1 I .00 1 I .00 1 I .00 1 .00 I 1 .00 1 I OB I I I 16.0014" CONC SIDEWALK 1 29.00 3Y I 24.4201 708.18 I 1 .00 1 .00 1 .00 1 I .00 1 .00 I 1 .00 1 I 0% I I I 17.0016" CONC SIDEWALK 1 116.00 SY I 33.3101 3863.96 I I 1 .00 1 I .00 1 I _ .00 1 I .00 1 .00 I 1 .00 1 I O% I I I 18.00IRIPRAP RUBLE 20.00 BY I 111.0201 2220.40 I I 1 .00 1 I .00 1 I .00 1 I .00 1 .00 I 1 .00 I 1 04 I I I 19.001RESETTING GUARDRAIL I 1.00 LS I 3108.5601 3108.56 I 1 .00 1 .00 1 .00 1 .00 1 .00 [ .00 1 04 20.00IBAHIA SOD I 10100.00 BY 1.2001 12120.00 1 .00 1 I .00 1 1 .00 1 .00 1 1 .00 I 1 .00 I 1 04 I I I 21.00ISINGLE POST SIGNS I 26.00 EA I 166.5301 4329.78 I 1 .00 1 .00 1 .00 1 .00 1 .00 1 .00 1 0%. RPT-CE1003 Project: CR 512 ALLEYWAY IMPROVEMENTS Page- 2 Estimate# 2 1 Contract I Quantities I Amount ISI 1 8 Come Code I Item I Quantity Unit Unit PriceITOtdl Amount) Previous I Current I Total I Previous I Period I To Date I To Data I I 22.001TNERMO DIRECTIONAL ARROW I I I 16.00 EA 66.6101 1065.76 1 .00 I 1 .00 1 I I I .00 1 .00 1 .00 1 I I I I .00 1 of I Sub -Total I I 1 282018.77 1 1 39579.72 1 129739.60 1 159319.32 1 568 1_1 I I I I Grand Totals 1282018.17 1 I 39579.72 1 129739.60 1 159319.32 1 568 WARNING TO OWNER: UNDER FLORIDA LAW, iYOUR ptFAILURE TOMAKESURE THAT WE ARE PAID MAY RESULT IN A LIEN Af �Y��II�PF P �SY�ORPY 7 88 55 EVERY T1NiE Y V� XJI%6W,Ui�JRRP iI VRITTEN RELEASE �►I N111y l�l��l�ll►I I a:a_hl►I lel I ly 1�1K�J►I I I:�ely l�J:i S CITY OF SEBASTIAN Certified Mail # 7101 0412 3440 0804 3132 AND NOTICE TO CONTRACTOR )WNER: ATTN: PUBLIC WORKS DEPT MANAGE 1225 MAIN STREET SEBASTIAN FL 32958 The undersigned hereby Informs yO"Wthetfly g-pAEiaLtLqiQkservices or materials as follows: For IffffgFXgW11,dWAVM1 property described as: CITY OF SEBASTIAN -ALLEYWAY IMPROVEMENTS CITY OF SEBASTIAN PUBLIC WORKS PROJECT LOCATED AND DESCRIBED PO #3865 BOND #431220 DFI# 3340 SEBASTIAN INDIAN RIVER COUNTY FLORIDA Under an order given by: CHAMPION CONTRACTING FTP Florida law prescribes the serving of this Notice and restricts your right to make payments under your contract in accordance with Section 713.06 Florida Statutes. Pursuant to Florida Statute 71g3�.1�6((1) please pfurnish ta copy of your direct contract with the contractor. Responsibility for copy costs is acknowledge r� t f�VIL �nCO�IP J�7 BASELINE �UURT IAMR FLORIDA 33637 IMPORTANT INFORMATION FOR YOUR PROTECTION Under Florida's law, those who work on your property or provide materials and are not paid have a right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payments, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. PROTECT YOURSELF RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. LEARN more about the Construction Lien Law, Chapter 713, Part I, Florida Statutes, and the meaning of this notice by contacting an attorney or the Florida Department of Business and Professional Regulation. If a payment bond exists for this project, this notice shall serve as the preliminary notice of intention to make claim against any such bond(s). Request for a copy of the bond(s) is hereby made, with acknowledgment of responsibility for copy costs. Failure to furnish the requested copy may have adverse consequences as described in Florida Statutes 713.23, 713.245, 255.05 RENTAL SERVICES CORP The undersigned will look to contractors bond for protection of the work. FIRM: 7907 BASELINE COURT TAMPA FLORIDA 33637 By: jfx - 0.r-n•a.Q� UJames A. Carmel, Agent WO# 1215926D DATE: 01/16/03 BATCH: 010783 ID: REN60T REQ: 0057996 Certified: 7101 0412 3440 0804 3156 SURETY AGENCY LLC 20 S SPRUCE ST STE 301 ASHEVILLE INC 28801 Certified: 7101 0412 3440 0804 3149 GC DICKERSON FLORIDA INC PO DRAWER 719 STUART FL 34995 CHAMPION CONTRACTING FTP 9065 ELLIS ROAD MELBOURNE,FL 32904 To assemble manually, fold A to A then fold B to B. Cnra P HOME OF PELICAN ISLAND GENERAL SERVICES ADMINISTRATOR (A DIMSION 07' THE OFFICE OF THE Cln' M&NA ,C'7- 2) 1225 IVIAIN'7REET - SEBASTIAN, FLORIDA 32958 LEFHONE ---)38-3-9241 FF X (772-581-0149 NOTICE TO PROCEED ALLEYWAY IMPROVEMENTS DATE: November 12. 2002 TO: Larry T. Dale, President Dickerson Florida, Inc. 3340 SE Dixie Hwv Stuart. Florida 34997 COPY You are hereby notified to commence work on November 18, 2002 perthe terms and conditions of the signed Agreement dated October 28, 2002. The agreement warrants completion time of 90 consecutive calendar days from the commencement date stated herein. The Project Manager is David Fisher. Citv Enaineer All substantial communication pertaining to this project should be directed to him. His phone number is 772-388-8223. We look forward to working with you on this project. Paul Wagner, eral Services Administrator Cc: Terrence Moore David Fisher Terry Hill Jesus Vieiro CID' 0r 1225 MAINOA EETor SEBASTIAN, ISLUO TELEPHON : -ORID E (772) 589 5330 • FAX (21589 32-956 October 28, 2002 eside� T' Dale 30 Dickerson Florid Inc. Dixie Ste, FI 34997Eb'hway «N®Tl� QFA�ARD'� DoarAjr the R Dale: �• CR 512 A leyway �Provements At gular the Improv tea° CtY City °�d M dents Bid Council awe field on Wednesday, m the ed Dickerson ` grelosed for Yom' Signa annount of$282,018.77. Inc, Sbe 2002, me�bets tur, of execnt�pleas retain the cOn3 of se fiud °ne (1) o "art' 1'I' the �.Yway Ify General OS need COPY and reth o d Dicke and one (i) eo serely, a ces ar 772-3 g'01141;203. 00� �' A�enFlorid� Inc �� f the Please feel free to contact Paul W � once of finer General S�lOes Ad�,,_�� Elosnre "motor C B6 8 �9 Dom) �m'EnjPioYer" �nive�yery HOME Of a?UrAN� ISLAND PIJRCHS gVICES GENERAL FLORIDA 32958 1225 MAIN 'TRE 38 - 241 FAX (772) 581-0149 TELEPHONE (772 589-0743 FAX (772) 589-6880 TELEPHONE( ) ADDENDUM # 2 ALLEYWAY IMPROVEMENTS DATE: October 8, 2002 TO: All Bidders This Addendum hereby becomes an integral part of the bid under consideration by you as a respondent. The City of Sebastian deems all sealed bids to have been proffered in recognition t. the entire bid package- including all issued addenda. This Addendum is being sent to you via "fax". Should you have any question pertaining to this Addendum, please contact me at 772-589-0743. ADDENDUM MESSAGE In order to comply with Indian River County requirements, the returns on both Alleyway and CR 512 connections have revised to reflect 25 feet radii. In addition, this change requires the relocation of a guardrail as shown on Alleyway Improvement Plans sheet 10, Revision 1. Accordingly, a new item of work and pay item is hereby added, and it is described as follows: • Item 538-1 Resetting Guardrail: The bid price for this item shall include, but not limited to Section 538 - Resetting Guardrail, as well as all labor, material, equipment, incidental items for resetting guardrail, End Treatment resetting and adjustment of Flared End Section. The basis of payment for Resetting Guardrail shall be LUMP SUM. 2. Alleyway Improvement Plans sheets 2, 9, 10 and 21 have been revised and are attached for your use. All changes shown under Revision 1 on the previously indicated sheets become hereby part of this bid and are to be included in the contractor's bid prices. 3. The Revised Bid Price Proposal Form pages (2) including the new bid item and changing some of the bid quantities are also attached, and shall be submitted with your bid. 4. Contractors interested in accessing the project CAD file may do so by using the following link: ftn://www.kimlev-hom.com/sebastian%20Allev%20lmnrovements/ 5. ALL OTHER TERMS AND CONDITIONS REMAIN THE SAME. 6. This page must be submitted signed, as acknowledgement of receipt, with your bid. �O Receip owledged by, Bidders Signature Je M. Vieiro, Buyer urchasing Firm Name aff,f SIEBASTMN HOME OF PELICAN ISLAND PURCHASING GENERAL SERVICES 1225 MAIN STREET- SEBASTIAN, FLORIDA 32958 TELEPHONE (772) 388-8241 FAX (772) 581-0149 TELEPHONE (772) 589-0743 FAX (772) 589-6880 ADDENDUM # 1 ALLEYWAY IMPROVEMENTS DATE: October 2, 2002 TO: All Bidders This Addendum hereby becomes an integral part of the bid under consideration by you as a respondent. The City of Sebastian deems all sealed bids to have been proffered in recognition of the entire bid package- including all issued addenda. This Addendum is being sent to you via "fax". Should you have any question pertaining to this Addendum, please contact me at 772-589-0743. ADDENDUM MESSAGE 1. Sebastian Highlands Alleyway Spot Elevations sheets 1 thru 9, showing the existing grades along the Alleyway, are attached for your use. 2. All excess excavated fill shall be removed and disposed of by the contractor. 3. ALL OTHER TERMS AND CONDITIONS REMAIN THE SAME. 4. This page must be submitted signed, as acknowledgement of receipt, with your bid. N by, Bidders ature Jes s M. J�drchasing L64 -7t Vieiro, Buyer Di c%(° e.sr, , Fl, -)I, /, do, In c Firm Name UTY OF SEBASTIAN - BID PROPOSALS ALLEYWAY IMPROVEMENTS- SEPTEMBER 2002 BID PROPOSAL PRICE FORMO0/08/02) The undersigned having become thoroughly familiar with all of the Bidding Documents incorporated herein, the project site and the location conditions, and time schedule affecting the work, hereby proposes to perform everything required to be performed in strict conformity with the requirements of these documents, and to provide and furnish all the supervision, labor, materials, tools and equipment necessary to provide the services meeting or exceeding the specifications as set forth herein for the price(s) quoted below. The price(s) quoted is(are) inclusive of any Addenda which may be issued. By the signature below, the Contractor agrees that this Bid Proposal is made without any other understanding, agreement, or connection with any person, corporation, or firm submitting a bid for the same purpose and that the bid is in all respects fair and without collusion or fraud. If awarded any work under this bid proposal, the Contractor agrees to enter into said agreement within ten (10) consecutive calendar days notice by the City, and agrees to all the terns and conditions of all documents stated herein with the City of Sebastian for the below stipulated price which shall remain firm for sixty (60) days following bid opening date. ITEM NO. DESCRIPTION 100-1 Construct. Surveying & Record Drawings 101-1 Mobilization/Demobilization 102-1 Maintenance of Traffic 285-701 Prevention, Control & Abatement of 104-2 Erosion & Water Pollution 110-1-1 Clearing & Grubbing 110-7-1 Mailbox (Relocation) 120-6A Embankment 285-701 Optional Base (Base Group 1) 285-706 Optional Base (Base Group 6) 331-72-14 Type S Asphaltic Concrete (I %2 ") 425-1-521 Type `C' Ditch Bottom Inlet (<10') 430-84-023 Corrugated Aluminum Pipe Culvert (15") 430-96-513 4" PVC (SCH 80) EST. UNIT QUAN. MEASURE 1 LS 1 LS I LS 1 LS 4.30 AC 1 EA 1 LS 140 SY 12,218 SY 12,358 SY 2 EA 36 LF 9 LF UNIT PRICE AMOUNT $ 1 o& P$ N1102 -,0o $'i l ,a5$ 3Y.517.7S $7Tz $ SSSt.00 $ 1,11O,2-0 $ 0 $11-3-30160 $ $ 10.0 $ 1!1.02- $ Sq 9S-4" ?$ 59,1ra0.82 $ 5.3S $ `7 53. u $ S.SS $ !a f.eFi.5G5 $ 3 Aq $ 4E, $ ; 3L iif $ t- 64.4s $ 33..31 $ f.1C/9,I& $ 11,10 $ 19. q0 430-96-518 8"PVC (SCH80) 20 LF $ ��.�'� $ h33.o0 519-78 Bollards 10 EA $ p"„0,7^n $ 1.36 % %O 522-1 Concrete Sidewalk (4" Thick) 29 SY $ 2l+,tt[ $ 71c'5 i H 522-2 Concrete Sidewalk (6" Thick) 116 SY $ d, $ 3. S63. [ 7 530-3-4A Riprap Rubble (Ditch Lining) 20 SY $ i ll.az $ ?_ 2-2o, 4u 538-1 Resetting Guardrail 1 LS $ 3 . OB (& $ 3 1 O £:. ---s(c. 575-1-1 Sodding (Bahia) 10,100 SY $ 1,2,o $ 12 2-(D.00 700-40-1 Single Post Signs 26 EA $ I(6.�3 $ 711-4 Directional Arrow (Thermoplastic) 16 EA $ jvfv . $ GRAND TOTAL $ 2e' 2--otS,17q NOTES: • The Quantities indicated on this Bid are estimated and shall only be used for the purpose of Bid Evaluation and Award. The estimated Bid Quantities do not constitute a guarantee of work. The Vendor agrees that that the prices quoted have taken in consideration that the Actual Quantities may exceed or may be lower than the estimated Quantities indicated on this Bid. • Bid award(s) will be based on the Lowest GRAND TOTAL Amount, providing the Bidder is both responsible and responsive. CONTRACTOR WARRANTS TOTAL CONTRACT COMPLETION TIME SHALL NOT EXCEED w CONSECUTIVE CALENDAR DAYS. Authorized Signature_ Firm Name & Address 33Y.0 .S� i()tutE ktah Printed Name �T2`rCtnc n.lrt- Title (7 J Zk-?- (�1K2-C) Phone Number Date signed ( t) — 15 —C) Z CONSTRUCTION SERVICES AGREEMENT ARTICLE I - The Contractual Relationship 1.0 EMPLOYMENT OF CONTRACTOR 2.0 AGREEMENT DOCUMENTS. 2.1 INTENT 2.2 ENTIRE AND SOLE AGREEMENT 2.3 AMENDMENTS 2.4 CONSTRUING TERMS 2.5 GOVERNING LAW AND WAIVER OF TRIAL BY JURY 2.6 TERM 3.0 DEFINITION OF TERMS 3.1 GENERAL 3.2 ACT OF GOD 3.3 ADDENDUM 3.4 AGREEMENT 3.5 A.S.T.M. DESIGNATION 3.6 BID or PROPOSAL 3.7 BID BOND or PROPOSAL GUARANTEE: 3.8 BIDDER 3.9 CHANGE ORDER 3.10 CONTRACT ADDENDUM 3.11 CONTRACTOR 3.12 DIRECTED, ORDERED, APPROVED & ETC. 3.13 ENGINEER 3.14 GENERAL CONDITIONS 3.15 INSPECTOR 3.16 LABORATORY 3.17 OWNER 3.18 PERFORMANCE AND PAYMENT BONDS: 3.19 PLANS 3.20 PROPOSAL 3.21 SPECIAL CONDITIONS 3.22 SPECIFICATIONS 3.23 SUBCONTRACTOR 3.24 SUPPLEMENTAL AGREEMENT 3.25 SURETY 3.26 WORK 3.27 WORK ORDER � of ARTICLE H - Performance 4.0 PLANS, SPECIFICATIONS AND RELATED DATA 4.1 INTENT OF PLANS AND SPECIFICATIONS 4.2 CONFLICT 4.3 DISCREPANCIES IN PLANS 4.4 DRAWINGS AND SPECIFICATIONS AT JOB SITE 4.5 DIMENSIONS 4.6 SAMPLING AND TESTING 4.7 SHOP DRAWINGS 4.8 QUALITY OF EQUIPMENT AND MATERIALS 4.9 EQUIPMENT APPROVAL DATA 4.10 SUBSTITUTION OF EQUIPMENT AND/OR MATERIAL 5.0 MATERIALS AND WORKMANSHIP 5.1 MATERIALS FURNISHED BY THE CONTRACTOR 5.2 STORAGE OF MATERIALS 5.3 REJECTED WORK AND MATERIAL 5.4 MANUFACTURER'S DIRECTION 5.5 SKILL AND CHARACTER OF WORKMEN 5.6 CUTTING AND PATCHING 5.7 CLEANING UP 5.8 CITY'S OWNERSHIP OF MATERIALS 5.9 GUARANTEE 6.0 CONSTRUCTION STAKING TO BE PERFORMED BY CONTRACTOR 6.1 PERSONNEL, EQUIPMENT AND RECORD REQUIREMENTS 6.2 CONTROL POINTS FURNISHED BY THE CITY 6.3 FURNISHING OF STAKE MATERIALS 6.4 LAYOUT OF WORK 6.5 SPECIFIC STAKING REQUIREMENTS 6.6 PAYMENT 6.7 COORDINATION WITH CITY 6.8 LOCATION OF EXISTING UTILITIES AND PIPING 7.0 PROGRESS AND COMPLETION OF WORK 7.1 CONTRACTOR'S OBLIGATIONS 7.2 START OF CONSTRUCTION 7.3 CONTRACT TIME 7.4 SCHEDULE OF COMPLETION 7.5 COORDINATION OF CONSTRUCTION/PRECONSTRUCTION CONFERENCE 7.6 PROPERTY OF OTHERS A. Public Ownership B. Private Ownership 7.7 PROTECTION OF EXISTING UTILITIES AND FACILITIES 7.8 CROSSING PUBLIC FACILITIES 7.9 CHANGES IN THE WORK 7.10 EXTENSION OF CONTRACT TIME 7.11 CORRECTION OF WORK 7.12 LIQUIDATED DAMAGES 8.0 PUBLIC HEALTH AND SAFETY 8.1 PROTECTION OF PERSONS AND PROPERTY A. Safety Precautions and Programs B. Safety of Persons and Property 8.2 TRAFFIC CONTROL 8.3 ROAD CLOSURE AND DETOURS 8.4 PROVISION OF ACCESS 8.5 WARNING SIGNS AND BARRICADES 8.6 OPEN TRENCHES 8.7 PLACEMENT OF HEAVY EQUIPMENT 8.8 TEMPORARY FACILITIES AND CONTROLS 8.9 SANITARY PROVISION 8.10 WATER SUPPLY 8.11 NOISE CONTROL 8.12 DUST CONTROL 8.13 WATER CONTROL 8.14 POLLUTION, SILTATION AND EROSION CONTROL Article IH - Supervision and Administration 9.0 ENGINEER, CITY, CONTRACTOR RELATIONS 9.1 ENGINEER'S RESPONSIBILITY AND AUTHORITY 9.2 ENGINEER'S DECISION 9.3 SUSPENSION OF WORK 9.4 CONSTRUCTION REVIEW OF WORK 9.5 FIELD TESTS AND PRELIMINARY OPERATION 9.6 EXAMINATION OF COMPLETED WORK 9.7 CONTRACTOR'S SUPERINTENDENT 9.8 CITY'S RIGHT TO CORRECT DEFICIENCIES 9.9 CITY'S RIGHT TO TERMINATE CONTRACT AND COMPLETE WORK 9.10 RIGHTS OF VARIOUS INTEREST 9.11 SEPARATE CONTRACTS 9.12 SUBCONTRACTS AND PURCHASE ORDERS 9.13 WORK DURING AN EMERGENCY 9.14 ORAL AGREEMENTS 9.15 NIGHT, SATURDAY AND/OR SUNDAY WORK 9.16 UNAUTHORIZED WORK 9.17 USE OF COMPLETED PORTIONS OF THE WORK 9.18 CONTRACTOR'S RESPONSIBILITY FOR WORK 10.0 MEASUREMENT AND PAYMENT 10.1 DETAILED BREAKDOWN OF CONTRACT 10.2 REQUEST FOR PAYMENT 10.3 CITY'S ACTION ON A REQUEST FOR PAYMENT 10.4 CITY'S RIGHT TO WITHHOLD PAYMENT 10.5 PAYMENT FOR UNCORRECTED WORK 10.6 PAYMENT FOR REJECTED WORK AND MATERIALS 10.7 CHANGES IN THE WORK A. Change Orders B. Claims C. Differing Site Conditions 10.8 CANCELED ITEMS OF WORK 10.9 PAYMENT FOR WORK SUSPENDED BY THE CITY 10.10 PAYMENT FOR WORK BY THE CITY 10.11 PAYMENT FOR WORK BY CITY FOLLOWING TERMINATION A. Termination by City for Cause B. Termination by City Without Cause 10.12 TERMINATION OF CONTRACTOR'S RESPONSIBILITY 10.13 RELEASE OF CLAIMS (INTERIMTINAL) 10.14 ACCEPTANCE AND FINAL PAYMENT 10.15 SATISFACTION OF WARRANTY WORK AFTER FINAL PAYMENT 11.0 PUBLIC CONTRACT REQUIREMENTS 11.1 COVENANT AGAINST CONTINGENT FEES 11.2 INTEREST OF MEMBERS OF CITY AND OTHERS 11.3 CERTIFICATION OF RESTRICTIONS ON LOBBYING 11.4 INTEREST OF CONTRACTOR 11.5 PUBLIC ENTITY CRIMES 11.6 DRUG-FREE WORKPLACE 11.7 COMPLIANCE WITH LAWS 11.8 INSURANCE 11.9 BOND 11.10 PERMITS 11.11 LAWS TO BE OBSERVED 11.12 DEBARMENT AND SUSPENSION 12.0 MISCELLANEOUS 12.1 ADDRESSES FOR NOTICES 12.2 WRITTEN NOTICE 12.3 TAXES 12.4 TIME IS OF VITAL IMPORTANCE 12.5 NO WAIVER OF LEGAL RIGHTS 12.6 RIGHT TO WORK PRODUCT iv CONSTRUCTION SERVICES AGREEMENT THIS AGREEMENT made this 28th day of October, 2002, by and between the CITY OF SEBASTIAN, a municipal corporation of the State of Florida, 1225 Main Street, Sebastian, Florida, 32958, ("City") and Dickerson Florida. Inc.. 3340 SE Dixie Hwv. Stuart. Florida. 34997. a Florida corporation authorized to do business in the State of Florida, ("Contractor.") WHEREAS, the City desires to engage a Florida licensed contractor who has special and unique competence and experience in performing paving and drainage services necessary to complete the Project hereunder; and WHEREAS, the Contractor represents that it has such competence and experience in providing these services; and WHEREAS, the City in reliance on such representation has selected the Contractor in accordance with its procedure for selection of Contractor; and WHEREAS, the City and the Contractor desire to reduce to writing their understanding and agreements on such professional services. IT IS, THEREFORE, AGREED as follows: ARTICLE I - The Contractual Relationship 1.0 EMPLOYMENT OF CONTRACTOR The City hereby agrees that it may engage the Contractor and the Contractor hereby agrees to perform professional services for the City in accordance with the Bid and this Agreement. This Agreement is not an exclusive agreement and the City may employ other contractors, professional or technical personnel to famish services for the City as the City in its sole discretion finds is in the public interest. The Agreement shall not be construed to create a contractual relationship of any kind between the City and the Subcontractor(s), or, between any person or firm other than the City and Contractor. The Contractor shall not sell, transfer, assign or otherwise dispose of the Contract or any portion thereof; or of his right, title of interest therein or his obligations thereunder, or moneys due or to become due under this Contract. 2.0 AGREEMENT DOCUMENTS The Agreement Documents (also called CONTRACT DOCUMENTS) consist of this Agreement, Supplemental Agreement(s), Request for Bid Documents, Contract Proposal, Bond Forms, Plans and Technical Specifications, Work Orders, Change Orders, Addenda if any, any other documents listed in the Agreement Documents, and written modifications issued after execution of this Agreement, if any. I 2.1 INTENT The Specifications are an integrated part of the Contract Documents and as such will not stand alone if used independently. The Specifications establish minimum standards of quality for this Project. They do not purport to cover all details entering into the design and construction of materials or equipment. The intent of the Agreement Documents is to set forth requirements of performance, type of equipment and structures, and standards of materials and construction. It is also intended to include all labor and materials, equipment, and transportation necessary for the proper execution of the Work, to require new material and equipment unless otherwise indicated, and to require complete performance of the Work in spite of omission of specific reference to any minor component part and to include all items necessary for the proper execution and completion of the Work by the Contractor. Performance by the Contractor shall be required only to the extent consistent with the Agreement Documents and reasonably inferable from them as being necessary to produce the intended results. 2.2 ENTIRE AND SOLE AGREEMENT Except as specifically stated herein, the Agreement Documents constitute the entire agreement between the parties and supersede all other agreements, representations, warranties, statements, promises, and understandings not specifically set forth in the Agreement Documents. Neither party has in any way relied, nor shall in any way rely, upon any oral or written agreements, representations, warranties, statements, promises or understandings not specifically set forth in the Agreement Documents. 2.3 AMENDMENTS The parties may modify this Agreement at any time by written agreement. Neither the Agreement Documents nor any term thereof may be changed, waived, discharged or terminated orally, except by an instrument in writing signed by the parry against which enforcement of the change, waiver, discharge or termination is sought. 2.4 CONSTRUING TERMS This Agreement shall not be construed against the party who drafted the same, as both parties have obtained experts of their choosing to review the legal and business adequacy of the same. 2.5 GOVERNING LAW AND WAIVER OF TRIAL BY JURY This Agreement shall be governed by the laws of the State of Florida, and any venue for any action pursuant to the Agreement Documents shall be in Indian River County, Florida. The parties hereto expressly waive trial by jury in any action to enforce or otherwise resolve any dispute arising hereunder. No This Agreement shall commence on the day it is executed by both parties and the term of the Agreement shall extend until the Project is complete unless terminated in accordance with the terms hereunder. 3.0 DEFINITION OF TERMS 3.1 GENERAL Whenever the following terms appear in these Agreement Documents, their intent and meaning shall, unless specifically stated otherwise, be interpreted as shown. 3.2 ACT OF GOD The words "Act of God" mean an earthquake, flood, hurricane (or other named tropical event), tornado or other cataclysmic phenomenon of nature. Rain, Wind or other natural phenomenon (including tropical waves and depressions) of normal intensity for the locality shall not be construed as an Act of God. 3.3 ADDENDUM (re: bid documents) A modification of the plans or other contract documents issued by the Owner and distributed to prospective bidders prior to the opening of bids. All Addenda shall be considered as part of the Contract Documents. 3.4 AGREEMENT A written agreement between the Contractor and Owner defining in detail the work to be performed. The words Agreement and Contract, are one and the same. 3.5 A.S.T.M. DESIGNATION Wherever the letters "A.S.T.M." are used in the Specifications, it shall be understood as referring to the American Society for Testing Materials. When reference is made to a certain Designated Number of a specification or test as set out or given by the American Society for Testing Materials, it shall be understood to mean the current, up-to-date standard specification or tentative specification for that particular process, material or test as currently published by that group. 3.6 BID or PROPOSAL The bid or proposal is the written offer of a Bidder to perform work described by the contract documents when made out and submitted on the prescribed proposal form 7 properly sealed and guaranteed. The bid or proposal shall be considered as part of the Contract Documents. 3.7 BID BOND or PROPOSAL GUARANTEE: Bidder shall submit a Bid Bond or Proposal Guarantee in the amount of 5% of the Base Bid, in the form of a Cashier's Check, Unconditional Irrevocable Letter of Credit drawn in favor of the City of Sebastian on a National Bank, or a bond from a surety company duly licensed in the State of Florida 3.8 BIDDER An individual, partnership, or corporation submitting a proposal for the work contemplated; acting directly or through a duly authorized representative. 3.9 CHANGE ORDER A written order issued to the Contractor by the City and covering changes in the plans, specifications, or scope of work when the amount of work changed is not deemed sufficient to require a supplemental agreement, or adjustments in the Contract Price or Contract Time. 3.10 CONTRACT ADDENDUM A special written provision modifying or clarifying the terms and conditions of the Contract. The Contract Addendum shall be considered as part of the contract documents. 3.11 CONTRACTOR The word "Contractor" shall mean an individual, partnership, or corporation, and his, their or its heirs, executors, administrators, successors and assigns, or the lawful agent of any such individual, firm, partnership, covenant or corporation, or his, their or its surety under any contract bond, constituting one of the principals to the Contract and undertaking to perform the work herein. 3.12 DIRECTED, ORDERED, APPROVED & ETC Wherever in the Agreement Document the words "directed", "ordered", "approved", "permitted", "acceptable", or words of similar import are used, it shall be understood that the direction, order, approval or acceptance of the Owner is intended unless otherwise stated. E 'N. 3.13 ENGINEER A Professional Engineer duly licensed and registered in the State of Florida and designated by the City as Engineer. The City may designate a staff member as Engineer who is not licensed. 3.14 GENERAL CONDITIONS The directions, provisions and requirements contained within the Agreement Documents, all describing the general manner of performing the Work including detailed technical requirements relative to labor, material equipment, and methods by which the Work is to be performed and prescribing the relationship between the City and the Contractor. 3.15 INSPECTOR A duly authorized representative of the City assigned to make official inspections of the materials furnished and of the work performed by the Contractor. 3.16 LABORATORY Any licensed and qualified laboratory designated by or acceptable to the Owner to perform necessary testing of materials. 3.17 OWNER City of Sebastian 3.18 PERFORMANCE AND PAYMENT BONDS Contractor shall submit bonds in the form prescribed by State Law, and generally as shown on sample forms herein, for Performance and Payment, each in the amount of 100% of the Contract Amount. 3.19 PLANS The official, approved plans, including reproduction thereof, showing the location, character, dimensions and details of the work to be done. All shop drawings submitted by the Contractor shall be considered as part of the contract documents. 3.20 PROPOSAL The proposal or bid is the written offer of a Bidder to perform the work described by the Contract Documents when made out and submitted on the prescribed proposal form, properly signed and guaranteed. The proposal or bid shall be considered as part of the contract documents. 3.21 SPECIAL CONDITIONS Special clauses or provisions, supplemental to the Plans, Standard Specifications and other contract documents, setting forth conditions varying from or additional to the Standard Specifications for a specific project. 3.22 SPECIFICATIONS The directions, provisions, and requirements together with all written agreements made or to be made, setting forth or relating to the method and manner of performing the Work, or to the quantities and qualities of materials, labor and equipment to be furnished under the Agreement. 3.23 SUBCONTRACTOR An individual, partnership or corporation supplying labor, equipment or materials under a direct contract with the contractor for work on the project site. Included is the one who supplies materials fabricated or formulated to a special design according to the plans and specifications for the particular project. 3.24 SUPPLEMENTAL AGREEMENT A written understanding, or proposal and acceptance, executed between the City and the Contractor subsequent to execution of the Agreement herein with the written consent of the Contractor's Surety, relating to the work covered by the Agreement and clarifying or furthering the terms thereof. A modification to the Agreement shall be made by Contract Addendum 3.25 SURETY Surety is a corporation qualified to act as surety under the laws of Florida, who executes the Contractor's Performance and Payment Bonds and is bound with the Contractor for the acceptable performance of the contracted work and for the payment of all debts pertaining thereto. 3.26 WORK, (The) or PROJECT, (The) The public improvement contemplated in the Plans and Specifications, and all actions necessary to construct the same. 3.27 WORK ORDER Work orders are work instructions including specification and plans that show the location, character, dimensions and details to the work to be done. Work orders are specific instructions, of limited scope, that will be a part of this contract. Work orders shall be considered as part of the contract documents. 10 ARTICLE H - Performance 4.0 PLANS, SPECIFICATIONS AND RELATED DATA 4.1 INTENT OF PLANS AND SPECIFICATIONS The intent of the Plans, Specifications, Work Orders and other Contract Documents is that the Contractor furnishes all labor and materials, equipment, supervision and transportation necessary for the proper execution of the Work unless specifically noted otherwise. The Contractor shall do all the work shown on the Plans and described in the Specifications and other Contract Documents and all incidental work considered necessary to substantially complete the Work ready for use, occupancy, or operation in a manner acceptable to the City. 4.2 CONFLICT In the event of any inconsistency, discrepancy or conflict between the Agreement, the Plans, Specifications, and other Contract Documents, calculated dimensions will govern over scaled dimensions; Technical Specifications shall govern over the general contract provisions, plans, and cited standards or FAA circulars; general contract provisions shall govern over plans, and cited standards or FAA circulars; and plans shall govern over cited standards or FAA circulars. 4.3 DISCREPANCIES IN PLANS Any discrepancies found between the Plans and Specifications and site conditions, or any errors or omissions in the Plans or Specifications, shall be immediately reported to the Engineer and City. The Engineer shall promptly determine the validity and seriousness of the claimed condition and correct any such error or omission in writing, or otherwise direct Contractor. Any work done by the Contractor after his discovery of such discrepancies, errors or omissions shall be done at the Contractor's risk. Any correction or errors or omissions in Plans and Specifications may be made by the Engineer when such correction is necessary for the proper fulfillment of their intention as construed by him. Where said correction of errors or omissions, except as provided in the next two (2) paragraphs below, adds to the amount of work to be done by the Contractor, compensation for said additional work shall be made under the Paragraph 10.7 CHANGES IN THE WORK below, except where the additional work may be classed under some item of work for which a unit price is included in the proposal. The fact that specific mention of any part of work is omitted in the Specifications, whether intentionally or otherwise, when the same is clearly shown or indicated on the Plans, or is usually and customarily required to complete fully such work as is specified herein, will not entitle the Contractor to consideration in the matter of any claim for extra 11 compensation, but the said work must be installed or done the same as if called for by both the Plans and Specifications. All work indicated on the Plans and not mentioned in the Specifications or vice versa, and all work and material usual and necessary to make the Work complete in all its parts, whether or not they are indicated on the Plans or mentioned in the Specifications, shall be furnished and executed the same as if they were called for by both the Plans and Specifications. The Contractor will not be allowed to take advantage of any errors or omissions in the Plans and Specifications. The Engineer will provide full information when errors or omissions are discovered. 4.4 DRAWINGS AND SPECIFICATIONS AT JOB SITE One (1) complete set of all Plans, Specifications, Work Orders, Addenda, Change Orders, Shop Drawings and samples shall be maintained at the job site, in good order and annotated to show all changes made during the construction process, and shall be available to the Engineer and City at all times. A final copy thereof, along with "as -built" record drawings, operations and maintenance manuals, and data sheets, shall be delivered to the Engineer upon the completion of the Work. 4.5 DIMENSIONS Dimensions shown on the Plans will be used. Where the work of the Contractor is affected by finished dimensions, these shall be verified by the Contractor at site, and he shall assume the responsibility for their use. 4.6 SAMPLING AND TESTING Except as otherwise provided, sampling and testing of all materials, and the laboratory methods and testing equipment, required under the Specifications shall be in accordance with the latest standards or tenets of the American Society for Testing Materials. The testing of samples and materials shall be made at the expense of the Contractor, except where indicated otherwise. The Contractor shall furnish any required samples without charge. The Contractor shall be given sufficient notification of the placing of orders for materials to permit testing. As an exception to the above, when the Contractor represents a material or an item of work as meeting Specifications and under recognized test procedures it fails, any re- testing shall be at the Contractor's expense, billed at the Testing Laboratory's standard rate for individual tests. It is expected that all inspections and testing of materials and equipment will be done locally. If the Contractor desires that inspections for tests be made outside of the local 12 area, all expenses, including per diem for the Engineer or Inspectors, shall be borne by the Contractor. The Contractor shall provide shop drawings, setting schedules and other drawings as may be necessary for the prosecution of the Work in the shop and in the field as required by the Plans and Specifications or Engineer's instructions. Deviations from the Plans and Specifications shall be called to the attention of the City at the time of the first submission of shop drawings and other drawings. The City's approval of any shop drawings shall not release the Contractor from responsibility for errors, corrections of details, or conformance with the Contract. Shop drawings shall be submitted according to the following schedule: (a) Three (3) copies shall be submitted to the City at least thirty (30) days before the materials indicated thereon are to be needed or earlier if required to prevent delay of work or to comply with subparagraph (b). (b) The City shall, within fourteen (14) days of the submittal of any shop drawings, return two (2) copies to the Contractor marked with any corrections and changes required and noting if the drawings are acceptable as noted, or if resubmittal is required. (c) The Contractor shall then correct the shop drawings to conform to the corrections and changes requested by the City and resubmit three (3) copies to the City. (d) Two (2) copies of Approved Shop Drawings shall be returned to the Contractor by the City. 4.8 QUALITY OF EQUIPMENT AND MATERIALS In order to establish standards of quality, the Specifications may refer to certain products by name and catalog number. This procedure is not to be construed as eliminating from competition other products of equal or better quality by other manufacturers where fully suitable in design. The Contractor shall famish to the City a complete list of his proposed desired substitutions prior to the signing of the Contract, together with such engineering and catalog data as the City may require. Further substitutions may be submitted during the course of work in accordance with Paragraph 4.10 SUBSTITUTION OF EQUIPMENT AND/OR MATERIAL below. The Contractor shall abide by the City s judgment when proposed substitution of materials or items or equipment are judged to be unacceptable and shall finnish the specified material or item of equipment in such case. All proposals for substitutions shall be submitted to the City in writing by the Contractor and not by individual trades or 13 material suppliers. The City will advise of approval or disapproval of proposed substitutions in writing within a reasonable time. No substitute materials shall be used unless approved by City in writing. 4.9 EQUIPMENT APPROVAL DATA The Contractor shall famish one (1) copy of complete catalog data for every manufactured item of equipment and all components to be used in the Work, including specific performance data, material description, rating, capacity, material gauge or thickness, brand name, catalog number and general type. This submission shall be compiled by the Contractor and submitted to the City for review and written approval before any of the equipment is ordered. Each data sheet or catalog in the submission shall be indexed according to specification section and paragraph for easy reference. After written approval is received by the Contractor, submission shall become a part of the Contract and may not be deviated from except upon written approval of the City. Catalog data for equipment approved by the City does not in any case supersede the Contract Documents. The acceptance by the City shall not relieve the Contractor from responsibility for deviations from Plans or Specifications, unless he has called the City's attention, in writing, to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in the items submitted. The Contractor shall check the work described by the catalog data with the Contract Documents for deviations and errors. It shall be the responsibility of the Contractor to insure that items to be furnished fit the space available. He shall make necessary field measurements to ascertain space requirements, including those for connections, and shall order such sizes and shapes of equipment that the field installation shall suit the true intent and meaning of the Plans and Specifications. Where equipment requiring different arrangement of connections from those shown is approved, it shall be the responsibility of the Contractor to install the equipment to operate properly, and in harmony with the intent of the Plans and Specifications, and to make all changes in the Work required by the different arrangement of connections at his own expense. 4.10 SUBSTITUTION OF EQUIPMENT AND/OR MATERIAL After the execution of the Contract Agreement, the substitution of equipment and/or material for that specified will be considered if 14 (a) The equipment and/or materials proposed for substitution is determined by the City to be equal or superior to that specified in the Contract; (b) Unless determined to be of superior quality, the equipment and/or material proposed for substitution is less expensive than that specified and that such savings to the City, as proposed by the Contractor, are submitted with the request for substitution. If the substitution is approved, the Contract price shall be reduced accordingly; and (c) The equipment and/or material proposed for substitution is readily available and its delivery and use, if approved as a substitution, will not delay the scheduled start and completion of the specified work for which it is intended or the scheduled completion of the entire work to be completed under the contract. No request will be considered unless submitted in writing to the City and approval by the City must also be in writing. To receive consideration, requests for substitutions must be accompanied by documentary proof of the actual difference in cost to the Contractor in the form of quotations to the contractor covering the original equipment and/or material, and also equipment and/or material proposed for substitution or other proof satisfactory to the City. It is the intention that the City shall receive the full benefit of the saving in cost involved in any substitution unless the item is substituted for one designated in the Specifications by specific manufacturer's name and type, in which case one-third of the savings shall accrue to the benefit of the Contractor. In all cases, the burden of proving adequate proof that the equipment and/or material offered for substitution is equal or superior in construction and/or efficiency to that named in the Contract shall rest on the Contractor and the proof will be submitted to the City. Request for substitution of equipment and/or material which the Contractor cannot prove to the satisfaction of the City, at its sole discretion and judgment, to be equal or superior in construction and/or efficiency to that named in the Contract will not be approved. 5.0 MATERIALS AND WORKMANSHIP 5.1 MATERIALS FURNISHED BY THE CONTRACTOR All materials and equipment used in the Work shall meet the requirements of the respective Specifications, and shall not be used until it has been approved in writing by the City. Wherever the specifications call for an item of material or equipment by a manufacturer's name and type, and additional features of the item are specifically required by the specifications, the additional features specified shall be provided whether or not they are normally included in the standard manufacturer's item listed. 15 Wherever the specifications call for an item of material or equipment by a manufacturer's name and type, and the specified item becomes obsolete and is no longer available, the Contractor shall provide a substitute item of equal quality and performance which is acceptable to the Engineer and City and is currently available, at no increase in Contract price. 5.2 STORAGE OF MATERIALS Materials and equipment shall be stored so as to incur the preservation of their quality and fitness for the Work. When considered necessary, they shall be placed on wooden platforms or other hard clean surfaces, and not on the ground, and/or they shall be placed under cover. Stored materials and equipment shall be located so as to facilitate prompt inspection. Private property zoned for, or adjacent to land zoned for, residential uses shall not be utilized for storage purposes. 5.3 REJECTED WORK AND MATERIAL Any materials, equipment or work which do not satisfactorily meet the Specifications may be condemned by the Engineer or City by giving a written notice to the Contractor. All condemned materials, equipment or work shall be promptly taken out and replaced. All materials and equipment which do not conform to the requirements of the Contract Documents, are not equal to samples approved by the Engineer and City, or are in any way unsatisfactory or unsuited to the purpose for which they are intended, shall be rejected. Any defective work whether the result of poor workmanship, use of defective materials, damaged through carelessness or from other cause shall be removed within ten (10) days after written notice is given by the City, and the work shall be re -executed by the Contractor. The fact that the Engineer or the City may have previously overlooked such defective work shall not constitute an acceptance of any part of it. Should the Contractor fail to remove rejected work or materials within ten (10) days after written notice to do so, the City may remove them and may store the materials and equipment. Satisfaction of warranty work after final payment shall be in accordance with Paragraph 10.15. 5.4 MANUFACTURER'S DIRECTION Manufactured articles, materials and equipment shall be applied, installed, connected, erected, used, cleaned, and conditioned as directed by the manufacturer unless herein specified to the contrary. 5.5 SKILL AND CHARACTER OF WORKMEN All workmen must have sufficient knowledge, skill and experience to perform properly the work assigned to them Any foreman or workman employed by the Contractor or subcontractors who, in the opinion of the Engineer or the City does not perform his work in a skillful manner, or appears to be incompetent or to act in a disorderly or intemperate 16 manner shall, at the written request of the City, be discharged immediately and shall not be employed again in any portion of the Work without the approval of the City. The Contractor shall at all times be responsible for the conduct and discipline of his employees and/or any subcontractor or persons employed by subcontractors. 5.6 CUTTING AND PATCHING The Contractor shall do all necessary cutting and patching of the Work that may be required to properly receive the work of the various trades or as required by the Plans and Specifications to complete the Work. He shall restore all such cut or patched work as directed by the Engineer or the City. Cutting of existing structures that could endanger the Work, adjacent property, workmen or the public shall not be done unless approved by the Engineer and under his surveillance. 5.7 CLEANING UP The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by his employees or work. At the completion of the Work, he shall remove all his rubbish, tools, scaffolding and surplus materials and shall leave his work "broom clean" or its equivalent, unless more exactly specified, and shall insure that all debris and other unsightly objects are removed and disposed of in a satisfactory manner. At no additional expense to the City, the Contractor will restore to their original conditions or better, as nearly as practicable, those portions of the site not designated for alteration and all such property, structure, utilities, landscaping, etc., disturbed or damaged during the prosecution of the Work. Final payment will be withheld until such clean up and repairs are completed The Work will be considered complete only after all debris and unused material due to or connected with the Work have been removed and the surrounding area left in a condition satisfactory to the City. In the event the City finds that the Contractor has not complied in keeping the job site clean, the City may, after twenty-four (24) hours written notice to the Contractor to correct the situation, elect to have the job site cleaned by an independent labor force. The cost of cleaning by said independent labor force shall be deducted from moneys due the Contractor. 5.8 CITY'S OWNERSHIP OF MATERIALS Any and all materials, whether structural or natural, found within the limits of the project remain the property of the City unless City ownership is specifically conveyed to the Contractor. All material, equipment and work become the sole property of the City as installed. These provisions shall not be construed as relieving the Contractor from the sole responsibility for all materials and work for which payments have been made, for the restoration of 17 damaged work, or as a waiver of right of the City to require the fulfillment of all the terms of the Contract. 5.9 GUARANTEE The Contractor shall warrant all equipment furnished and work performed by him for a period of one (1) year from the date of final written acceptance of the Work by City. Satisfaction of warranty work after final payment shall be as per Paragraph 10.15. All equipment and material warranties or guarantees shall be drawn in favor of the City and the originals thereof famished to the Engineer for review and acceptance prior to final payment. Such guarantee shall in no way limit or relieve the Contractor of liability from subsequent claims of beach of contract due to substandard materials or workmanship, nor shall such warranty period shorten the statute of limitations for bringing a breach of contract or other action based upon any such deficiencies. 6.0 CONSTRUCTION STAKING TO BE PERFORMED BY CONTRACTOR 6.1 PERSONNEL, EQUIPMENT AND RECORD REQUIREMENTS Adequate field notes and records shall be available for review by the City and Engineer as the Work progresses and copies shall be available if necessary. Any inspection or checking of the Contractor's field notes or layout work by the City and the acceptance of all or any part thereof, shall not relieve the Contractor of his responsibility to achieve the lines, grades and dimensions shown in the Plans and Specifications. Prior to final acceptance of the project, the Contractor shall mark in a permanent manner on the surface of the completed Work all control points shown on the Plans. 6.2 CONTROL POINTS FURNISHED BY THE CITY The City will provide boundary or other control points and bench marks as shown on the Plans as "Contractor's Survey Control Point", if any is provided. The Contractor shall be responsible for all survey control of his work during construction. The Contractor shall preserve all reference points and benchmarks furnished by the City. 6.3 FURNISHING OF STAKE MATERIALS The Contractor shall furnish all stakes, templates and other materials necessary for establishing and maintaining the lines and grades necessary for control and construction of the Work. W s 6.4 LAYOUT OF WORK Utilizing the control points furnished by the City in accordance with Paragraph 6.2, the Contractor shall establish all horizontal and vertical controls necessary to construct the Work in conformance with the Plans and Specifications. The Work shall include performing all calculations required and setting all stakes needed such as grade stakes, offset stakes, reference point stakes, slope stakes, and other reference marks or points necessary to provide lines and grades for construction of all roadway, bridge and miscellaneous items. Survey notes indicating the information and measurements used in establishing locations and grades shall be kept in notebooks and furnished to the Engineer with the record drawings for the Project. 6.5 SPECIFIC STAKING REQUIREMENTS Stakes to establish lines and grades shall be set at appropriate intervals to assure that the Project is constructed to meet the lines and grades shown on the Plans. For bridge construction stakes and other control, references shall be set at sufficiently frequent intervals to assure that all components of a structure are constructed in accordance with the lines and grades shown in the Plans. 6.6 PAYMENT The cost of performing layout work as described above shall be included in the contract prices for the various items of work to which it is incidental. 6.7 COORDINATION WITH CITY The City's recorded subdivision plats shall be considered correct. The distance, bearing and curve information provided shall be used by the Contractor's surveyor to establish alignment throughout construction. All surveying activities will be coordinated with the City's surveyor as needed for proper completion of all work on the site. Primary control monuments, originally set by the City, that are disturbed or destroyed during construction shall be accurately replaced by the Contractor's surveyor to the satisfaction of the City's surveyor. 6.8 LOCATION OF EXISTING UTILITIES AND PIPING All existing underground utilities, such as telephone, cable television and electrical cables must be located by the Contractor prior to starting work. The Contractor shall contact the Utilities at least 48 hours prior to commencing any work within the project area. There may be other utilities within the project area. 19 The cost of substantiating the location of utilities shall be borne by the Contractor and included in the bid price. The Contractor shall be responsible for the repair and/or replacement of utilities which he damages during the course of construction. Utilities deemed to require relocation shall be identified by the Contractor prior to commencing work. The Contractor shall notice the City of the conflict and seek direction from the City prior to proceeding with work. Directions from the City may be to proceed despite conflict, place work order on hold and commence work at a different location, or relocate utilities under separate contract with the utility or a change order to be directed by the City. Except as indicated on the plans or contract documents, the Contractor shall not permit any individual, firm or corporation to excavate or otherwise disturb the utility service or facilities located within the limits of the work without written permission of the Engineer. Should the owner of a utility or facility be authorized to perform construction, reconstruction, or maintenance as per this section, during the progress of the work, the Contractor shall cooperate with such owners in arranging and performing the work in this contract so as to facilitate such construction, reconstruction, or maintenance by others whether or not such work by others is indicated on the drawings. When ordered as extra work by the Engineer, the Contractor shall make all necessary repairs to the work which are due to such authorized work by others, unless otherwise provided for in the contract, plans or specifications. It is understood and agreed that the Contractor shall not be entitled to make any claim for damages due to such authorized work by others or for any delay to the work resulting from the same. 7.0 PROGRESS AND COMPLETION OF WORK 7.1 CONTRACTOR'S OBLIGATION Contractor shall supervise and direct the Work, using Contractor's best skill and attention. Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under this Contract, unless the Contract Documents give other specific instructions concerning these matters. Unless otherwise provided in the Contract Documents, Contractor shall provide and pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. 20 Unless otherwise provided in the Contract Documents, Contractor shall pay all sales, use and other similar taxes. Contractor shall enforce strict discipline and good order among Contractor's employees and other persons carrying out the Work. Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them Contractor currently holds and shall maintain at all times during the term of this Contract all required federal, state and local licenses necessary to perform the Work required under the Contract Documents. Contractor shall be responsible to the City for the acts and omissions of Contractor's employees, Subcontractors and their agents and employees, and other persons performing portions of the Work under a contract with Contractor. Contractor shall indemnify, defend and hold City harmless from all claims arising out of or related to its performance of the Work except for acts arising solely from the active negligence of the City. 7.2 START OF CONSTRUCTION The Contractor shall commence work on the date specified in the Notice to Proceed subsequently issued by the City, or as specifically noted in any Contract Addendum However, in no case shall the Contractor commence work until the City has been fimmished and acknowledges receipt of the Contractor's Certificates of Insurance and a properly executed performance and payment bond as required. 7.3 CONTRACT TIME The contractor shall complete, in an acceptable manner, all of the Work in 90 nine calendar days, subject to any Addenda or Change Orders hereto. 7.4 SCHEDULE OF COMPLETION The Contractor's schedules are subject to the approval of the City, which shall not be unreasonably withheld, and shall reflect a logical sequence of the various components of work and the anticipated rates of production necessary to complete the Work on or before the completion date. Said schedules shall be submitted within ten (10) days of the execution of the agreement by the City except when requested otherwise and shall be updated and resubmitted to the City on the twenty-fifth (25th) day of every month with the Contractor's pay request. 21 7.5 COORDINATION OF CONSTRUCTION - PRECONSTRUCTION CONFERENCE The Contractor shall coordinate his work with other contractors, the City and utilities to assure orderly and expeditious progress of work. The City shall hold a pre -construction conference at Sebastian City Hall at a time and date mutually agreed upon with the Contractor after the Contract has been awarded and fully executed. 7.6 PROPERTY OF OTHERS A. Public Ownership The Contractor shall be responsible for the preservation of all public property, trees, monuments, etc., along and adjacent to the street and/or right-of-way, and shall use every precaution necessary to prevent damage or injury thereto. He shall use suitable precautions to prevent damage to pipes, conduits and other underground structures, and shall protect carefully from disturbance or damage all monuments and property marks until a land surveyor has witnessed or otherwise referenced their location and shall not remove them until so directed by the Engineer in writing. The City shall remove and relocate all traffic control signs as required. B. Private Ownership Mail and newspaper boxes, sprinkler systems, ornamental shrubs, lawn ornaments, house numbers, fences, etc. may be removed and relocated by the property owners. The City will not remove, relocate, or re -install mail boxes, sprinkler systems, ornamental shrubs, etc. belonging to a private property owner. However, should such items not be removed or relocated by the start of construction, the Contractor shall remove the objects, in a manner which does not damage or injure the objects at no extra cost to the City, which interfere with the construction of the Project and place them on the property owner's front lawn just outside the project limits. Otherwise, the Contractor shall not enter upon private property for any purpose without obtaining permission from the property Owner thereof. Where extensive intrusions upon private property are required for construction, the City and Contractor shall cooperate to obtain Temporary Construction Easements from the landowner. 7.7 PROTECTION OF EXISTING UTILITIES AND FACILITIES All utilities and all structures of any nature, whether below or above ground, that may be affected by the Work but are not required to be disturbed or relocated by the very nature of the project, shall be protected and maintained by the Contractor and shall not be disturbed or damaged by him during the progress of the Work; provided that, should the Contractor disturb, disconnect or damage any utility or any structure, all expenses of 0 whatever nature arising from such disturbance or the replacement or repair and testing thereof shall be borne by the Contractor. 7.8 CROSSING PUBLIC FACILITIES When new construction crosses highways, railroads, streets or similar public facilities under the jurisdiction of state, county, city, or other public agency or private entity, the City through the Engineer shall secure written permission prior to the commencement of construction of such crossing. The Contractor will be required to furnish evidence of compliance with conditions of the permit from the proper authority before final acceptance of the Work by City. Road closures are governed by Paragraph 8.3 below. The City may order changes in the Work through additions, deletions or modifications without invalidating the Contract; however, any change in the scope of work or substitution of materials shall require the written approval of the City. Compensation and time of completion affected by the change shall be adjusted at the time of ordering such change. New and unforeseen items of work found to be necessary and which cannot be covered by any item or combination of items for which there is a contract price shall be classed as changes in the Work. The Contractor shall do such changes in the Work and furnish such materials, labor and equipment as may be required for the proper completion of construction of the work contemplated. In the absence of such written order, no claim for changes in the Work shall be considered. Changes in the Work shall be performed in accordance with the Specifications where applicable and work not covered by the specifications or special provisions shall be done in accordance with specifications issued for this purpose. Changes in the Work required in an emergency to protect life and property shall be performed by the Contractor as required. 7.10 EXTENSION OF CONTRACT TIME No extension of time shall be valid unless given in writing by the City. No monetary compensation shall be given for such delay. A delay beyond the Contractor's control occasioned by an "Act of God" may entitle the Contractor to an extension of time in which to complete the Work as determined by the City provided, however, the Contractor shall immediately give written notice to the City of the cause of such delay. "Rain day" extensions shall be granted upon written request of the Contractor to the City's Project Manager when said Project Manager determines that weather conditions make it counterproductive to work on said days. "Rain day" requests must be submitted at the end of each work week or be waived, and the cumulative `rain day" extensions granted shall be processed as a Change Order with each pay submittal. 23 In the event that the City suspends the Work as provided in Paragraph 9.3, the Contractor shall be granted an extension of time to complete the Work for as many calendar days as the Work was suspended; except, however, that the Contractor will not be granted an extension of time to complete the Work if the suspension was caused by a fault of the Contractor. 7.11 CORRECTION OF WORK Contractor shall, at no cost to the City, promptly correct Work failing to conform to requirements of the Contract Documents, whether observed before or after completion of the Work and whether or not fabricated, installed or completed, and shall correct any Work found to be not in accordance with the requirements of the Contract Documents within a period of one (1) year from the date of completion of the Work or by the terms of an applicable special warranty required by the Contract Documents. The provisions of this Paragraph apply to the Work done by Subcontractors as well as to the Work done by direct employees of Contractor. Nothing contained in this Paragraph shall be construed to establish a period of limitation with respect to other obligations which Contractor might have under the Contract Documents. Establishment of the time period of one (1) year as described in Subparagraph 7.11(a) above relates only to the specific obligation of Contractor to correct the Work, and has no effect on the time within which the obligations of the Contract Documents may be enforced, nor to the time within which proceedings may be commenced to establish Contractor's liability with respect to Contractor's remaining contractual obligations. 7.12 LIQUIDATED DAMAGES In the event Contractor violates or fails to perform any provision of the Contract Documents, then the City may elect to receive, and Contractor agrees to pay, liquidated damages in the amount of one hundred dollars ($100) per day beyond the agreed milestones completion dates. Inspection of the Work by the City and the subsequent issuance of a notice by the City indicating substantial completion will be the date used to signify work completion. If completion is beyond the schedule agreed upon, liquidated damages may be imposed by the City on the Contractor and will be withheld from payment. It is expressly acknowledged by Contractor that said payment shall not be interpreted nor construed as a penalty but is in fact a good faith attempt to fix damages which the City will suffer in the event Contractor fails to perform as required hereunder or violates any provision of the Contract Documents. 24 8.0 PUBLIC HEALTH AND SAFETY 8.1 PROTECTION OF PERSONS AND PROPERTY The Contractor shall submit, for the City's approval, a project safety and security plan which describes the Contractor's plans and procedures to protect the safety and property of property owners, residents, and passers-by. The plan shall describe measures and precautions to be taken during working hours and non -working hours. A. Safetv Precautions and Programs The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work in accordance with the U.S. Department of Labor Occupational Safety and Health Act and the laws of the State of Florida. This Contract requires that the Contractor and any and all subcontractors hired by the Contractor comply with all relevant standards of the Occupational Safety and Health Act. Failure to comply with the Act constitutes a failure to perform. The Contractor agrees to reimburse the City for any fines and/or court costs arising from penalties charged to the City for violations of OSHA committed by the Contractor or any and all subcontractors. B. Safetv of Persons and Property The Contractor shall take all reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury or loss to, all employees on the Work and all other persons who may be affected thereby; all the work materials and equipment to be incorporated therein, whether in storage on or off the project site, under the care, custody or control of the Contractor or any of his subcontractors; and other property on the project site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. The Contractor shall be held fully responsible for such safety and protection until final written acceptance of the Work. Fire hydrants on or adjacent to the Work shall be kept accessible to fire fighting equipment at all times. Temporary provisions shall be made by the Contractor to insure the proper functioning of all swales, gutters, sewer inlets, drainage ditches and irrigation ditches, which shall not be obstructed except as approved by the City. The Contractor acknowledges that, in executing the Project, it will operate machinery and equipment that may be dangerous to the adjacent property owners and the general public. The Contractor will be required to conduct excavations for the Project which may be 25 hazardous to person and property. The Contractor shall develop and implement a job safety and security plan which will adequately protect all property and the general public. 8.2 TRAFFIC CONTROL All safety precautions, traffic control, and warning devices necessary to protect the public and workmen from bam ds within the right-of-way shall be in strict accordance with SECTION 102, MAINTENANCE OF TRAFFIC, in the Florida Dept. of Transportation (FDOT) Std. The State of Florida Manual of Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations Specifications for Road and Bridge Construction, latest edition shall be used as minimum standards, as applicable. Further, the Contractor shall carry on the Work in a manner that will cause the least possible obstruction and interruption in traffic, and the least inconvenience to the general public and the residents in the vicinity of the work. With respect to its own operations and the operations of all its subcontractors, the Contractor shall provide marking, lighting, and other acceptable means of identifying personnel, equipment, vehicles, storage areas, as well as any other work area that may be hazardous to the operation of fire -rescue equipment or maintenance vehicles. 8.3 ROAD CLOSURE AND DETOURS Local traffic shall be maintained within the limits of the Project for the duration of the construction period. Closing to through travel of more than two (2) consecutive blocks, including the cross street intersected will not be permitted without specific authorization of the City. No road or street shall be closed to the public except with the permission of the City and proper governmental authority. When closing of roads are permitted, it shall require forty-eight (48) hours notification to the City. Traffic detours shall be pre - approved prior to closing. "Street Closed to through Traffic' signs and "Detour" routes shall be indicated and maintained by the Contractor when the job is located in a public or private street. 8.4 PROVISION OF ACCESS Where traffic must cross open trenches, the contractor shall provide adequate ingress and egress to dwellings, business facilities, utilities and service. Temporary provisions shall be made by the Contractor to insure the use of sidewalks. The Contractor shall provide suitable crossings at street intersections and driveways, and supply such aid as may be required for pedestrians and motorists, including delivery vehicles, to safely negotiate the construction areas. On completion of Work within any area, the Contractor shall remove all debris, excess materials, barricades and temporary Work leaving walkways and roads in said area clear of obstructions. 26 8.5 WARNING SIGNS AND BARRICADES The Contractor shall provide adequate signs, barricades, warning lights and flagmen, as required, and all such other necessary precautions for the protection of the Work and the safety of the public. All barricades and obstructions shall be protected at night by regulatory signal lights which shall be kept in operation from sunset to sunrise. Barricades shall be of substantial construction and shall be reflective to increase their visibility at night. Suitable warning signs shall be so placed and illuminated at night as to show in advance where construction, barricades or detours exist. Unless so designated in the Bid Documents, no direct payment for this work will be made, but the cost of providing, erecting and maintaining such protection devices, including guards, watchmen and/or flagmen as required shall be considered as included and paid for in the various contract prices of the Work. Warning signs and barricades shall be in conformance with the State of Florida, Manual of Traffic Control and Safe Practices for Street and Highway Construction, Maintenance and Utility Operations, latest edition. The Contractor shall provide and maintain adequate barricades, construction signs, torches, flashers, guards and flagmen as required in pedestrian and vehicular traffic areas. Regulations of local authorities shall be compiled with. Advance warning signs are required on all streets where work is being conducted. Lane closures shall be signed and barricaded or coned as indicated in aforementioned FDOT Index. Flagmen may be required where traffic and length of lane closure warrant them. Where such a plan is needed, Contractor shall submit and obtain approval of their traffic control plan by the City. 8.6 OPEN TRENCHES The Contractor shall fully comply with Florida Statutes and OSHA regulations with regard to open trenches during construction. The Contractor shall be place construction bazard fencing along any open trenches during the construction work -day, and shall leave no open trenches or excavations over -night unless properly fenced and with the specific approval of the Engineer or the City. 8.7 PLACEMENT OF HEAVY EQUIPMENT The Contractor shall not leave construction equipment parked in front of or on a residential lot overnight or on weekends. At the close of work each day, the equipment shall be driven to and stored in a designated area so that the equipment will not become an "attractive nuisance" to neighborhood children. All equipment left unattended during the course of working day, such as during lunch hours or work breaks, shall not be left in a condition or location which would create a safety hazard to the general public. All keys shall be removed from the machines during those times. 27 8.8 TEMPORARY FACILITIES AND CONTROLS The Contractor shall provide controls for sanitary facilities, environmental protection and safety controls on site acceptable to the Florida Department of Health and Rehabilitative Services, Department of Environmental Protection, and St. Johns River Water Management District. 8.9 SANITARY PROVISION The Contractor shall provide and maintain such sanitary accommodations adequate for the use of his employees and those of his subcontractors, and as may be necessary to comply with the requirements and regulations of the local and state departments of health. Such facilities shall be made available when the first employees arrive on site of the Work, shall be properly secluded from public observation, and shall be constructed and maintained during the progress of the Work in suitable numbers and at such points and in such manner as may be required or approved. The Contractor shall maintain the sanitary facilities in a satisfactory and sanitary condition at all times and shall enforce their use. Contractor shall rigorously prohibit the committing of nuisances on the site of the Work, on the lands of the City or an adjacent property. The City shall have the right to inspect such facilities at all times to determine whether or not they are being properly and adequately maintained. Following the period of necessity for such accommodations, they and all evidence affixed thereto shall be removed. 8.10 WATER AND ELECTRIC SUPPLY The Contractor shall make all necessary applications and arrangements, and pay all fees and charges for water and electrical service necessary for the proper completion of the Project up to the time of final acceptance. The Contractor shall provide and pay for any temporary piping and connections. 8.11 NOISE CONTROL The Contractor shall provide adequate protection against objectionable noise levels caused by the operation of construction equipment, and shall submit a plan to the Engineer for his review prior to initiation and implementation of the plan. 8.12 DUST CONTROL The Contractor shall provide for adequate protection against raising objectionable dust clouds caused by moving construction equipment, high winds or any other cause, and shall submit a plan to the Engineer for his review prior to initiation and implementation of the plan. 8.13 WATER CONTROL The Contractor shall provide for satisfactory disposal of surplus water and shall submit a plan to the Engineer for his review prior to initiation and implementation of the plan. Prior approval shall be obtained from the proper authorities for the use of public or private lands or facilities for such disposal. 8.14 POLLUTION, SILTATION AND EROSION CONTROL The Contractor shall provide for and take sufficient precautions to prevent pollution of private and public lands, reservoirs, ponds, rivers, streams, creeks, etc., by the disposal of surplus materials in the forms of solids, liquids or gases including, but not limited to, fuels, oils bitumen, calcium chloride or other harmful materials. Contractor shall conduct and schedule Work operations so as to avoid or otherwise minimize pollution or siltation of streams, lakes and reservoirs and to avoid interference with movement of migratory fish where there is a high potential for erosion and subsequent water pollution. Erosion control features shall be constructed concurrently with other work and at the earliest practicable time. The Contractor shall prepare a detailed description of Contractor's plan for Erosion and Turbidity Control, including location of erosion control and turbidity control devices, marked on a plan set as needed for clarity. The erosion and turbidity control shall meet the requirements of the St. John's River Water Management District for control of discharge of Total Suspended Matter, and shall prevent water and wind erosion of open excavations and swales. Article III - SUPERVISION AND ADMINISTRATION 9.0 ENGINEER, CITY, CONTRACTOR RELATIONS 9.1 ENGINEER'S RESPONSIBILITY AND AUTHORITY All work done shall be subject to the construction review of the Engineer and City. Any and all technical questions which may arise as to the quality and acceptability of materials furnished, work performed, or work to be performed, interpretation of Plans and Specifications and all technical questions as to the acceptable fulfillment of the Contract on the part of the Contractor shall be referred to the Engineer who will resolve such questions. 29 9.2 ENGINEER'S DECISION All claims of a technical nature of the City or Contractor shall be presented to the Engineer for resolution. 9.3 SUSPENSION OF WORK The City shall have the authority to suspend the Work wholly or in part, for such periods as may be deemed necessary and for whatever cause, to include but not be limited to, unsuitable weather or such other conditions as are considered unfavorable for prosecution of the Work, failure on the part of the Contractor to cant' out the provisions of the Contract or to supply materials meeting the requirements of the Specifications, or the action of a governmental agency, by serving written notice of suspension to the Contractor. In the event that the Engineer shall become aware of any condition which may be cause for suspension of the Work, the Engineer shall immediately advise the City of such condition. The Contractor shall not suspend operations under the provisions of this Paragraph without the City's permission. 9.4 CONSTRUCTION REVIEW OF WORK All materials and each part or detail of the Work shall be subject at all times to construction review by the Engineer and the City. The Engineer and the City may appoint inspectors. The Contractor will be held strictly to the true intent of the Specifications in regard to quality of materials, workmanship, and the diligent execution of the Contract. Such construction review may include mill, plant, or shop inspection, and any material furnished under the Specifications is subject to such inspection. The Engineer and the City shall be allowed access to all parts of the Work and shall be furnished with such information and assistance by the Contractor as is required to make a complete and detailed review. The City shall not be responsible for the acts or omissions of the Contractor. 9.5 FIELD TESTS AND PRELIMINARY OPERATION The Contractor shall perform the work of placing in operation all equipment installed under this Contract, except as specifically noted hereinafter. The Contractor shall make adjustments necessary for proper operation. The Contractor shall provide construction labor required for preliminary operation of the equipment installed under this Contract. The Contractor shall notify the City when work is considered to be complete, in operating condition, and ready for inspection and tests. Further inspection requirements may be designated in the Technical Specifications. 30 The City will conduct tests it deems necessary to determine if the Work functions properly. Arrangements for testing laboratory services will be made by the City. Payment for testing to show compliance with specified requirements will be paid for by the City. The cost of retesting when materials and workmanship fail to meet specified requirements will be deducted from moneys due the Contractor. 9.6 EXAMINATION OF COMPLETED WORK The City may request an examination of completed work of the Contractor at any time before acceptance by the City of the Work and shall remove or uncover such portions of the finished work as may be directed. After examination, the Contractor shall restore said portions of the Work to the standard required by the Specifications. Should the work thus exposed or examined prove acceptable, the uncovering or removing and the replacing of the covering or making good of the parts removed shall be paid for as extra work, but should the work so exposed or examined prove unacceptable, the uncovering, removing and replacing shall be at the Contractor's expense. 9.7 CONTRACTOR'S SUPERINTENDENT A qualified superintendent, who is acceptable to the City, shall be maintained on the project and give sufficient supervision to the Work until its completion. The superintendent shall have full authority to act on behalf of the Contractor, and all communications given to the superintendent shall be considered given to the Contractor. In general, such communications shall be confirmed in writing and always upon written request from the Contractor. 9.8 CITY'S RIGHT TO CORRECT DEFICIENCIES Upon failure of the contractor to perform the work in accordance with the Contract Documents, including any requirements with respect to the Schedule of Completion, and after five (5) days written notice to the Contractor, the City may, without prejudice to any other remedy he may have, correct such deficiencies. The Contractor shall be charged all costs incurred to correct deficiencies. 9.9 CITY'S RIGHT TO TERMINATE CONTRACT AND COMPLETE WORK In the event of any default by the Contractor, the City shall have the right to immediately terminate the Contract upon issuance of written notice of termination to the Contractor stating the cause for such action. This Agreement may be terminated by the City without cause provided at least thirty (30) days written notice of such termination shall be given to the Contractor. In the event of termination, the City may take possession of the Work and of all materials, tools and equipment thereon and may finish the Work by whatever method and means it may select. It shall be considered a default by the Contractor whenever he shall: 31 (a) Declare bankruptcy, become insolvent or assign his assets for the benefit of his creditors. (b) Disregard or violate the provisions of the Contract Documents or City's written instructions, or fail to prosecute the Work according to the agreed schedule of completion including extensions thereof. (c) Fail to provide a qualified superintendent, competent workmen or subcontractors, or proper materials, or fail to make prompt payment therefore. 9.10 RIGHTS OF VARIOUS INTEREST Wherever work being done by the City's forces or by other contractors is contiguous to work covered by the Contract, the respective rights of the various interests involved shall be established by the City, to secure the completion of the various portions of the Work in general harmony. 9.11 SEPARATE CONTRACTS The City may let other contracts in connection with the Work of the Contractor. The Contractor shall cooperate with other Contractors with regard to storage of materials and execution of their work. It shall be the Contractor's responsibility to inspect all work by other contractors affecting his work and to report to the City any irregularities which will not permit him to complete his work in a satisfactory manner. His failure to notify the City of such irregularities shall indicate the work of other contractors has been satisfactorily completed to receive his work. It shall be the responsibility of the Contractor to inspect the completed work in place and report to the Engineer immediately any difference between completed work by others and the Plans. 9.12 SUBCONTRACTS AND PURCHASE ORDERS Prior to signing the Contract or at the time specified by the City, the Contractor shall submit in writing to the City the names of the subcontractor proposed for the Work. Subcontractor may not be changed except at the request or with the approval of the City. The Contractor is responsible to the City for the acts and omissions of his subcontractors and their direct or indirect employees, to the same extent as he is responsible for the acts and omissions of his employees. The Contract Documents shall not be construed as creating a contractual relation between any subcontractors and the City. The Contractor shall bind every subcontractor by the terms of the Contract Documents. For convenience of reference and facilitate the letting of contracts and subcontracts, the Specifications are separated into title sections. Such separations shall not, however, operate to make the Engineer or City an arbiter to establish limits to the contracts between the Contractor and subcontractors. 32 9.13 WORK DURING AN EMERGENCY The Contractor shall perform any work and shall furnish and install materials and equipment necessary during an emergency endangering life or property. In all cases, he shall notify the Engineer and City of the emergency as soon as practicable, but he shall not wait for instructions before proceeding to properly protect both life and property. 9.14 ORAL AGREEMENTS No oral order, objection, claim or notice by any party to the others shall affect or modify any of the terms or obligations contained in any of the Contract Documents, and none of the provisions of the Contract Documents shall be held to be waived or modified by reason of any act whatsoever, other than by a definitely agreed waiver or modification thereof in writing, and no evidence shall be introduced in any proceeding of any other waiver or modification. 9.15 NIGHT, SATURDAY AND/OR SUNDAY WORK No night or Saturday and Sunday work will be permitted, except in case of emergency, or with prior approval from City, and then only to such extent as is absolutely necessary to protect life or property. This clause shall not pertain to crews organized to perform restoration work which needs no verifying inspection, maintenance work on equipment, or to operate and maintain special equipment such as dewatering pumps which may be required to work 24 hours per day. All such night, Saturday and/or Sunday work must be authorized by the City. 9.16 UNAUTHORIZED WORK Work done without limes and grades having been established, work done without proper inspection, or any changes made or extra work done without written authority will be done at the Contractor's risk and will be considered unauthorized, and, at the option of the City, may not be measured and paid for. 9.17 USE OF COMPLETED PORTIONS OF THE WORK The City shall have the right to use, occupy, or place into operation any portion of the Work that has been completed sufficiently to permit safe use, occupancy, or operation, as determined by the Engineer. If such use, occupancy, or operation increases the cost of or delays the Work, the Contractor shall be entitled to extra compensation, or an extension of time, or both, as determined by the Engineer. However, if Contractor has failed to complete the Work in accordance with the time requirements of the Agreement, no compensation (including set -offs to liquidated damages) shall be allowed for such use or occupancy. 33 9.18 CONTRACTOR'S RESPONSIBILITY FOR WORK Until acceptance of the Work by the City, it shall be under the charge and care of the Contractor, and he shall take every necessary precaution against injury or damage to the Work by the action of the elements or from any other cause whatsoever, whether arising from the execution or from the non -execution of the Work. The Contractor shall rebuild, repair, restore and make good, without additional compensation, all injury or damage to any portion of the Work occasioned by any cause, other than the sole and active negligence of the City, before its completion and acceptance. 10.0 MEASUREMENT AND PAYMENT 10.1 DETAILED BREAKDOWN OF CONTRACT Except in cases where unit prices form the basis for payment under the Contract, the Contractor shall submit a complete breakdown of the contract amount showing the value assigned to each part of the Work, including an allowance for profit and overhead within ten (10) days of the execution of the Contract by the parties. Upon approval of the breakdown of the contract amount by the Engineer and the City, it shall be used as the basis for all requests for payment. 10.2 REQUEST FOR PAYMENT The Contractor may submit to the City not more than once each month a request for payment for work completed. Where applicable, the Contractor may choose to submit a request for payment at the substantial completion of each work order. The City may elect to provide its own form for the Contractor to submit progress payment requests. The standard form provided by the City, or a form presented by the Contractor having received prior approval from the City, can be used for the submittal of a progress payment. The Contractor shall furnish the Engineer and the City all reasonable facilities required for obtaining the necessary information relative to the progress and execution of the Work. In addition to each month's invoice, an updated project schedule shall be submitted. Each request for payment shall be computed from the work completed to date on all items listed in the detailed breakdown of the contract amount less previous payments and back charges. Progress payments on account of Unit Price Work will be based on the number of units completed at the time the payment request was dated by the Contractor. If payment is requested on the basis of materials and equipment not incorporated in the project but delivered and suitably stored at the site or at another location agreed to in writing, the payment request shall also be accompanied by a bill of sale, invoice or other documentation warranty that the City has received the materials and equipment free and clear of all liens, charges, security interests and encumbrances, all of which shall be 34 satisfactory to the City. No payments shall be made for materials stored on site without approval of the City. An amount of 10% of each monthly pay request shall be retained until final completion and written acceptance of the Work by the City. Payment of the retainage shall be included in the Contractor's final pay request in accordance with Paragraph 10.14. Any deviation in the release or partial release of the 10% retainage shall be at the sole discretion of the City, but in no case earlier than completion of the Engineer's "punch list inspection". Any request for payment shall be accompanied by claim releases for work done or materials furnished in accordance with Paragraph 10.13. Prior to submission of any request for payment by the Contractor, the Engineer shall review the request for payment to determine the following: (a) That the work covered by the request for payment has been completed in accordance with the intent of the Plans and Specifications. (b) That the quantities of work have been completed as stated in the request for payment, whether for a unit price contract or for payment on a lump-sum contract. 10.3 CITY'S ACTION ON A REQUEST FOR PAYMENT Within thirty (30) days from the date of receipt of a request for payment the City shall do one of the following: (a) Approve and pay the request for payment as submitted. (b) Approve and pay such other amount of the request for payment in accordance with Paragraph 10.4 as the City shall decide is due the Contractor, informing the Contractor in writing of the reasons for paying the amended amount. (c) Disapprove the request for payment in accordance with Paragraph 10.4 informing the Contractor in writing of the reasons for withholding payment. 10.4 CITY'S RIGHT TO WITHHOLD PAYMENT OF A REQUEST FOR PAYMENT The City may withhold payment in whole or in part on a request for payment to the extent necessary for any of the following reasons: (a) Work not performed but included in the request for payment, or the contract Price has been reduced by written change order. 35 (b) Work covered by the request for payment which is not in accordance with the Plans, Specifications and generally accepted construction practices, including if, in the opinion of the City, there is sufficient evidence that the Work has not been satisfactorily completed, or based upon tests and/or inspections the work is defective or has been damaged requiring correction or replacement . (c) In the event of a filing of a claim or lien, or information received by City of a potential filing of a claim or lien against the Contractor or City. (d) Failure of the Contractor to make payments to subcontractors, material suppliers or labor. (e) Damage to another contractor. (f) The City has had to correct a defect in the Work, or there are other items entitling the City to a set-off against the amount recommended. (g) Default of any of the provisions of the Contract Documents. 10.5 PAYMENT FOR UNCORRECTED WORK Should the City direct, in writing, the Contractor not to correct work that has been damaged or that was not performed in accordance with the Contract Documents, an equitable deduction from the contract amount shall be made to compensate the City for the uncorrected work. 10.6 PAYMENT FOR REJECTED WORK AND MATERIALS The removal of work and materials rejected under Paragraph 5.3 and the re-execution of work by the Contractor shall be at the expense of the Contractor and the Contractor shall pay the cost of replacing the destroyed or damaged work of other contractors by the removal of the rejected work or materials and the subsequent re-execution of that work. In the event that City incurs expenses related thereto, Contractor shall pay for the same within thirty (30) days after written notice to pay is given by the City. If the Contractor does not pay the expenses of such removal, after ten (10) days written notice being given by the City of its intent to sell the materials, the City may sell the materials and shall pay to the Contractor the net proceeds therefrom after deducting all the costs and expenses that are incurred by the City. If the proceeds do not cover the expenses incurred by the City, such additional amounts may be set-off against any payments due Contractor. 36 10.7 CHANGES IN THE WORK A. Chance Orders If conditions require a change in the scope of work or additional work varying from the original Plans or Specifications, such change shall be effected by the Contractor when the City issues a written Change Order. The Change Order shall set forth in complete detail the nature of the change, the change in the compensation to be paid the Contractor and whether it is an addition or a reduction of the original total contract cost. Should additional or supplemental drawings be required, they will be furnished by the Engineer. Compensation to be paid to the Contractor for accomplishing the work of a Change Order shall be established in one of the following ways: (a) By lump sum proposed by the Contractor and accepted by the City. (b) By unit prices established and agreed to. (c) By unit prices established for additional kinds of work. (d) By other methods as may be mutually agreed upon. (e) By force account wherein the Contractor provides the labor and materials at Contractor's direct cost plus 15% for overhead and profit. When the force account method is used, the Contractor shall provide full and complete records of all costs for review by the City. -00NEGM Claims arising from changes or revisions made by the Contractor at the City's request shall be presented to the City before work starts on the changes or revisions. If the Contractor deems that extra compensation is due for work not covered herein, or in Supplemental Agreement, the Contractor shall notify the City in writing of its intention to make claim for extra compensation before work begins on which the claim is based. If such notification is not given and the City is not afforded by the Contractor a method acceptable to the City for keeping strict account of actual cost, then the Contractor hereby waives its request for such extra compensation. The City is not obligated to pay the Contractor if the City is not notified as described above. The Contractor may refuse to perform additional work requested by the City until an appropriate agreement is executed by the parties. Such notice by the Contractor and the fact that the City has kept account of the costs as aforesaid shall not in any way be construed as proving the validity of the claim. 37 C. Differing Site Conditions Contractor shall promptly, and before such conditions are disturbed, notify City in writing of 1. Subsurface or latent physical conditions at the site differing materially from those indicated in this Agreement and its subparts; or 2. Unknown physical conditions at the site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inhering in the work of the character provided for in this Agreement. If City finds that conditions materially differ and will cause an increase or decrease in the Contractor's cost or the time required to perform any part of the work under this Agreement, whether or not changed as a result of such conditions, the City shall approve an equitable adjustment and will according modify the Agreement in writing. Any claim for an equitable adjustment of the contract price based upon differing site conditions is specifically conditioned upon prior written approval of the additional compensation by City. No claim of the Contractor under this clause shall be allowed unless the Contractor has given the notice required herein. Further, no claim by the Contractor for an equitable adjustment shall be allowed if asserted after final payment under this Agreement. 10.8 CANCELED ITEMS OF WORK The City shall have the right to cancel those portions of the contract relating to the construction of any item provided therein. Such cancellation, when ordered by the City in writing, shall entitle the Contractor to the payment of a fair and equitable amount covering all costs incurred by him pertaining to the canceled items before the date of cancellation or suspension of the Work. The Contractor shall be allowed a profit percentage on the materials used and on construction work actually done, at the same rates as provided for "Changes in the Work", but no allowance will be made for anticipated profits. Acceptable materials ordered by the Contractor or delivered on the site before the date of such cancellation or suspension shall be purchased from the Contractor by the City at actual cost and shall thereupon become the property of the City. 10.9 PAYMENT FOR WORK SUSPENDED BY THE CITY If the Work or any part thereof shall be suspended by the City as provided in Paragraph 9.3, the Contractor will then be entitled to payment for all work done except as provided in Paragraph 10.4. 10.10 PAYMENT FOR WORK BY THE CITY The cost of the work performed by the City removing construction materials, equipment, tools and supplies in accordance with Paragraph 5.7 and in correcting deficiencies in accordance with Paragraph 9.8 shall be paid by the Contractor. 99 10.11 PAYMENT FOR WORK BY CITY FOLLOWING TERMINATION OF CONTRACT A. Termination by City for Cause Upon termination of the contract by the City for cause, including abandonment or termination by Contractor, the City may enter into an agreement with others for the completion of the Work under this Agreement and the Contractor shall be held harmless for the work of others. No further payments shall be due the Contractor until the Work is completed and accepted by the City. If the unpaid balance of the contract amount shall exceed the cost of completing the Work including all overhead costs, Contractor shall be paid up to the amount of the excess balance on a quantum meruit basis for the work done prior to termination. If the cost of completing the Work shall exceed the unpaid balance, the Contractor or its Surety shall pay the difference to the City. The cost incurred by the City as herein provided shall include the cost of the replacement contractor and other expenses incurred by the City through the Contractor's default. In either event, all work done, tracings, plans, specifications, maps, computer programs and data prepared by the Contractor under this Agreement shall be considered property of the City. B. Termination by City Without Cause In the event the City without cause abandons, terminates or suspends this Agreement, the Contractor shall be compensated for services rendered up to the time of such termination on a quantum meruit basis and any work done or documents generated by the Contractor shall remain the property of the City. 10.12 TERMINATION OF CONTRACTOR'S RESPONSIBILITY The Contract will be considered complete when all work has been finished, the final construction review is made by the Engineer, and the project accepted in writing by the City. 10.13 RELEASE OF CLAIMS (INTERIM/FINAL) The Contractor shall deliver, with each request for payment, a completed Affidavit and Release of Claim on a form supplied by the City. Also, from each supplier or subcontractor who has notified the City of his right to file a Claim (Notice to City) or who is listed in the Contractor's Affidavit and Release of Claim as an unpaid, potential Claimant, a Claimant's Sworn Statement of Account, executed by the supplier or subcontractor, must be attached to each request for payment. If the completed forms are not supplied with the request for payment, the City will notify Contractor of the outstanding claims of record and, if said completed form(s) are not supplied within thirty (30) days, the City shall make joint payments to the Contractor and outstanding claimants. 39 10. 14 ACCEPTANCE AND FINAL PAYMENT When it is determined, as a result of a joint inspection of the Work by the Contractor, City, and Engineer that the Work has been completed in accordance with the terms of the Contract Documents, the Engineer shall certify completion of the Work to the City. At that time, the Contractor may submit the Contractor's final request for payment. The Contractor's final request for payment shall be the contract amount plus all approved written additions less all approved written deductions and less previous payments made. As a condition for Final payment, a Contractor's Final Affidavit must be received by the City along with his Final Payment Request and any as -built drawings which may be required. The Contractor shall furnish full and final releases of Claim for labor, materials and equipment incurred in connection with the Work, following which the City will release the Contractor except as to the conditions of the performance bond, any legal rights of the City, required guarantees and satisfaction of all warranty work, and shall authorize payment of the Contractor's final request for payment. 10.15 SATISFACTION OF WARRANTY WORK AFTER FINAL PAYMENT The making of the final payment by the City to the Contractor shall not relieve the Contractor of responsibility for faulty materials or workmanship. The City shall promptly give notice of faulty materials and workmanship and the Contractor shall promptly replace any such defects discovered within one (1) year from the date of final written acceptance of the Work by the City. 11.0 PUBLIC CONTRACT REQUIREMENTS 11.1 COVENANT AGAINST CONTINGENT FEES The Contractor warrants that he has not employed or retained any company or person, other than a bona fide employee working solely for the Contractor, to solicit or secure this Agreement and that he has not paid or agreed to pay any person, company, corporation, individual or firm, other than a bona fide employee working solely for the Contractor, any fee, commission, percentage, gift or any other consideration contingent upon or resulting from the award or making of this Agreement. For the breach or violation of this paragraph, the City shall have the right to terminate the Agreement without liability and, at its discretion, deduct from the Agreement price, or otherwise recover, the full amount of such fee, commission, percentage, gift or consideration. 11.2 INTEREST OF MEMBERS OF CITY AND OTHERS No officers, members or employees of the City and no member of its governing body, and no other public official of the governing body of the locality or localities in which services for the facilities are situated or carried out, who exercises any functions or responsibilities in the review or approval of the undertaking or carrying out of this project, shall participate in any decision relating to this Agreement which affects his all personal interest, or have any personal or pecuniary interest, direct or indirect, in this Agreement or the proceeds thereof. 11.3 CERTIFICATION OF RESTRICTIONS ON LOBBYING The Contractor agrees that no Federal appropriated funds have been paid or will be paid by or on behalf of the Contractor to any person for influencing or attempting to influence any officer or employee of any Federal agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with the awarding of any Federal contract, the making of any Federal Grant, the making of any Federal loan, the entering into of any cooperative agreement and the extension, continuation, renewal, amendment or modification of any Federal contract, Grant, loan or cooperative agreement. Further, Contractor shall fully comply with the Federal Lobbying Disclosure Act of 1995. If any funds other than Federal appropriated funds have been paid by the Contractor to any person for influencing or attempting to influence an officer or employee of any Federal agency, a member of Congress, an officer or employee of Congress or an employee of a member of Congress in connection with any Agreement, the undersigned shall complete and submit the attached Standard Form -LLL "Disclosure Form to Report Lobbying" in accordance with its instructions. Any and all subcontracts executed by Contractor for the Work hereunder shall likewise certify and disclose accordingly 11.4 INTEREST OF CONTRACTOR The Contractor covenants that he presently has no interest and shall not acquire any interest, direct or indirect, which shall conflict in any manner or degree with the performance of services required to be performed under this Agreement. The Contractor further covenants that in the performance of this Agreement, no person having any such interest shall be employed. The Contractor shall not undertake any professional work which conflicts with his duties as the City's Contractor without the prior written consent of the City during the term of this Agreement. Any work where the Contractor can reasonably anticipate that it may be called to testify as a witness against the City in any litigation or administrative proceeding will constitute a conflict of interest under this Agreement. 11.5 PUBLIC ENTITY CRIMES The Contractor shall file the attached sworn statement which is entitled PUBLIC ENTITY CRIMES, stating whether a person or affiliate as defined in Section 287.133 (1) Florida Statutes, has been convicted of a public entity crime subsequent to July 1, 1989, in accordance with the provisions of said statute. 41 11.6 DRUG-FREE WORKPLACE The Agreement documents also consist of the "Drug -Free Workplace Form" which is in accordance with Florida Statute 287.089 and must be signed and instituted. 11.7 COMPLIANCE WITH LAWS Contractor shall comply with all applicable federal laws that in any way regulate or impact the Work, including, but not limited to, The Clean Air Act (42 USC §7506(c)), The Endangered Species Act (16 USC §1531, et seq.), Executive Order No. 11593, Executive Order No. 11988, Executive Order No. 11990, The Fish and Wildlife Coordination Act (PL 85-624), The Safe Water Drinking Act Section 1424(e) (PL 93- 523, as amended), The Wild and Scenic Rivers Act (PL 90-542, as amended), The Demonstration Cities and Metropolitan Development Act of 1966 (PL 89-754), Section 306 of The Clean Air Act, Section 508 of The Clean Water Act, Executive Order No. 11738, The Civil Rights Act of 1964 (PL 88-352), The Age Discrimination Act (PL 94- 135), Section 13 of The Federal Water Pollution Control Act (PL 92-500), Executive Order No. 11246, Executive Order No. 11625, Executive Order No. 12138, Executive Order No. 12549, The Davis Bacon Act (40 USC §276), the Occupational Safety and Health Act and applicable regulations, and the Americans with Disabilities Act (PL 101- 336). 11.8 INSURANCE The Contractor agrees to carry insurance, of the types and subject to the limits as set forth below and maintain said insurance during the life of this agreement: (a) Workers' Comnensation - Contractor shall purchase workers' compensation insurance as required by law. (b) Commercial General Liabilitv - Contractor shall purchase Commercial General Liability insurance with a combined single limit of at least $1,000,000. (c) Commercial Auto Liabilitv - Contractor shall purchase Commercial Auto Liability insurance with a combined single limit of at least $1,000,000. Further, Contractor shall maintain such insurance as is reasonably required to satisfy its obligations under Paragraph 9.18 for the Work paid for by the City but not yet accepted. The insurance company selected shall be A+ or better per the Best's Key Rating Guide. The Contractor and the insurance company(s) shall agree to furnish the City thirty (30) days written notice of their intent to cancel or terminate said insurance. It is the full responsibility of the contractor to insure that all sub -contractors have full insurance coverage as stated above. The Contractor shall not commence the Work under this contract until he has obtained all the insurance required under this paragraph and certificates of such insurance have been submitted to the City, nor shall the Contractor allow any subcontractor to commence work on his subcontract until all insurance required has been so obtained and approved 42 by the City. The Contractor shall carry and maintain until acceptance of the Work, insurance as specified herein and in such form as shall protect him and any subcontractor performing work under this Contract, or the City, from all claims and liability for damages for bodily injury, including accidental death, under this Contract, whether by himself or by any subcontractor or by any one directly or indirectly employed by either of them. The Contractor shall furnish to the City certificates of insurance in duplicate showing proof of insurance, naming the City and the Engineer as additional insured parties, prior to the start of construction as provided in the Contract. 11.9 BOND The Contractor shall provide bonds issued by companies holding certificates of authority as acceptable sureties in the form prescribed by State Law, and generally as shown in these Documents, for Performance and Payment, each in the amount of 100% of the total contract amount. 11.10 PERMITS All City and St. John's River Water Management District permits and other permits necessary for the prosecution of the Work shall be secured by the City, except for Contractor's licenses and registrations. Contractor shall secure a building permit if required by the City's Building Official. 11.11 LAWS TO BE OBSERVED The Contractor shall give all notices and comply with all federal, state and local laws, ordinances, permit requirements and regulations in any manner affecting the conduct of the Work, and all such orders and decrees as enacted by bodies or tribunals having any jurisdiction or authority over the Work, and shall indemnify and save harmless the City and Engineer against any expense, claim or liability arising from, or based on, the violation of any such law, ordinance, regulation, permit requirements, order or decree, whether by himself or his employees. The failure of the Contractor to adhere to any known law or regulation pertaining to famishing services under this Agreement shall constitute a material breach of this Agreement. The Contractor acknowledges that this requirement includes compliance with all federal, state and local health and safety rules and regulations. The Contractor shall keep himself fully informed of all existing and pending state and national laws and municipal ordinances and regulations in any manner affecting those engaged or employed in the Work, or in any way affecting the conduct of tribunals having any jurisdiction or authority over the same. If any discrepancy or inconsistency is discovered in the Plans, Specifications, or Contract for this work in relation to any such law, ordinance, regulations, order or decree, he shall forthwith report the same to the 43 Engineer and City in writing. He shall at all times himself observe and comply with and cause all his agents, subcontractors and employees to observe and comply with decrees; and shall protect and indemnify the City and Engineer, their officers, employees and agents against any expense, claim or liability arising from or based upon violation of any such law, ordinance, regulations, orders or decree, whether by himself or his employees. All building construction work alterations, repairs or mechanical installations and appliances connected therewith shall comply with the applicable building rules and regulations, restrictions and reservations of record, local ordinances and such other statutory provisions pertaining to this class of work. 11.12 DEBARMENT AND SUSPENSION In accordance with Executive Order 12549, Debarment and Suspension (40 CFR 32), the Contractor shall agree and certify that neither it, nor its principals, is presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency; and that the Contractor shall not knowingly enter into any lower tier contract, or other covered transaction, with a person who is similarly debarred or suspended from participating in this covered transaction without prior written approval of the City. Upon execution of this Agreement by the Contractor, the Contractor shall complete sign and return a copy of the form entitled "Certification Regarding Debarments, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Federally Funded Transactions" attached hereto, and shall include the language of this Paragraph and the attached form in all subcontracts executed to support the Contractor's work under this Agreement. 12.0 MISCELLANEOUS 12.1 ADDRESSES FOR NOTICES All notices given under or in connection with any of the Contract Documents shall be delivered in person or by telegraph or registered or certified mail to the parties at the address as either party may by notice designate. 12.2 WRITTEN NOTICE Written notice shall be considered as served when delivered to the designated representative of the Contractor and receipt acknowledged or sent by registered mail to the individual, firm, or corporation to the business address stated in Bid Proposal. Change of Address: It shall be the duty of each party to advise the other parties to the Contract as to any changes in his business address until completion of the Contract. 12.3 TAXES Contractor shall pay all sales or other taxes of any type which may be incurred in connection with the Work hereunder, and shall reimburse the City for any such taxes paid by the City. 12.4 TIME IS OF VITAL IMPORTANCE It is agreed and understood that time is of vital importance with respect to the completion date for the Work and all other provisions of the Contract Documents. 12.5 NO WAIVER OF LEGAL RIGHTS Neither the payment for, nor acceptance of the whole or any part of the Work by the City or representatives of the City, nor any extension of time, nor the withholding of payments, nor any possession taken by the City, nor the termination of employment of the Contractor shall operate as a waiver of any portion of the Contract or any power therein reserved or any right therein reserved or any right therein provided, nor shall the waiver by the City of any of the Contractor's obligations or duties under this Agreement constitute a waiver of any other obligation or duty of the Contractor under this Agreement. 12.6 RIGHT TO WORK PRODUCT No reports, data, programs or other material produced in whole or in part under this Agreement shall be subject to copyright by the Contractor, in the United States or in any other country. The City or its assigns shall have the unrestricted authority to publish, disclose, distribute and otherwise use, in whole or in part, any reports, data, programs or other material prepared under this Agreement. All tracings, plans, specifications, maps, computer programs and data prepared or obtained under this Agreement shall remain the property of the City. Any use of any plans and specifications by the City except the use reasonably contemplated by the City at the time the City entered this Agreement will be at the City's risk and Contractor, its officers, directors and employees, will be held harmless from such use. IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed, the day and year first above written. ATTEST: 2 ` ally A. Maio, CMC City Clerk (SEAL) 45 THE CITY OF SEBASTIAN By: mee:?TJfi% ce K. Moore Title: City Manager Approved as to Form and Content for: Reliance by the City of Sebastian Only Rick Stringer, City A ey CONTRACTOR Signed, sealed and delivered in the presence of: NAME: Bernie /Barrile, Vice P esi ent Antoinette Peterson Dickerson Florida, Inc. Contractor y: ,� .L' Name:�g,'a�ry T. Dale v Title: President THE AMERICAN INSTITUTE OF ARCHITECTS AIA Document A310 Bid Bond KNOW ALL MEN BY THESE PRESENTS, that we Dickerson Florida, Inc. as Principal, hereinafter called the Principal, and Seaboard Surety Company a corporation duly organized under the laws of the State of ' New York as Surety, hereinafter called the Surety, are held and firmly bound unto City of Sebastian as Obligee, hereinafter called the Obligee, in the sum of five percent (5% ) of the amount bid---------- ------------------------------------------------------------------------------------- Dollars ($---------------- ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Alleyway Improvements, Reconstruction of the Alleyway South of Route 512 Sebastian, Florida NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 15th day of October d (Witness) ichard M. La Rue, Jr., Florida Licensed Resident Agent { AIA DOCUMENT A310 -BID BOND • AIA ®• FEBRUARY 7070 ED • THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D.C. 20006 , 2002 . Dickerson Florida. Inc. ���ncipaq i—p }�'(( a� TALC (rine) �ESIIJ Lir Seaboard Surety Compaq (Sine � By//p (Tine) Karen K. Beard, Attomey-in-Fact "Inquiries 828/236-1000" (Seal) (Seal) iheStfug Power of Attorney No. POWER OF ATTORNEY Seaboard Surety Company SL Paul Fire and Marine Insurance Company SL Paul Guardian Insurance Company St Paul Mercury Insurance Company 22821 United States Fidelity and Guaranty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Certificate No. 1352907 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters. Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Wallace N. Hyde and Karen K. Beard Asheville North Carolina of the City of State, their true and lawful A[tomey(s}in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge anv and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this 30th day of October 2001 Seaboard Surety Company United States Fidelity and Guaranty Company St. Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company St Paul Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. St. Paul Mercury Insurance Company r' `fO r0 U r ; /wr'0' r , amswaam 1927 hnua I,SE� 9ss>E F tags y97 6' Y951 JOHN FPHINNEY. Vice President craw a.rr+ Stare of Maryland City of Baltimore THOMAS E. HUIBREGTSE. Assistant Secretary On this 30th day of October 2001 , before me, the undersigned officer, personally appeared John F. Phinney and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. In Witness Whereof, l hereunto set my hand and official seal. m p�T'JRY eUC My Commission expires the 13th day of July, 2002. '@b�cT Pp 86203 Rev. 7-2000 Printed in U.S.A. REBECCA EASLEFONOKALA, Notary Public ACORD- CERTIFICATE OF PRODUCER SURETY'AGENCY, LLC 20 S. SPRUCE STREET SUITE 301 ASHEVILLE, NC 28801 INSURED DICKERSON FLORIDA, INC. P. O. BOX 719 STUART. FL 34995 DATE ImMDDm) LIABILITY INSURANCE l 107 02 828-236-1000 I THIS CERTIFICATE IS ISSUED AS A MATTER F INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NSURER A: INSURERS: TRAVELERS INDEMNITY COMPANY OF AMERICA INSURER C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LlrR TYPE OF INSURANCE : POLICY NUMBER PDALTE j.M Doml P06TE IM1 Mho WIN LIMITS GENERALLIABILITY EACH OCCURRENCE 1,000,000 _$ A —X- COMMERCIAL GENERAL LIABILITY C051OK6610 06/01/02 06/01/03 FIRE DAMAGE (Myanafre) S 300,000 ___—: CLAIMSMADE X OCCUR MED EXP(Any one person) : S —_ _5,000 PERSONALBADV INJURY I,S 1 OOO OOO GENERAL AGGREGATE S 2,00_0,000 _ GEN'LAGGREGATE LIMIT APPLIES PER:, PROD_U_C_TS-COMPIOP AGG IS `i 2,000,000 POLICY X JE C LOC - _ _ - — ----- AUTOMOBILE LIABILITY X i X COMBINED SINGLE LIMIT !ANY AUTO ! 810510K6591 06/01/02 06/01/03 . AEI aaceaant) __— Is 1'000'000 ALL OWNED AUTOS —1 SCHEDULED AUTOS X I HIRED AUTOS X I NON -OWNED AUTOS GARAGE UA131UW ANYAUTO IIj EXCESS LIABILITY_ i A ' X . OCCUR CLAIMS MADE DEDUCTIBLE X RETENTION S10,000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY i OTHER CUP51 OK6609 06101/02 06/01/03 I I DESCRIPTION OF OPEMMONSILOCATIONSIVEHICLESIEXCLU SION SAD QED BY ENDORSE ME NTSPECIAL PROVISIONS EVIDENCE OF INSURANCE BODILY INJURY S (Par Person) --- BODILY INJURY S (Per accident) PROPERTY AGE IS (Par ectident)tlent) I AL UUNIT-[ AGLIDENT 45 OTHER THAN EA ACC S I AUTO ONLY: AGG S EACH OCCURRENCE Is 25,000,000 AGGREGATE IS 25,000,000 Is IIS �IWC SUPT'' IOTH-I TORY LIMITS (TORY LIMITS 1 ER _ E.L.EACH ACCIDENT S . DISEASE E -EA EMPLOYEES E.L. DISEASE- POLICY LIMIT 13 CERTIFICATE HOLDER ADDITIONAL NSURED; INSURER LETTER: CANCELLATION T SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTPTIV /;/7 AUTHORIZER RESENTATIVE / ACORD 25-S (7197) — O A60RD CORPORATION 1988 ACORD CERTIFICATE OF LIABILITY INSURANCE DAT/24/2002 C 05/24/2002 'RODUCER Serial # THIS CERTIFICATE IS ISSUED AS A MATTER F INFORMATION ACIG INSURANCE AGENCY, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 12222 MERIT DRIVE, SUITE 1660 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. DALLAS, TX 75251-0000 INSURERS AFFORDING COVERAGE NSURED THE DICKERSON GROUP, INC. AND DICKERSON FLORIDA, INC. P.O. DRAWER 719 STUART. FL 34995-0000 INSURERA AMERICAN RISK FUNDING INS. CO. INSURER B: INSURER C: INSURER D: I I INSURER E: :OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ISR POUCYEFFECTIVE POUCYEXPIRATION TR - TYPE OFINSURANCE POLICY NUMBER DATE IMMmnm DATFIMIAmnI I LIMITS GENERALLIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE 0 OCCUR GEN -L AGGREGATE LIMIT APPLIES PER: POLICY I JEC LOC AUTOMOBILE LIABILITY ANY AUTO ALL OVMED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-DWNEDAUTOS GARAGE LIABILITY ANYAUTO EXCESS LIABILITY IOCCUR CLAIMS MADE DEDUCTIBLE RETENTION $ AND % EMPLOYERS' LIABILITY OTHER EACH OCCURRENCE S FIRE DAMA 1 $ MED EXP (Any one person) $ PERSONAL S ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP,OP AGG $ COMBINED SINGLE LIMIT $ (Es accident) BODILY INJURY $ (Par person) BODILY INJURY $ (Par accident) PROPERTY DAMAGE $ (Peraccident) AUTO ONLY -EA ACCIDENT S MER THAN EAACC S AUTO ONLY: AGO S EACH OCCURRENCE § AGGREGATE $ I$ $ 8 WCD0200229 06/01/02 06/01/03 X ITORYLIMITTS IOE�a E.L EACH ACCIDENT $ 1,600,000 E.L. DISEASE - EA EMPLOYEE $ 1,600,000 E.L. DISEASE - POLICY LIMIT $ 1,060,000 Sc IPTION OF OPERATIONSILOCATIONSN HICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS EVIDENCE OF INSURANCE ERTIFICATE HOLDER ADDITIONAL NSURED; INSURER LETTER: _ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR 70 MAIL 30 DAYS MITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AIrtNno1 n vvRESENTATIVE �/}�y'�/,1• MAX E. LEWELS CORD 25-S (7197) aACORD CORPORATION 1988 rage i of i The 1999 Florida Statutes View Statutes Order Statutes Online Sunshine Print View Title XIV Chaster 205 View Entire TAXATION AND Local Occupational License Chapter FINANCE Taxes 205.065 Exemption; nonresident persons regulated by the Department of Business and Professional Regulation. --If any person engaging in or managing a business, profession, or occupation regulated by the Department of Business and Professional Regulation has paid an occupational.license tax for the current year to the county or municipality in the state where the person's permanent business location or branch office is maintained, no other local governing authority may levy an occupational license tax, or any registration or regulatory fee equivalent to the occupational license tax, on the person for performing work or services on a temporary or transitory basis in another municipality or county. In no event shall any work or services performed in a place other than the county or municipality where the permanent business location or branch office is maintained be construed as creating a separate business location or branch office of that person for the purposes of this chapter. Any properly licensed contractor asserting an exemption under this section who is unlawfully required by the local governing authority to pay an occupational license tax, or any registration or regulatory fee equivalent to the occupational license tax, shall have standing to challenge the propriety of the local government's actions, and the prevailing party in such a challenge is entitled to recover a reasonable attorney's fee. History. --s. 32, ch. 92-203; s. 11, ch. 94-218; s. 1484, ch. 95-147; s. 6, ch. 99-254. A7rACHED 15 COPY OF OUR GC LECEN aE AND MARTS COUNTY OCCUR °T10NAL LICENSE FOR ROAD CONTRACTOR AND UNDERGROUND UTILITY. http://www.leg.state.fl.us/citizenldocumentslstatutes/StatuteBrowser99/index.cf.../SEC065.HT 6/2/00 2002-2003 MARTIN COUNTY ORIGINAL LICENSQ 97•1—c; IR—I ri5 CERT COUNTY OCCUPATIONAL LICENSE PHONE(5h 112A7—hA?O SICNO 0471AI Larry C. O'Steen, Tax Collector, P.O. Box 9013, Stuart, FL 34995 LOCATION: • - (561) 288-5604 3.340 SE DIXIE Fli{Y MAR CHARACTER COUNTS IN MARTIN GllU;vTY „•;'' PREVYR. S .00 LIC. FEE S 25-00 $ .00 PENALTY $ .00 $ .00 COL FEE $ • {% 0 $ .DO TRANSFER S ' -e 00 - TOTAL 25.00 DALE, LARRY IS HEREBY LICENSED TO ENGAGE IN THE BUSINESS, PROFESSION OR CCCUPARON - D I CK EK S ON FLORIDA INC .MISC. CONTR. - ROAD CONTRACTOR --QUALIFIER LARRY T DALE AT LOCATION LISTED FOR THE PERIOD BEGINNING ON THE PO BOX 719 STUART FL 34995 09 OAYOF SEPTEMBER •„02 AND ENDING SEP SER m.2003 12 02090602 002996 2002-2003 MARTIN COUNTY ORIGINAL COUNTY OCCUPATIONAL LICENSE Larry C. O'Steen, Tax Collector, P.O. Box 9013, Stuart, FL 34995 (561) 288-5604 CHARACTER COUNTS IN MARTIN PREVYR. S .00 LIC. FEE $ $ .00 PENALTY S S .00 COL FEE $ $ .00 TRANSFER S TOTAL 25.00 IS HEREBY UCENSEO TO ENGAGE AN THE BUSINESS, PROFEV .UNDERGROUND UTILITY AT LOCATION LISTED FOR THE PERIOD BEGINNING ON THE 09 DAYOF SEPTEMBER AND ENDING SEPIFA®ER = 2003 4 VSWb LICENSI,999—Ai 2()—n16 CERT PHONE(96112R7—AIR 2nSIC NO 0048 13 LOCATION: 3340 SE DIXIE HHY MAP. 50N FLORIDA, INC IER LARRY T DALE 719 FL 34995 .02 12 02090602 002997 X 0 4 5 6 4 7 4 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L0206130130.3- r RF. NRR 06/I';/ 002' niii3 Fat mrnFn797 The GENERAL CONTRACTOR - Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2004 DALE, LARRY THOMAS DICKERSON FLORIDA INC 3340 SE DIXIE HWY STUART FL 34997 JEB BUSH KIM"BINKLEY-SEYERI GOVERNOR DISPLAY AS REQUIRED BYLAW SECRETARY DRUG-FREE WORKPLACE FORM The undersigned Contractor, in accordance with Florida Statute 287.087 hereby certifies that -bV'VP ir'SOn rkr-� dn.. I !I C . does: 1. Publish a statement notifying employees that the unlawful manufacture, distribution, dispensing, possession, or use of a controlled substance is prohibited in the workplace and specifying the actions that will be taken against employees for violations of such prohibition. 2. Inform employees about the dangers of drug abuse in the workplace, the business' policy of maintaining a drug-free workplace, any available drug counseling, rehabilitation, employee assistance programs and the penalties that may be imposed upon employees for drug abuse violations. 3. Give each employee engaged in providing the commodities or contractual services a copy of the statement specified in Paragraph 1. 3. In the statement specified in Paragraph 1, notify the employees that, as a condition of working on the commodities or contractual services that the employee will abide by the terms of the statement and will notify the employer of any conviction of or plea of guilty or nolo contendere to any violation of Chapter 1893 or of any controlled substance law of the United States or any state, for a violation occurring in the workplace no later than five (5) days after such conviction. 4. Impose a sanction on, or require the satisfactory participation in a drug abuse assistance or rehabilitation program if such is available in the employee's community, by any employee who is so convicted. 5. Make a good faith effort to continue to maintain a drug-free workplace through implementation of Paragraph 1 through 5. As the person authorized to sign this statement, I certify that this firm complies fully with the above requirements. Date: 47 C�att'actor ��Y ?. DAA, P4.siC00 ? PUBLIC ENTITY CRIMES Any person submitting a quote, bid, or proposal in response to this invitation or a contract, must execute the enclosed form PUR. 7069, sworn statement under section 287.133(3)(a), FLORIDA STA -MITES, ON PUBLIC ENTITY CRIMES, including proper check(s), in the space(s) provided, and enclose it with his quote, bid, or proposal. If you are submitting a quote, bid or proposal on behalf of dealers or suppliers who will ship commodities and receive payment from the resulting contract, it is your responsibility to see that copy(ies) of the form are executed by them and are included with your quote, bid, or proposal. Corrections to the form will not be allowed after the quote, bid, or proposal opening time and date. Failure to complete this form in every detail and submit it with your quote, bid, or proposal may result in immediate disqualification of your bid or proposal. The 1989 Florida Legislature passed Senate Bill 458 creating Sections 287.132 - 133, Florida Statutes, effective July 1, 1989. Section 287.132(3)(d), Florida Statutes, requires the Florida Department of General Services to maintain and make available to other political entities a "convicted vendor" list consisting of persons and affiliates who are disqualified from public contracting and purchasing process because they have been found guilty of a public entity crime. A public entity crime is described by Section 287.133, Florida Statutes, as a violation of any State or Federal law by a person with respect to and directly related to the transaction of business with any public entity in Florida or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or with an agency or political subdivision and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. By law no public entity shall accept any bid from, award any contract to, or transact any business in excess of the threshold amount provided in Section 287.017, Florida Statutes, for category two with any person or affiliate on the convicted vendor list for a period of 36 months from the date that person or affiliate was placed on the convicted vendor list unless that person or affiliate has been removed from the list pursuant to Section 287.133(3)(f), Florida Statutes. Therefore, effective October 1, 1990, prior to entering into a contract (formal contract or purchase order in excess of the threshold amount for category two) to provide goods or services to TEE CITY OF SEBASTIAN, a person shall file a sworn statement with the contracting officer or Purchasing Director, as applicable. The attached statement or affidavit will be the form to be utilized and must be properly signed in the presence of a notary public or other officer authorized to administer oaths and properly executed. THE INCLUSION OF THE SWORN STATEMENT OR AFFIDAVIT SHALL BE SUBMITTED CONCURRENTLY WITH YOUR OUOTE OR BID DOCUMENTS. NON-INCLUSION OF THIS DOCUMENT MAY NECESSITATE REJECTION OF YOUR OUOTE OR BID. 48 SWORN STATEMENT UNDER SECTION 287.133(3)(a), FLORIDA STATUTES. ON PUBLIC ENTITY CRIMES THIS FORM MUST BE SIGNED IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO ADMINISTER OATHS. 1. This sworn statement is submitted with the Sebastian Highlands Alleyway Improvement Project Services Agreement for THE CITY OF SEBASTIAN. 2. This sworn statement is submitted by Jb jr C-.c:Da F&I c% , Inc—, whose business address is and (if applicable) its Federal Employer Identification (FEIN) is.� (n - / 3a 7509 3. MynameisL Ct,r / I 7-niP_ (please print name of individual signing) and my relationship to the entity named above is 4. I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any bid or contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state or of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 5. I understand that "convicted" or "conviction" as defined in Paragraph 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trial court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, nonjury trial, or entry of a plea of guilty or nolo contendere. 6. I understand that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, means: (1) A predecessor or successor of a person convicted of a public entity crime; or (2) An entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair market value under an arm's length agreement, shall be a prima facie case that one person controls another person. A person who knowingly 49 enters into a joint venture with a person who has been convicted of a public entity crime in Florida during the preceding 36 months shall be considered an affiliate. 7. I understand that a "person" as defined in Paragraph 287.133(1)(e), Florida Statutes means any natural person or entity organized under the laws of any state or of the United States with the legal power to enter into a binding contract and which bids or applies to bid on contracts for the provision of goods or services let by a public entity, or which otherwise transacts or applies to transact business with a public entity. The term "person" includes those officers, directors, executives, partners, shareholders, employees, members, and agents who are active in management of an entity. S. Based on information and belief, the statement which I have marked below is true in relation to the entity submitting this sworn statement. (Please indica which statement applies.) Neither the entity submitting this sworn statement, nor any officers, directors, executives, partners, shareholders, employees, members, or agents who are active in management of the entity, nor any affiliate of the entity have been charged with and convicted of a public entity crime subsequent to July 1, 1989. The entity submitting this sworn statement, or one or mo of the officers, directors, ex fives, partners, shareholders, employees, m ers or agents who are active in ement of the entity, or an affili of the entity has been charged with and con ' ed of a public entity ci ' subsequent to July 1, 1989, AND (Please indicate whic ditional stateme applies.) There has been a proceeding erning the conviction before a hearing officer of the State of Flori i ' 'on of Administrative Hearings. The final order entered by the he ' officer did lace the person or affiliate on the convicted vendor list. (P ase attach a copy of order.) The person o ate was placed on the convicted v or list. There has been a subseque t proceeding before a hearing officer of the a of Florida, Division of 'strative Hearings. The final order entered by hearing officer det ed that it was in the public interest to remove the person or affiliate om the convicted vendor list. (Please attach a copy of the final order.) The person or affiliate has not been placed on the convicted vendor list. (Please describe any action taken by or pending with the Department of General Services.) � ^ S. —Fa -I r-aq �, WOS I DC N T Date: o .h/DP 50 STATE OF FLORIDA COUNTY OF. The foregoing instrument was acknowledged before me this 2002 by, i,Ak,2y T. DALE PQ�S r DEN? (title) on behalf of b'(, Son F l ar ids . He/she is personally known to me or has produced identification and did () did not () take an ••••...•••..• •••••ANTOINETTE PETERSON...t (Notary Signature) ..`fir„ +' v"in Commission # D00154132 7 ( E.vires 9/29/2008 ,,,,,,,,. Banded through (80043 -4254 Florida Notary Assn.,. hr— Name: My Commission Expires: Commission Number: 51 day of In C. as BIDDER'S ODUALIFICATION OUESTIONaNAME NAME OF FIRM I)) r (�n✓1 F� c7 r I()C.., n G THE UNDERSIGNED GUARANTEES THE TRUTH AND ACCURACY OF ALL ANSWERS AND STATEMENTS CONTAINED HEREIN: 1. How many years have you been engaged in the contracting business under your present fir_ m name? ti- I4 2. List of current projects where your firm is the primary contractor indicating_ for each project I name of owner, amount, duration and completion date: I -5e 11) ((02AA)&eAt61 F7x07- /I.OS/.[alb•1D7hq rb y-, I /n/TiRA/ 5T. N0,0;/1 l.Di,,A4,J a,7.Zy,la Sj3,4 1) (tln,f< I ' I cQ A114 4zrlin Gn,/11-y I I I I I I 3. I List of projects (of similar nature to the proposed project) completed by your firm. in the last three (3) years indicating owner, amount, completion date, owner's contact person I and phone number. I _ I I sQ le5V FDOT�./ra�lG.os 91&/02 /�SeM /1U;u.12/C (-1-7 W9-707'� —_ 7r,�11 -KI-L Fro/rPrL 5�-Puicc'P-47A F=bDT —�a,aw. 1I2t:lo2 W10LIrg LAn/GEct7rI 4ITS6" 5p. S(fisit F T y./o� ro9.7� q Sept,/ A�-r, K I I 4. I Has your firm ever failed to complete work awarded? If so, detail where and why. I ! A_/0 I I I I 5. Attach a list of the equipment and vehicles owned by your firm.- W k«S-PP+ t PsA, AwAiW 5.1 I List below the equipment and vehicles that the firm will buy_ for this project:_ I I n1ONE r 5.2 I List below the equipment and vehicles owned by the firm that are available for this project: I I Q I l 'FIAT 15 �'c c�.ui�e n 1 I I I I I I I I I � j 1 I I 15.3 I I List below the equipment and vehicles that the firm will rent for this project: Nn List below the subcontractors that your firm will use on this project: (,FtA-tA-PLaoo --�-,,C_ -J 1 1 1 I 1 I 1 I I I I I I I I I I I � I I I List below the ke� personnel that will be assigned to this contract indicating the position and years of experience of each member:: 1.12�r✓iE Al.i1-c.vir.F Sln�ex '.�15 I ('.U! i r.tC u_ <, 'or rr lll'&, , nF,o7! :Z�5 pp-, . - -- I 2 i i i S. I Indicate the $ amount of sales of your firm for year 2001: n1/I-L I 8.1 I Indicate the $ amount of sales of your firm for year 2002: I 9 At,_OPLq a aw 9Wa0D ti Ifpl-'J I A Pvnl_ ASN A R b List names and titles of the officers, or partners of your firm: i-A?.Qu s. bAL9 OP-rsjf � J rQ`u-i�,J(,.0 PAL^1n�S V1r�V4�i-/�i 6iUf l7:CTA J, r lllV�yl�I L4 ,41 ci-.Y I�7r�TI (d)F,.mt' fps .A A IIV. kIrP h,<168, k)I L—AULi i Panted Name PRE5 J I DF O -f Title Dare Contract #20202 Please feel free to contact the following clients for references: Florida Department of Transportation Asem Al -Turk, Operations Center Engineer 3601 Oleander Avenue Fort Pierce, FL 34982 561-489-7072 Town of Vero Beach Cliff Southard, City Engineer P.O. Box 1389 Vero Beach, FL 32961-1389 561-978-5151 St. Lucie County Don West, County Engineer 2300 Virginia Avenue Fort Pierce, FL 34982 561-462-1707 Martin County Airport Mike Moon, Airport Director 2401 SE Monterey Road Stuart, FL 34996 561-221-2374 sabatello Development company Ted Sabatello 5610 PGA Boulevard, Suite 114 Palm Beach Gardens, FL 33418 561-624-6308 Banking Reference: Bonding Reference: Indian River County Terry Thompson, Prj. Manager 1840 25`^ Street Vero Beach, FL 32960 561-567-8000 Martin County Bernie Showman, Prj. Eng. 2401 SE Monterey Road Stuart, FL 34996 561-288-5927 City of Fort Pierce Hector Arias, City Engineer 100 North U.S. #1 Fort Pierce, FL 34950 561-460-2200 St. Lucie West Dev. Corp. Mack Flippen 1850 SW Fountainview Blvd. Port St. Lucie, FL 34986 561-340-3500 Reserve, PGA of America Bob Fromm, Engineer 590 NW Peacock Blvd., Ste. 9 Port St. Lucie, FL 34986 561-878-1700 SunTrust Bank Fran Wilkenson 2400 SE Federal Highway Stuart, FL 34995 561-835-2607 Seaboard Surety Company Agent: Surety Agency, LLC Karen Beard 20 S. Spruce Street, Suite 301 Asheville, NC 28801 ATE IMMS)DIY`/) PRACORD„ CERTIFICATE OF LIABILITY ISINSURACERTIFICATE NCE ISSUED AS A MATTER �IFIIDNFORMATION 02 828-236-1ODUCER000 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE SURETY AGENCY, LLC HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ")0 S. SPRUCE STREET ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. SUITE 301 ASHEVILLE, NC 28801 INSURERS AFFORDING COVERAGE INSURED INSURER A: DICKERSON FLORIDA, INC. INSURERS TRAVELERS INDEMNITY COMPANY OF AMERICA P. 0. BOX 719 INSURER C: STUART, FL 34995 INSURER 0: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ---- ---------- _-- --- L -SR TYPE OF INSURANCE POLICY NUMBER DATE (MAIMPM) DATE (MMIDD" LIMITS GENERALLIABILITY EACH OCCURRENCE E _1_,000,000 A _X COMMERCIAL GENERAL LIABILITY C051OK6610 06/01/02 06/01/03 FIRE DAMAGE (My one fire) E 3000-r 00 CLAIMS MADE , X:OCCUR MED EXP (Any one person)_ S 5,000 PERSONAL & ADV INJURY S 1,000,000 j GENERAL AGGREGATE jI $ Z000,0DJ GEN•L AGGREGATE LIMIT APPLIES PER: (PRODUCTS-COMPIOPAGG !E 2,000,000 POLICY X PRO- LOC_� AUTOMOBILE LIABILITY I1OOMBINED SINGLE LIMIT E 1,000,000 X � ANY AUTO ' 810510K6591 I. 06/01/02 � 06/01/03 ' IEa auitlenq j ALL OWNED AUTOS BODILY INJURY E erson) � SCHEDULED AUTOS (Perp i I X HIRED AUTOS BODILY INJURY NON -OWNED AUTOS j (Per acatlent)— FFF-----��� PROPERTYDAMAGE •,_�I __.._ _ I (Per accident) S GARAGE LIABILITY I AUTO ONLY - EA ACCIDENT E T ANY AUTO EAACC S AUTO ONLYN AGG S II EXCESS LIABILITY j j EACH OCCURRENCE Is 25,000,000 A X OCCUR jCLAIMB MADE CUP51OK6609 06/01/02 06/01/03 J AGGREGATE s 25,000,009 E 11DEDUCTIBLE _ E I X j RETENTION $10,000 S WORKERS COMPENSATION AND TORY Y LIMITS OTH-I --� S 1 ER I EMPLOYERS' LIABILITY ' I E.L. EACH ACCIDENT E E.L. DISEASE - POLICY LIMIT 1 E OTHER I, DESCRIPTION OF OPERATIONSILOCAnONSNEHICLESMXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS City of Sebastian Alleyway Improvements Certificate Holder is named as additional insured CERTIFICATE HOLDER - . ADDITIONAL INSURED; INSURER LETTER: _.._ CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION City of Sebastian DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 1225 Main Street NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO 00 SO SHALL Sebastian, Florida 32958 IMPOSE NO OSLIGA/T ON OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENT TI ES AUTNORIZ R RESENTgTNE ACORD 25-S (7197) m ACORD CORPORATION 1988 `ACIDRD„ CERTIFICATE OF LIABILITY INSURANCE I DaT05//24/2024/2DTn 02 PRODUCER Serial # I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ACIG INSURANCE AGENCY, INC. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 12222 MERIT DRIVE, SUITE 1660 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. DALLAS, TX 75251.0000 INSURERS AFFORDING COVERAGE INSURED THE DICKERSON GROUP, INC. INSURERA: AMERICAN RISK FUNDING INS. CO. j AND DICKERSON FLORIDA, INC. INSURER B: P.O. DRAWER 719INSURER C: 1j STUART. FL 34995-0000 INSURER D: I INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TSR ,TR TYPE OF INSURANCE POLICY NUMBER POIJUIEFFECTIVE OATF IMMm11rm POLICYEXPIRATION - nATFn.ru RlnlYYl LIMITS GENERAL LIABILITY EACH OCCURRENCE COMMERCIAL GENERAL LIABILITY I FIRE DAMAGE (An, one fire) 1S $ CLAIMS MADE FIOCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY S GENERALAGGREGATE GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCT$ - COMPlOP AGG I$ S 7 POLICY F JEC LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALLOWNEDAUTOS BODILY INJURY —I SCHEDULED AUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNEDAUTOS (Peracmdenl) $ PROPERTYDAMAGE $ (Per accident) - GARALIABILITY AUTO ONLY - EA ACCIDENT $NYAUTO A OTHER EA ACC $ AUTO ONLY:GE qGG $ IXC ESS LIABILITY 1 EACH OCCURRENCE $ OCCUR F CLAIMS MAGE I AGGREGATE Is I $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WCD0200229 06/01/02 06/01/03 I X IWCSTATU- I I T TORY LIMITS EMPLOYERS' LIABILITY E.L.ER EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE S 1,000,000 I E.L.DISEASE -POLICY LIMIT $ 1,000,000 OTHER , !SCRIPTION OF OPERATIONVI CATIONSIVEHICLESIEXCLUSIONSADDED BY ENDORSEMENTSPECIAL PROVISIONS City of Sebastian Alleyway Improvements ERTIFICATE HOLDER I I ADDITIONAL INSURED; INSURER LETTER: City of Sebastian 1225 Main Street Sebastian, Florida 32956 I -ORD 25-S (7197) CANCELLATION SHOULD ANY OF THEABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. ARESENTATIVE I nEn RFa5;7MAX E. LEWELS OACORD CORPORATION 1988 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That Dickerson Florida, Inc. P. O. Drawer 719, Stuart, Florida 34995 SEABOARD SURETY COMPANY Baltimore, Maryland 21209 Bond No. 431220 (Here insert full name and address or legal title of Contractor) as Principal, hereinafter called Contractor, and, SEABOARD SURETY COMPANY, of Baltimore, Maryland, a corporation duly organized under the laws of the State of New York, as Surety, hereinafter called Surety, are held firmly bound unto City of Sebastian 1225 Main Street Sebastian, Florida 32958 (Here insert full name and address or legal title of (>wner) as Obligee, hereafter called Owner, in the amount of Two hundred eighty two thousand eighteen and 77/100 Dollars ($ 282,018.77 ), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor has by written agreement dated October 28, 2002 , entered into a contract with Owner for CR 512 Alleyway Improvements Sebastian, Florida in accordance with Drawings and Specfcations prepared by Obligee (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise It shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1) Complete the Contract in accordance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the O er and the Surety jointly of the lowest responsible bidder, arrange f n d and sealed this 28t day of October (Witness) Ricand Aeue, Jondaicensed R ent Agent a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The tens "balance of the contract price", as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, administrators or successors of the Owner. 2002 Dickerson Florida, Inc. pe;resident (Principal) (Seal) rv?t. Da(Title) COMPANY Printed in cooperation with the American Institute of Architects (AIA) by Seaboard Surety Company. The language in this document conforms exactly to the language used in AIA Document A311, February 1970 edition. "Inquires (828) 236-1000" LABOR AND MATERIAL PAYMENT BOND SEABOARD SURETY COMPANY Baltimore, Maryland 21209 THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFULL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that Dickerson Florida, Inc. P. O. Drawer 719, Stuart, Florida 34995 (Here insert full name and address or legal title of Contractor) as Principal, hereinafter called Principal, and, SEABOARD SURETY COMPANY, of Baltimore, Maryland, a corporation duly organized under the laws of the State of New York, as Surety, hereinafter called Surety, are held firmly bound unto City of Sebastian 1225 Main Street Sebastian, Florida 32958 (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Owner for the use and benefit of Claimants as hereinbelow defined, in the amount of Two hundred eighty two thousand eighteen and 77/100 Dollars ($ 282,018.77 ), for the payment whereof Principal and Surely bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated October 28, , 2002 , entered into a contract with Owner for CR 512 Alleyway Improvements Sebastian, Florida in accordance with Drawings and Specifications prepared by Obligee (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, If Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the following conditions: 1) A claimant is defined as one having a direct contract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2) The above-named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. 3) No suit or action shall be commenced hereunder by any claimant: (a) Unless claimant, other than one having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above-named, within ninety (90) days after such claimant did or performed the last of the work or labor, or fumished ast of the materials for which said laim is made, stating th s stantial accuracy the amoupt'Cof h ned and the name ep y to whom the - (Witness) Richard M. La Rue, Jr., Florida Licensed Reent Agent materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail, postage prepaid, in an envelope addressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the transaction of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. (b) After the expiration of one (1) year following the date on .which Principal ceased Work on said Contract, it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law. (c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Court for the district in which the Project, or any part thereof, is situated, and not elsewhere. 4) The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Surety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. Dickerson Florida, Inc. (Principal) (Seal) BPresident (Title) SEABO/9R RETY CO AN / �rl4e; .1 aren RR Bea ttorney-m- Act Printed in cooperation with the American Institute of Architects (AIA) by Seaboard Surety Company. The language in this document conforms exactly to the language used in AIA Document A311, February 1970 edition. "Inquires(828)236-1000" 1heStPdul Power of Attorney No. POWER OF ATTORNEY Seaboard Surety Company St. Paul Fire and Marine Insurance Company SL Paul Guardian Insurance Company SL Paul Mercury Insurance Company 22821 United States Fidelity and Guaranty Company Fidelity and Guaranty Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc. Certificate No. 1352778 KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, and that St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws of the State of Minnesota, and that United States Fidelity and Guaranty Company is a corporation duly organized under the laws of the State of Maryland, and that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Wallace N. Hyde and Karen K. Beard of the City of Asheville , State North Carolina , their true and lawful Attomey(s)-in-fact, each in their separate capacity if more than one is named above, to sign its name as surety to, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrument to be signed and sealed this 30th day of October 2001 Seaboard Surety Company United States Fidelity and Guaranty Company SL Paul Fire and Marine Insurance Company Fidelity and Guaranty Insurance Company SL Patti Guardian Insurance Company Fidelity and Guaranty Insurance Underwriters, Inc SL Paul Mercury Insurance Company os e .P"M:' _-::_::' "e•+�°w,, ym.yo ayttwa % U 1927 wooan `°I '` 11 - i tlp y erre JOHN F. PHMNEY. Vice President O.�T K 'c EALV e � sZJLL/. 1977 8 19$1 /7 AIa^' �s F�br y State of Maryland ���� City of Baltimore THOMAS E. HUIIEREGTSE, Assistant Secretary On this 30th day of October 2001 , before me, the undersigned officer, personally appeared John E Phinney and Thomas E. Huibregtse, who acknowledged themselves to be the Vice President and Assistant Secretary, respectively, of Seaboard Surety Company, St. Paul Fre and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, United States Fidelity and Guaranty Company, Fidelity and Guaranty Insurance Company, and Fidelity and Guaranty Insurance Underwriters, Inc.; and that the seals affixed to the foregoing instrument are the corporate seals of said Companies; and that they, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the names of the corporations by themselves as duly authorized officers. O�,PFAS(EA� �0 In Witness Whereof, 1 hereunto set my hand and official seal. m pUe S rr My Commission expires the 13th day of July, 2002. �qE enr � 86203 Rev. 7-2000 Printed in U.S.A. I REBECCA EASLEY-ONOKALA, Notary Public WARNING TO OWNER: UNDER FLORIDA LAW, YOUR FAILURE TO MAKE SURE THAT WE ARE PAID MAY RESULT IN A LIEN AGAINST YOUR PROPERTY AND YOUR PAYING TWICE. TO AVOID A LIEN AND PAYING TWICE, YOU MUST OBTAIN A WRITTEN RELEASE FROM US EVERY TIME YOU PAY YOUR CONTRACTOR. ` r• c: February 20, 2003. Notice to Owner G c ro—_ To: Owner To: General Contractor H CITY OF SEBASTIAN DICKERSON FLORIDA, INC. 1225 MAIN STRET P.O. DRAWER 719 �— O r• SEBASTIAN, FL 32958 STUART, FL 34995 - Cr. Ln c. The undersigned hereby informs you that he has furnished or is furnishing services of material as follows: HAULING RIP RAP for the improvement of the real property identified as: CITY OF SEBASTIAN ALLEYWAY STRAIGHT STREET IMPROVEMENTS, SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA under an order given by CHAMPION CONTRACTING OF CENTRAL FLORIDA, 9065 ELLIS ROAD, W. MELBOURNE, FL 32904 - Florida law prescribes the serving of this notice and restricts your right to make payments under your contract in accordance with Section 713.06, Florida Statutes. Under Florida's laws, those who work on your property or provide materials and are not paid have the right to enforce their claim for payment against your property. This claim is known as a construction lien. If your contractor fails to pay subcontractors or material suppliers or neglects to make other legally required payment, the people who are owed money may look to your property for payment, EVEN IF YOU HAVE PAID YOUR CONTRACTOR IN FULL. -- RECOGNIZE that this Notice to Owner may result in a lien against your property unless all those supplying a Notice to Owner have been paid. -- LEARN more about the Construction Lien Law, Chapter 713, Part 1, Florida Statutes and the meaning of this notice by contacting an attorney or the Florida Department of Agriculture and consure Services, Division of Consumer Services. Via Certified Mail No. 7001 1940 0005 2684 5974 Return Receipt Requested cc: DICKERSON FLORIDA INC. CHAMPION CONSTRUCTION SURETY AGENCY, LLC. By: ANDREW R. MACHATA PRESIDENT Blackhawk Quarry 1400 Willowbrook Street, Palm Bay, FL 32909 - 7001 1940 0005 2684 5981 7001 1940 0005 2684 5998 7001 1940 0005 2684 6001 KSM KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 E.B.: 5693 MELBOURNE (321) 768-8488 ST. LUCIE (772) 229-9093 JOB LOCATION: City of Sebastian Road Improvements Sebastian, Florida ITEM TESTED Compacted Rock Base In Alley Way (STA 92+40 to STA 125+30) 9 Nuclear Density Tests @ $15.00 Each $ 135.00 1 Modified Proctor @ $50.00 Each TOTAL AMOUNT DUE THIS INVOICE PAYMENT DUE UPON RECEIPT Please Place Our Job Number On All Checks To Insure Proper Credit To Your Account THANK YOU re � 50.00 $ 185.00 INVOICE I"1 S W C. DATE January 30, 2003Cc JOB # KSM 30403-5D un CLIENT City of Sebastian 1225 Main Street ~ c Sebastian, Florida 32958 U1. — CONTRACTOR Champion Construction — JOB LOCATION: City of Sebastian Road Improvements Sebastian, Florida ITEM TESTED Compacted Rock Base In Alley Way (STA 92+40 to STA 125+30) 9 Nuclear Density Tests @ $15.00 Each $ 135.00 1 Modified Proctor @ $50.00 Each TOTAL AMOUNT DUE THIS INVOICE PAYMENT DUE UPON RECEIPT Please Place Our Job Number On All Checks To Insure Proper Credit To Your Account THANK YOU re � 50.00 $ 185.00 K S MGINEERING FAX (772) 589-6469 ).BOX 78-113771, SEBASTIAN. FL 32978-1377 acWILLIAM 3.: 5693 January 30, 2003 City of Sebastian 1225 Main Street Sebastian, Florida 32958 Re: City of Sebastian Road Improvements Sebastian, Florida KSM 30403-513 Dear Sir: AND TESTING, INC. SEBASTIAN (772) 589'0712 ME 321) 768-8488 S . UCIE RNF (772) 229-9093 Attached are the nuclear density test results performed on the rock base in the alleyway West of S. Easy Street to S. Wimbrow (STA 92+40 to STA 125+30) for the referenced project: Id you have any questions, please feel free to call. ler, P.E. KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 MELBOURNE (321) 768-8488 E.B.: 5693 ST. LUCIE (772) 229-9093 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED January 24, 2003 JOB # : 30403-5D CLIENT City of Sebastian CONTRACTOR Champion Construction JOB LOCATION: City of Sebastian Road Improvements Sebastian, Florida ITEM TESTED Compacted Rock Base in Alley Way (STA 92+40 to STA 125+30) MATERIAL Cemented Coquina Rock --------------------------------------------------------------------- TEST LOCATION DEPTH MOIS- DRY MAX. DRY PERCENT --------------------------------------------------------------------- OF SAMPLE TURE DENSITY PROCTOR VALUE COMPACTION Alleyway East of South Easy Street to South Wimbrow 1 STA 93+00 0" - 8" 8.2 125.0 127.0 98.4 2 STA 98+00 6.5 126.2 99.4 3 STA 103+00 9.0 125.0 98.4 4 STA 108+00 8.2 126.4 99.5 5 STA 112+00 " 7.5 124.6 98.1 6 STA 116+00 8.6 125.8 99.1 7 STA 120+00 7.6 127.2 " 100+ 8 STA 124+50 8.2 126.5 99.6 9 The East Side 7.5 126.0 99.2 Alley Off 119+00 KSM KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 E.B.: 5693 MELBOURNE (321) 768-8488 ST. LUCIE (772) 229-9093 MOISTURE -DENSITY RELATIONSHIP (ASTM D 1557) DATE January 24, 2003 JOB #: 30403 CLIENT City of Sebastian PROJECT Road Improvements Sebastian, Florida 129.0-I-----I-----I-----I-----I W E 128.0 --------------------- I G H 127.0 ------I---------I----- T P. 126.0 - - ----- ----- ----- C. F. 125.0 D -�----i-----i-----i- --- R Y 124.0 ��---------------�-- -- 123.0 -1 ----- I ----- I ----- I ------ I----- I -----I-----1 7 8 9 10 11 12 13 14 Moisture - Percent Of Dry Weight Soil Description: Cemented Coquina Rock Max. Dry Density: 127.0 P.C.F. Optimum Moisture: 9.0 Percent Ronald G. Keller, P.E. KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 MELBOURNE (321) 768-8488 E.B.: 5693 ST. LUCIE (772) 229-9093 January 30, 2003 City of Sebastian 1225 Main Street Sebastian, Florida 32958 Re: City of Sebastian Road Improvements Sebastian, Florida KSM 30403-51) Dear Sir: Attached are the nuclear density test results performed on the rock base in the alleyway West of S. Easy Street to S. Wimbrow (STA 92+40 to STA 125+30) for the referenced project: Should you have any questions, please feel free to call. O� VA-Sh KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 MELBOURNE (321) 768-8488 E.B.: 5693 ST. LUCIE (772) 229-9093 DATE TESTED CLIENT CONTRACTOR JOB LOCATION: ITEM TESTED : SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 January 24, 2003 JOB # : 30403-5D City of Sebastian Champion Construction City of Sebastian Road Improvements Sebastian, Florida Compacted Rock Base in Alley Way (STA 92+40 to STA 125+30) Cemented Coquina Rock --------------------------------------------------------------------- TEST LOCATION DEPTH MOIS- DRY MAX. DRY PERCENT OF --------------------------------------------------------------------- SAMPLE TURE DENSITY PROCTOR VALUE COMPACTION Alleyway East of South Easy Street to South Wi.mbrow 1 STA 93+00 0" - 8" 8.2 125.0 127.0 98.4 2 STA 98+00 " 6.5 126.2 99.4 3 STA 103+00 9.0 125.0 98.4 4 STA 108+00 8.2 126.4 99.5 5 STA 112+00 " 7.5 124.6 98.1 6 STA 116+00 8.6 125.8 99.1 7 STA 120+00 7.6 127.2 100+ 8 STA 124+50 8.2 126.5 99.6 9 The East Side " 7.5 126.0 " 99.2 Alley Off 119+00 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 MELBOURNE (321) 768-8488 E.B.: 5693 ST. LUCIE (772) 229-9093 DATE CLIENT PROJECT W E I G H T P. C. F. D R Y MOISTURE -DENSITY RELATIONSHIP (ASTM D 1557) January 24, 2003 JOB #: 30403 City of Sebastian Road Improvements Sebastian, Florida 129.0-----------� 128.0-----------� 126.0 125.0 -�--------------�---------�---- 124.0------I----------I-------------- j 123.0c - ----------I-----I----- ----- ----- r 7 8 9 10 11 12 13 14 I Moisture - Percent Df Dry Weight Soil Description: Cemented Coquina Rock Max. Dry Density: 127.0 P.C.F. Optimum Moisture: 9.0 Percent Ronald G. Keller, P.E. ' Q7 0" E1orv9E OF PELICAN ISLAND City of Sebastian, Florida Subject: Sebastian Alleyway Change Order #1 Approved for Submittal by: Terrence Moore, City Manager Agenda No. Department Origin: Engineering Dept. Head: F.vs Finance: General Services: Date Submitted: For Agenda of: Exhibits: Letter of proposal and change order EXPENDITURE I AMOUNT BUDGETED: REQUIRED: $11,102.10 1 $309,830. A/IUV 01/02/03 01/08/03 APPROPRIATION REQUIRED: $-0- The Engineering Department is requesting approval of change order #1 to the Sebastian Alleyway project. This change order will incorporate 3 items 1) extra survey and base material, 2) reconstructing the existing side streets adjacent to the alleyway and 3) installation of 201f of 15" RCP and cutting additional swales for water management. These items plus some rain days will increase the total allotted time for the job by 8 days. RECOMMENDATION Move to approve change order #1 in the amount of $11,102.10 and authorize staff to execute the necessary paperwork. 12/20/2002 13:37 4664198 PLANT14DFI ©G DIOHMRs0H FLORIDA4 INC. A COMPANY OF THE DICKERSON GROUP, INC. December 20, 2002 RAGE 02 3940 9.E, Db" Kighway 9tr,etr, Parlde 34887 P.O. Drawer 719 Stmmt� Fbrkle 34995 �1 (561)287 -SSW FAX (581( 297-4388 Mr. David Fisher, P.E. **Delivery via Fax Only City of Sebastian 1225 Main Street Sebastian, Florida 32958 Re; City of Sebastian Alleyway Improvements DFI Project No.; 13340 Dear David, As discussed during our telephone conversation yesterday afternoon, following is a summary of all change orders either previously submitted or anticipated for extra work on the referenced project. COR #1 - $1,121.25 for additional survey and base material - previously submitted COR #2 - $9,405.85 to reconstruct existing side streets - previously submitted COR #3 - $ 575.00 lump sum to install additional 20 If of 15" RCP and cut additional swales - not previously submitted. It is our understanding that there may be additional work required to tie-in the existing driveway at the Tile Store adjacent to the alleyway. Please advise If the City will require additional work at this location in order that we may provide additional pricing if required. Should you have any questions or require any additional information relative to this matter, please do not hesitate to contact me. Sincerely, DICKERSON FLORIDA, INC. Wendy R Vice ig Cc: Larry T. Dale - ldaigOdfifl com Jeff Mullis - Kimley Hom 3340summwyofcharrBmrderswdlna.doc KSM KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 321 768-8488 E.B.: 5693 MELBOURNESTUCIE (772) 229-9093 W t. T � INVOICE '� a cil F' DATE January 30, 2003 y 0 R JOB # KSM 30403-6D cwr CLIENT City of Sebastian -Z -- 1225 Main Street Sebastian, Florida 32958 CONTRACTOR Champion Construction JOB LOCATION: City of Sebastian Road Improvements Sebastian, Florida ITEM TESTED Compacted Rock Base In Alley Way (STA 92+40 to STA 70+00) 7 Nuclear Density Tests @ $15.00 Each $ 105.00 1 Modified Proctor @ $50.00 Each TOTAL AMOUNT DUE THIS INVOICE PAYMENT DUE UPON RECEIPT Please Place Our Job Number On All Checks To Insure Proper Credit To Your Account THANK YOU iAcccunt P.O. # Project #: '5-y�0 Amount:$ S• /J Date: V 4 50.00 $ 155.00 K S "— ER►NG g, MacWILLIAM ENA INE7721589-6469 SCHLEICHER 32g7g_1377 KELLER, 1377, SEBASTIAN, FL P.O. BOX 78- E.B.:5693 January 30, 2003 City of Sebastian treet 1225 Main Florida 32958 Sebastian, Re: City of Sebastian Road Improvements Sebastian, Florida KSM 30403-6D MG' TES A N TING (772) 589-0712 ME BOURNE (321) 6139093 ST. LUCIE (772) Dear Sir: y Performed on the rock base forif, thethe referenced Attached are the nuclear der test results West of S. Easy Street to Sebastian Blvd. (STA 92+40 to STA 70 00) project: nu have any questions, please feel free to call. KSM KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 E.B.: 5693 MELBOURNE (321) 768-8488 ST. LUCIE (772) 229-9093 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED January 22 & 27, 2003 JOB # : 30403-6D CLIENT City of Sebastian CONTRACTOR Champion Construction JOB LOCATION: City of Sebastian Road Improvements Sebastian, Florida ITEM TESTED Compacted Rock Base in Alley Way (STA 92+40 to STA 70+00) MATERIAL Cemented Coquina Rock --------------------------------------------------------------------- TEST LOCATION DEPTH MOIS- DRY MAX. DRY PERCENT OF SAMPLE --------------------------------------------------------------------- TURE DENSITY PROCTOR VALUE COMPACTION Alley Way West of (STA 92+40 To STA 74+46) 1 STA 75+50 0" - 8" 7.2 124.7 127.0 98.2 2 STA 80+00 " 6.8 125.0 98.4 3 STA 84+50 6.0 124.6 " 98.1 4 STA 88+00 7.4 127.5 100+ 5 STA 92+00 6.4 126.8 99.8 Alley Way STA 74+46 to STA 70+00 6 STA 73+00 7.0 125.7 99.0 7 STA 70+50 7.2 126.2 99.4 KSM KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 E.B.: 5693 MELBOURNE (321) 768-8488 ST. LUCIE (772) 229-9093 MOISTURE -DENSITY RELATIONSHIP (ASTM D 1557) DATE January 22 & 27, 2003 JOB #: 30403 CLIENT City of Sebastian PROJECT Road Improvements Sebastian, Florida 129.0-----------I----------I-----�-----I-----) w E 128.0------------------------------------� I G H 127.0 ------�-----------------------------� T P. 126.0 - ----- ----- -------------------------� C. F. 125.0----------------�-------------------� D R Y 124.0 I---------------I-------------------� 123.0 ----------------1 --- ,--1 ----- ----- I ----- I 7 8 9 10 ;11 12 13 14 Moisture - Percent Of Dry Weight Soil Description: Cemented Coquina Rock Max. Dry Density: 127.0 P.C.F. Optimum Moisture: 9.0 Percent Ronald G. Keller, P.E. KSM KELLER, SCHLEICHER & MacWILLIAM ENGIINE gR669 NG P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 E B.'. 5693 January 30, 2003 City of Sebastian 1225 Main Street Sebastian, Florida 32958 Re: City of Sebastian Road Improvements Sebastian, Florida KSM 30403-6D Dear Sir: AND TESTING, INC. SEBASTIAN (772) 589-0712 ME BOURNE (321) 768-8488 . LUCIE (772) 229-9093 Attached are the nuclear density test results performed on the rock base in the alleyway West of S. Easy Street to Sebastian Blvd. (STA 92+40 to STA 70+00) for the referenced project: Should you have any questions, please feel free to call. tfully, e er, P. a, 2 - o-� KSM KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 MELBOURNE (321) 768-8488 E.B.: Sfi93 ST. LUCIE (772) 229-9093 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED ; January 22 & 27, 2003 JOB # : 30403-6D CLIENT City of Sebastian CONTRACTOR Champion Construction JOB LOCATION: City of Sebastian Road Improvements Sebastian, Florida ITEM TESTED Compacted Rock Base in Alley Way (STA 92+40 to STA 70+00) MATERIAL Cemented Coquina Rock --------------------------------------------------------------------- TEST LOCATION DEPTH MOIS- DRY MAX. DRY PERCENT OF --------------------------------------------------------------------- SAMPLE TURE DENSITY PROCTOR VALUE COMPACTION Alley Way West of (STA 92+40 To STA 74+46) 1 STA 75+50 0" - 8" 7.2 124.7 127.0 98.2 2 STA 80+00 6.8 125.0 98.4 3 STA 84+50 6.0 124.6 98.1 4 STA 88+00 7.4 127.5 100+ 5 STA 92+00 " 6.4 126.8 99.8 Alley Way STA 74+46 to STA 70+00 6 STA 73+00 7.0 125.7 99.0 7 STA 70+50 7.2 126.2 99.4 KSM KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC. P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 FAX (772) 589-6469 SEBASTIAN (772) 589-0712 MELBOURNE (321) 768-8488 E.B.: 5693 ST. LUCIE (772) 229-9093 MOISTURE -DENSITY RELATIONSHIP (ASTM D 1557) DATE January 22 & 27, 2003 CLIENT City of Sebastian PROJECT Road Improvements Sebastian, Florida 129.0-I-----I----- I I W E 128.0-I-----I----- I I G I I H 127.0 - i----- i-- T P. I 126.0-I-----I----- !' C. I 9 F. I 125.0 -I ---------- D I R Y 124.0 I ---------- JOB #: 30403 123.0-1-----I-----I-----I----I-----I-----I-----1 7 8 9 10 11 12 13 14 Moisture - Percent f Dry Weight Soil Description: Cemented Coquina Rock Max. Dry Density: 127.0 P.C.F. Optimum Moisture: 9.0 Percent Ronald G. Keller, P.E. .STIAN PUBLIC WORKS DEPARTMENT OPEN PURCHASE ORDER (yDEDUCTION SHEET Q Ivl 67 APPROVED ON ACCOUNT NO: OR: NAME /0",e"" ADDRESS CITY FORrM�-e Describe Purc _ / 019 APPROVED TOTAL a 9 , P l i' -7 / INVOICE NO: DATE: DEDUCTION FOR PURCHASE / /Z -Z-o RUNNING TOTAL cwj 9/0/• S" Z, /38 M, IPURCHASE ORDER# CITY OF SEBASTIAN ATTENTION: FINANCE DEPARTMENT IMPORTANT 1225 Main Street PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING Sebastian, Florida 32958 NOTICES, BILLS OF LADING, PACKAGES, PACKING LISTS, INVOICES, FREIGHT SILLSAND CORRESPONDENCE CONCERNING Tel: (561) 589-5330 Fax: (561) 589-5570 THIS ORDER. TAX EXEMPT If 41-04.012831-64C VENDOR: IF PRICES WHICH APPEAR BELOW ARE NOT CORRECT CALL PURCHASING AGENT AND DELAY FURTHER ACTION PENDING ADVICE. ACCOUNT NUMBER AMOUNT ���PUj� A* MCHA�NO,. _. REQUISITIONER COPY p� EMERGENCY PURCHASE DATE REQUIRED: DATE SUBMITTED: 1. Department 2. Individual Requestina 3. Department Head (approval) 4. Final Approval 5. Disapproved (return to requestor) NAME ADDRESS CITY CITY OF SEBASTIAN 1225 Main Street Sebastian, FL 32958 PURCHASE REQUISITION ROUTING 6. Work/Job # 7. Project ID # 8. Account # 9. Purchase Order # 10. Stock Item 11. Immediate Use SUGGESTED VENDOR STATE r ri 'i -III l . 1- hry tlll al"1111 II It . _ I Y� aGw" it wy. f:�ll VIII III I�Illlllii ,Il For Finance Office Use Only Funds Available Funds Not -Available Budgeted Not Budgeted WHITE - Purchasing Copy CANARY - Finance Copy PINK - Requisitioner Copy GOLDENROD -Approved Copy EMERGENCYPURCHASE DATE REQUIRED: - DATE SUBMITTED: - 1. Department 2. Individual Requestino 3. Department Head (approval) 4 FinalApproval 5. Disapproverl (return to requestor) NAME ADDRESS CITY CITY OF SEBASTIAN 1225 Main Street Sebastian, FL 32958 PURCHASE REQUISITION ROUTING 6. Work/Job # 7. Project ID # 8. Account # 9. Purchase Order# 10. Stock Item 11. Immediate Use SUGGESTED VENDOR STATE ar ,11.3.r.11/ T anz—wza,vt .ta 17 �rwrr: � f ^ity ^ouavii on 1- -13 CITY OF SEBASTI HOME OF PELICAN For Finance Office Use Only Funds Available Funds Not -Available Budgeted Not Budgeted ZIP A1V ISLA VD WHITE - Purchasing Copy CANARY - Finance Copy PINK - Requisitioner Copy GOLDENROD - Approved Copy CITY OF CHANGE ORDER #: PURCHASE ORDER # �� COPY 7TSE HOME OF PELICAN ISLAND SEBASTIAN CHANGE ORDER FORM #1 KI:Z11 CONTRACTOR: Dickerson Florida Inc. ADDRESS: 3340 SE Dixie Highway Stuart, Florida 34997 PROJECT NAME: PROJECT #: PHONE #: CONTRACT NAME: CONTACT DATE: Sebastian Alleyway N/A 562-1222 Wendy R. Brann October 28, 2002 By the signature affixed below, both the City and the Contractor agree to the changes as stipulated herein. Upon proper execution of this document, the Contractor is hereby notified to commence work. All changes stated below are hereby incorporated and made a part of the Contract identified above, and all the terms and conditions of said Contract are enjoined and in full force while executing the change(s) stipulated as follows: 1) $1.121.25 for additional survev and base material 2) $9.405.85 to reconstruct existing side streets 3) $ 575.00 lump sum to install additional 20 If of 15" RCP and cut additional swales Note: This is Change Order #1 to the Sebastian Alleyway Project dated November, 2002. A) CONTRACT PRICE PRIOR TO THIS CHANGE $ 282 018.77 NET INCREASE (DECREASE) RESULTING FROM THIS CHANGE $ 11.102.10 NEW CONTRACT PRICE INCLUDING THIS CHANGE ORDER S 293.120.87 B) CONTRACT TIME PRIOR TO THIS CHANGE (NUMBER OF DAYS) 90 days NET INCREASE (DECREASE) RESULTING FROM THIS CHANGE (NUMBER OF DAYS) 8 NEW COMPLETION DATE INCLUDING THIS CHANGE _2_ MO. _28_ DAY —03— YR_= 98 days AGREED: % ' C1 TANT: t CITY S '8 Date: L��l'%7 Date: AvtbQriz Slghature Autho i i M n Aoor/ova s By City of Sebastian: ATTEST: City Engineer as to engineering Finance Director—LyWq--nto budget City Attorney s _ n� to legal General Services Admin. :5za as to contract/procurement Sally A. Ma o, CMC, City Clerk City of Sebastian, Florida Subject: Sebastian Alleyway Change Order #1 pprov for Submittal by: 3 Manager 4 Agenda No. 03,010 Department Origin: Bering Dept. Head Finance: h2c42-_-Je) d .A General Services: a -&+el ,r Date Submitted: 01/02/03 For Agenda of: 01/08/03 Exhibits: Letter of proposal and change order EXPENDITURE BUDGET REMAINING: APPROPRIATION REQUIRED: $11,102.10 I $ 25,906 I REQUIRED: $20,000 SUMMARY The Engineering Department is requesting approval of change order #1 to the Sebastian Alleyway project. This change order will incorporate 3 items 1) extra survey and base material, 2) reconstructing the existing side streets adjacent to the alleyway and 3) installation of 20 if of 15" RCP and cutting additional swales for water management. These items plus some rain days will increase the total allotted time for the job by 8 days. In addition, further studies of the improvement indicate additional drainage work. The current estimated cost for the additional work is $20,000, Therefore, we are recommending increasing the improvement budget by $20,000. RECOMMENDATION Move to approve change order #1 in the amount of $11,102.10 and appropriate an additional $20,000 for additional drainage work. 12/2B/2002 13:37 4664198 PLANT14DFI DuDICKERSON FLORIDA, INC. n COMPANY OF THE DICKERSON ORoUp, INC. December 20, 2002 PAGE 02 SS4o S.E. Dodd KQhway SUM P%nde8tB87 P.O. Drawer 719 .� Stuart, Florida 34985 1� (587)2B7-8820 'I FAX (581) 287.4888 Mr. David Fisher, P.E. **Delivery via Fax Only City of Sebastian 1225 Main Street Sebastian, Florida 32958 Re: City of Sebastian Alleyway Improvements DFI Project No.: 13340 Dear David, As discussed during our telephone conversation yesterday afternoon, following is a summary of all change orders either previously submitted or anticipated for extra work on the referenced project. COR #1 - $1,121.25 for additional survey and base material - previously submitted COR #2 - $9,405.85 to reconstruct existing side streets - previously submitted COR #3 - $ 575.00 lump sum to install additional 20 If of 15" RCP and cut additional swaies - not previously submitted, It is our understanding that there may be additional work required to tie-in the existing driveway at the Tile Store adjacent to the alleyway, Please advise If the City will require additional work at this location in order that we may provide additional pricing If required. Should you have any questions or require any additional information relative to this matter, please do not hesitate to contact me. Sincerely, DICKERSON FLORIDA, INC. Wendy R. r nn Vice Pres► Cc: Larry T. Dale - 1dalj2JEfi,e m Jeff Mullis - Kimley Horn 23405amR,aryokhengwrdei5pendtng.doc EMERGENCYPURCHASE DATE REQUIRED: DATE SUBMITTED: 1. Department 2. Individual Requesting 3. Department Head (approval) 4 Final Approval 5. Disapproved (return to requestor) NAME _ ... ADDRESS 7. CITY 8. CITY OF SEBASTIAN 1225 Main Street Sebastian, FL 32958 PURCHASE REQUISITION ROUTING 6. Work/Job # 7. Project ID # 8. Account # 9. Purchase Order# 10. Stock Item 11. Immediate Use SUGGESTED VENDOR STATE :.l _1 . 1 . _= i1 'Jr�'735. �r-�?r 7 33G5— Car 111.vway Ianrov,�.t:+cts council ori 1-3-93 CITY OF For Finance Office Use Only Funds Available Funds Not -Available Budgeted Not Budgeter' ZIP S BASTIA]4 HOME OF PELICAN ISLAND 11,1`12.1! WHITE - Purchasing Copy CANARY - Finance Copy PINK - Requisitioner Copy GOLDENROD - Approved Copy ., SERWASTM i t tl �. CHANGE ORDER #: #1 PROJECT NAME: PURCHASE ORDER # 3865 PROJECT #: CONTRACTOR: Dickerson Florida Inc. ADDRESS: 3340 SE DW Hiehwav Stuart, Florida 34997 PHONE #: Sebastian Alleyway N/A 562-1222 CONTRACT NAME: Wendy R. Brann CONTACT DATE: October 28, 2002 By the signature affixed below, both the City and the Contractor agree to the changes as stipulated herein. Upon proper execution of this document, the Contractor is hereby notified to commence work. All changes stated below are hereby incorporated and made a part of the Contract, identified above, and all the terms and conditions of said Contract are enjoined and in full force while executing the change(s) stipulated as follows: 1) $1.121.25 for additional survev and base material 2) $9.405.85 to reconstruct effistin¢ side streets 3) S 575.00 Immn sum to install additional 20 if of 15" RCP and cut additional swales Note: This is Change Order #I to the Sebastian Alleyway Project dated November, 2002. A) CONTRACT PRICE PRIOR TO THIS CHANGE NET INCREASE (DECREASE) RESULTING FROM TIES CHANGE NEW CONTRACT PRICE INCLUDING THIS CHANGE ORDER B) CONTRACT TIME PRIOR TO THIS CHANGE (NUMBER OF DAYS) NET INCREASE (DECREASE) RESULTING FROM TEES CHANGE (NUMBER OF DAYS) NEW COMPLETION DATE INCLUDING THIS CHANGE 2 MO. 28 DAY 03 YR — AGREED: CONSULTANT: Date: Authorized Signature Aoorovals By Citv of Sebastian City Engineer as to engineering Finance Director as to budget City Attorney as to legal CITY OF SEBASTIAN: Authorized City Manager ATTEST: S 282.018.77 S 11.102.10 S 293.120.87 90 days 8 B days Date: General Services Admin. as to contract/procurement Sally L Mayo, CMC, City Clerk EMERGENCYPURCHASE DATE REQUIRED: DATE SUBMITTED: ' i ) CITY OF SEBASTIAN 1225 Main Street Sebastian, FL 32958 PURCHASE REQUISITION ROUTING 1. Department "= 6. Work/Job# 2. Individual Requesting j t '. i - + r. 7. Project ID # For Finance Office Use Only Funds Available Funds Not -Available Budgeted Not Budgeted 3. Department Head (approval) � 8. Account # S 3 J115/- (9016 4 FinalApproval 9. Purchase Order# 5. Disapproved -- "'h/GL ���i'/O!/[-�'>'��d�0. Stock Item (return to requestor) 11. Immediate Use NAME ADDRESS CITY SUGGESTED VENDOR STATE ZIP {i7:t 'l i.--. i. '. tit Z1C�-; .J•'�'J li: i. i? ey-'>iii ';:� ;. ?in'_rr�roJ an? nllrrra�.zy-to •:r•wt1� "-or vllitton_1 contrict ^n3'.: Ln3t'111 aa?..r„r�una r.zi s1 3 c]],1,.�1�..,//��rr nin- it 3t3tio:a -')+,)I(rt^� +all3 �1l l 11T' =,)nt77;!:t-.-)3t: 3 orovi?n -ra: at+ 7 it o moil io u T, .`31ti�n�1 1 N'.jurat Eo: --10 rs-yuilt auafitttiia unlnr t>> :lain rant. 0itio113= contract a cot: "I0 r NT. , HOME OF • PELICAN ISLA1qD 11 U3.51 1,41'1.:? 3,374.1: 7,50"7.' 13,343.3? WHITE - Purchasing Copy CANARY - Finance Copy PINK - Requisitioner Copy GOLDENROD - Approved Copy Crew Reg. Hrs. Brian Grzesiak Manpower Totals Equipment # Hrs Materials Pipe Alleyway Totals $ SW1 Sheetl ReRort Period 6/24/2003 P7,5 ,5 Work Order #Mist ` Seba3ian Alleyway Fringe Off Hrs Reg Rate Off Rate Gross Rate 42.72% To 25 $ 14.20 $ 355.00 $ 151.66 $ 20 $ 14.00 $ 280.00 $ 119.62 $, 45 $ 28.20 $ 635.00 $ 271.27 $ 906.27 Rate Total ti $ $ Basin Bahia Floratam Concrete Misc Total $ 807.50 $ 807.50 $ - $ $ $ - $ 807.50 $ 807.50 $ 1,713.77 Page 1 DICKERSON FLAM'1146 ttCE ' Uti LETTER OF TRANSMITTAL Post Office Drafyr�r�tj�,l 1L (j[�j ](� 35 Stuart, Florida�u33dd �`' Phone: (561) 287-6820 Fax: (561)287-4660 TO City of Sebastian 1225 Main Street Sebastian, FL 32958 FOLLOWING ITEMS ARE..... [X] Attached I Copies I I Pay Request #3 I I I I I I I I REMARKS COPY TO: Me: x/LTRTRANS Date: 10 -Feb -03 Job No.: 13340 Attention: Reference: CR 512 Alleyway Improvements SIGNED: Selena Dewey PO — Prc,cctr . �TT /3 O X Amount; l.,� J91V%, EU. - Date: .Date: ignat 0 r ! Please, Remit To: Dickerson -Florida, Inc. P 0 Drawer 719 Stuart, FL 33495 (772) 287-6820 ------------------- - ANALYSIS OF ADJUSTED CONTRACT AMOUNT TO DATE: Period Ending: Jan 30, 2UU1 - Estimate No. 3 Project # 3340 CR 512 ALLEYWAY IMPROVEMENTS 1. ORIGINAL CONTRACT AMOUNT $ 282,018.77 2. ADDITIONS TO CONTRACT 11,102.10 3. DELETIONS .00 4. ADJUSTED CONTRACT AMOUNT TO DATE $ 293,120.87 ANALYSIS OF WORK PERFORMED: 1. COST OF ORIGINAL CONT WORK TO DATE $ 260,376.54 2. EXTRA WORK PERFORMED TO DATE 11,102.10 3. TOTAL COST OF WORK PERFORMED TO DATE 271,478.64 4. LESS RETAINAGE: 10.00% 27,147.86 5. NET AMOUNT EARNED ON CONTRACT WORK TO DATE 244,330.78 6. BILLED ON PREVIOUS ESTIMATES 143,382.89 7. TOTAL OF THIS ESTIMATE NO. 3 100,947.89 STATUS OF ACCOUNT TO DATE: 1. NET AMOUNT EARNED ON CONTRACT TO DATE $ 244,330.78 2. LESS PAYMENTS RECEIVED TO DATE 143,382.89 3. BALANCE DUE * $ 100,947.89 CERTIFICATION OF CONTRACTOR I certify that all items and amounts shown on the face of this estimate no. 3, are correct; that all work has been performed and/or materials supplied in full accordance with the terms and conditions of CITY OF SEBASTIAN (Owner) and Dickerson -Florida, Inc. (Contractor), dated Jan 0, 0000; that the items or which payment is requested have not been paid and there is no vendors, mecha csor of liens or conditional sales contracts which should be satis- fi dischar d before such payment is made. By: 'wy �P6"�.R/TZAarrile i g" CommfeabnODD015413z; Vice President It ; Z;Irea 912974006 Smied thmoh 600 454) Florida Notary ASM Ute. ` Date: Jan 30, 2003 CERTIFICA'�Zf !T 4 --Cr "CL7NST1iIMC' Y'C7NfENGINEER I certify that I have checked and verified this Estimate No. 3 , and that to the best of my knowledge and belief, it is true and correct statement of work performed and materials supplied by the contractor, and that the contractors certifiedstatementof this account and the amount due him is correct. BY: '/ FOR: s TITLE: DATE: PT-CB1003 Page- 1 Please Remit To: Dickerson -Florida, Inc. Contractor's Re est For Payment Job# 3340 P 0 Drawer 719 Owner: CITY OF SEBASTIAN Stuart, FL 33495 1225 MAIN STREET Per.Begin 12/31/2002 SEBASTIAN, FL 32958 Return By: 1/25/2003 Per. End 1/30/2003 Project: CR 512 ALLEYWAY Estimate# 3 IMPROVEMENTS Supt: Wendy Brann I Contract I Quantities Amount ($) 16 Copp�py. Code I Item I Quantity Unit Unit PricelTotal Amountl Previous I Current I Total I Previous I Period I To Date I To Uafe I I 1.00ICONSTRUCT, SURVEY 6 RECORI 1.00 IS I 11102.0001 I 11102.00 1 I .70 1 I .10 1 I .80 1 7771.40 I I 1 1110.20 1 8881.60 I 1 804 2.00IMOBILIZATION/DEMOBILIZATII I I 1.00 LS 39517.5501 I 39511.55 1 .50 1 .40 1 .90 1 19158.78 1 15807.02 1 35.565.80 1 908 3.001MOT 1 I I 1.00 IS 5551.0001 I I 5551.00 1 I .70 1 I .20 1 I .90 1 3885.70 I I 1 1110.20 1 4995.90 I 1 909 4.00IPREVENTION, CONTROL 6 ARAI 1.00 IS 1110.2001 I 1110.20 1 I .50 1 I .30 1 I .80 1 555.10 I I 1 333.06 1 888.16 I 1 808 5.001CLEARING 6 GRUBBING 1 4.30 AC 3330.6001 14321.58 1 4.30 1 .00 1 4.30 .1 14321.58 1 .00 1 1.4321.58_1 100% 6.001RELOCATE MAILBOX 1 1.00 EA 111.0201 111.02 1 .00 1 .00 1 ,00 1 .00 1 .00 1 .00 I 06_ 7. 00 1 EMBAN104ENT I I I 1.00 IS 59950.8201 59950.82 1 .70 1 .20 I .90 1 41965.57 1 11990.16 1 53955.73 1 908 8.00IOPTIONAL BASE GROUP 1 1 I I 140.00 SY I 5.3801 I 753.20 1 I .00 1 I 140.00 1 I 140.00 1 .00 1 I I 753.20 1 753.20 I 1 1003 9.00IOPTIONAL BASE GROUP 6 1 I I 12218.00 BY I 5.5501 I 67809.90 1 I 8525.00 1 I 3655.00 1 I 12180.00 1 I 47313.75 1 I 20285.25 1 67599.00 I 1 1006 10.0011 1/2" TYPE S 1 12358.00 SY I 3.9401 I 48690.52 1 I 6026.00 1 I 8263.81 1 I 14289.67 1 I 23742.44 I I 32559.65 1 56302.09 I 1 1166 11.001TYPE C DITCH BOTTOM INLETI 2.00 EA 1332.2401 2664.48 1 .00 1 2.00 1 2.00 1 .00 1 2664.48 1 2664.48 1 1006 12.00115" CORR ALUM CULVERT PIPI I I 36.00 IF 33.3101 1199.16 1 .00 1 36.00 1 36.00 1 .00 1 1199.16 1 1199.16 1 1006 13.0014" PVC (SCH 80) 1 I I 9.00 IF I 11.1001 I 99.90 1 I .00 1 I 9.00 1 I 9.00 1 I .00 1 I 99.90 1 99.90 I 1 1006 14.0018" PVC (SCH 80) 1 I I 20.00 IF I 16.6501 I 333.00 1 I .00 1 I 20.00 1 I 20.00 1 I .00 1 I 333.00 1 333.00 I 1 1006 15.001BOLLARDS 1 I I 10.00 EA I 138.7801 I I 1387.80 1 I .00 1 I 8.00 1 I 8.00 1 I _ .00 1 I 1110.24 1 1.110.24 I 1 806 16.0014" CONC SIDEWALK 1 I I 29.00 BY 24.4201 I 708.18 1 I .00 1 I 20.00 1 I 20.00 1 I .00 1 I 488.40 1 _488.40.1 I 69.6 11.0016" CONC SIDEWALK 1 1 1 116.00 BY I 33.3101 I 3863.96 1 I .00 1 I 90.00 1 I 90.00 1 I .00 1 I 2997.90 1 299.7_.90 1 I 786 18.00IRIPRAP RUBLE 1 I I 20.00 BY 1 111.0201 1 2220.40 1 1 .00 1 1 20.00 1 1 20.00 1 1 .00 1 1 222.0.40 1 2220.40 1 1 100% 19.00IRESETTING GUARDRAIL 1 1.00 IS 1 3108.5601 I 3108.56 1 I .00 1 I .00 1 I .00 1 I .00 1 I .00 1 .00 1 I 06 20.00IBAHIA SOD I 10100.00 BY 1.2001 12120.00 1 .00 1 5000.00 1 5000.00 1 .00 1 600_0.00 1 6_000.00 1 506 21.00ISINGLE POST SIGNS 1 26.00 EA 166.5301 4329.78 1 .00 1 .00 1 .00 1 .00 1 .00 1 .00 1 06 r ?T-CB1003 ?roject: CR 512 ALLEYWAY IMPROVEMENTS Page- 2 Estimate# 3 I I Code I Item I I I 22.00ITHERMO DIRECTIONAL ARROW I Sub -Total I I 23.00IADD'L SURVEY AND BASE 14TLI I I 24.00IRECON ER SIDE STREET I I I 25.00IADD'L 20FT OF 15" RCP a I Sub -Total I I I I I I Grand Totals 1 293120.87 1 I 159314.32 112164.32 I 271478.64 I 938 Contract I Quantities Quantitv Unit Unit PricelTotal Amountl Previous I Current I 16.00 EA I 66.6101 I 1065.16 1 .00 1 1 1 .00 1 I 1 08 I 1 I 282018.77 I I I 101062.22 1 260376.54 1.00 LS I 1121.2501 I 1121.25 1 .00 1 I I 1.00 1 1.00 IS I 9405.8501 I 9405.85 1 I .00 1 I 1.00 I 1.00 IS I 575.0001 I 575.00 1 I .00 1 I 1.00 1 1008 I 1 I 11102.10 1 I I 11102.10 1 11102.10 1 I I I I I I Grand Totals 1 293120.87 1 I 159314.32 112164.32 I 271478.64 I 938 Amount 19) 18 Conq. Total I Previous I Period I To Date I To Da,e I .00 1 I .00 1 I .00 1 .00 I 1 08 I 1 159314.32 1 I I 101062.22 1 260376.54 I 1 928 I 1.00 1 I .00 1 I 1121.25 1 1121.25 1 I 1008 I 1.00 I .00 1 I 9405.85 1 I 9405.85 1 1008 I 1.00 1 I .00 1 I 575.00 1 I 575.00 1 1008 I I .00 1 I I 11102.10 1 11102.10 1 I 1008 I I I I I I Grand Totals 1 293120.87 1 I 159314.32 112164.32 I 271478.64 I 938 U.1tUZi US 10:210 PAI 001 00Z tsoea C]_❑ Nmley-Hom Mand Associates, Inc. Fax Transmittal To: `f UQ/ GKGk FaxNo.: FirmMocation: Cl ry r 561.41 r,,+V Job No.: From: J.M. Job Name: Original coming by mail: Yes ❑ No Ri If you have any problems, please call 772 562 7991 and ask for. Total number of pages, including cover sleet: 3 Comments: nyt 7-05 4pbj rtowAL AvE0 4 &V4 T1�5 c@aq wr IFies To Suite 400 60121' Street Veto Beach, FL 32960 TEL 772 562 7981 FAX 772 562 9689 (7 72-) sg t- 6) 0 11 �CC Pr7 tik✓ W ?onciN5vw qo0) SF <P0 °y) . This facsimile is intended for the addressee named herein and may contain lnformation that is confidential. !f you are not the intended recipient or the employee or agent responsible for delivery to the addressee, you are hereby notified that any review, dissemination, disclosure, or copying ofthis communicatton is strictly prohibited. 1fyou have received this facsimile in arror, please immediately naitfy as by telephone, and miurn the original facsimile to us at the address above via the U.S. Postal Service. Thank you. i f �x A CX LU' m } _ Q EX FW MyF(HPf` 1 Js50 M--�FYeA L A1. o N�13Yr pp 2}3]400' hIJ1.1lY "f yl�j- 1-}112 1 p,}lID IT_lu.s.m �r erl}J.x2n cn nui Ar+4 p9t gpryX/_ SfA 132i6443. O,pY' @FV. 3201 Z IINRHVI A514IIh1). � / CI AHAa—A�F�Jay �tY1N0 WDA GRYCIF Sf8A97U1N W•=. SEHh4Tl/M HIGF 18 p11 FYWAY CONSfRunnUCTOlJ �YJ4:MlpbElp ♦elYMl Q � ia"i'mu�erolr rF_r� r' .d0'1awmJ[r CV.rxL 4r.cWc. Armw 1 �1 7 � �gULNF tIM if Q 6 I Y LY L!V 1 �• (>,rt5 Sl/1P[i H xE[JW IY _�� � `` J1�1 • f •'1,311'00"'[{ ''� .�uVl �,r ry.0 r IT}rtMl — r_.__. �LONSf.i IXenn• _.__ �^l,nP.. � 1 Q. 1(sWe[_ __—F_ '_Iff RIPAdTr �5PM�4911yIF`� {1 lyzL.xs _ y,� 'NIM1141- U4' DEV 91 7z CNII 1l'AILM� µX1/1 1 � Mev' Mll f3 SWAi ] W T r9�I131943! A"MV \ i-l]196� Mm 4N/RU4L 8lA G5V1612 I-xG145' YC=Ixz149m uclgxr �r�l-" � KC•IL PT. �Y•e� i+911X1 r o f + i r i I N _ a 1 i 1 f ¢elBo —_--{ — CITY OF s®AsnMi F qI �+Yl�e�� •• NMI. f� 1S91�xNm U,l 1 SEBWLANIfIGI DS 7 - _LEYWAY CONSTVWCTM 17 c C G I_ 1S91�xNm U,l 1 SEBWLANIfIGI DS 7 - _LEYWAY CONSTVWCTM 17 c C G 01/03/2003 17:53 4664198 PLANT14DFI PAGE 01 Fax Cover Sheet DICKERSON FLORIDA, INC. PLANT 14 P_O. DRAWER 719 STUART, FLORIDA 34995 772-461-0852 772116614198 FAX DATE: ATTN: 1 JU,u^ ,�/ FROM: � 1 J 0 A A d/ A 1"vI A M/Yl Comments 0 7a m U TIME:nn��77 4•-W /� q F.9Xk: 1/aP —�% —CJ��/ # OF FAGFS (including cover sheet) Should you not receive all pages as indicated, please call ext 2101 01/03/2003 17:53 4664198 PLANTI4DFI 13 ^ 13ICICERSOIM FLORIDA. INC. C. ♦ COMPANY OF TME gCKERBON GROUP, INC. January 3, 2003 PAGE 02 3340 S.E. Dbde Highway Stuart Florida 34997 P.O. Drawer 719 Stuart, Florida 34995 (772) 287.8920 FAX (772) 287-4660 Mr. David Fisher, P.E. **DeNvery via Fax OnN City of Sebastian 1225 Main Street Sebastian, Florida 32958 Re: City of Sebastian Alleyway Improvements DFI Project No.: 13340 Dear David, Pursuant to our contract agreement on the above referenced project. Please see the attached proposal we received from our subcontractor, Champion Contracting of Central Florida, Inc., to perform the extra work at the Tomlinson Tile location. Please note you will have to include our allowable 15% mark-up for contract and bond. We are agreeable to performing the additional asphalt work at our contract unit price of $3.94 SY at 110 SY for a total of $433.40. Please also note we will require an additional 1 day be added to our contract for this work. Your review and approval would be greatly appreciated. If this proposal meets with your approval, please issue a Change order at your earliest convenience. Should you have any questions or require any additional information, please do not hesitate to contact me. Sincerely, DICKERSON FLORIDA, INC. / rA Wendy R. Brann Vice President Cc: Larry T. Dale - WaWradfifl_com Jeff Mullis - Kimley Horn 3340-eortbdtyo7_sewsti nforextmwer*uammfin CMO.det 61/03/2003 17:53 4664198 PLANT14DFI January 3, 2003 Wendy Brann Dickerson Florida Inc. PO Drawer 719 Stuart, F4 34995 Re: Owner request additional work for Tile business drive Change request #4 Prj: The Alk yway Sebastian, FL Dear Mrs, Braun; Please find enclosed sketches illustrating the additional work that has been requested by the owner. The total area of additional work equals approximately 110 square yards. We respectfully request the following additional compensation: I. Survey & record drawings: 2 hours @ S80/hr = S 160.00 -Staking 1 hours -Calculations .5 hours -Asbuilts .5 hours 2. Maintenance of traffic = S 90.00 3. Embankment = $ 490.00 4. Optional base grp #6: 11.0sy @ $5.00/sy = S 550.00 5. Sodding bahia: Osy @ $ 1.08/sy = $ 0.00 6. Asphalt $ DFT Total request S 2,29U 00 Time request .8 days Please forward this request to the owner for approval. Don't hesitate to call if additional details are required. aC v su Vice President PAGE 03 01/03/2003 1753 _ 46L,4192 all andl� `MsMates, Lrz Fax D-ansmitta! PLANT14DFI PAGE 04 Ile e., MODI� r,�CIG/YY+ 6uim 400 601 1N Sam Yara BswK PL )1960 TEL 792 7617991 FNf TM 5619669 To: Wrf,volf Ati4WN FaxNa.: 772 -26'7- 9666 FtrtdLacation: I G ga& e, w lob No.: A From; rSfF Ac040NtfT lobNtunc. %( S`7 -tit+ /iCCGY f Original coming by mail: Yom ❑ No CR / if you have any problems, please call 772 562 7961 and oak for: Total number of psgoi, including eover sheet Comments: wr#V AX,, �vA"Y Ai)eiiei"-r �¢xrNF You St+oN�p usP.d C!1 -L M T H-6 /LeggCtT, .x4h 414Apyf-e; 7o rUC6 TomLlPJfGw/ rlcE. TFYO" khyr4wt &«c Pc-psf6 k7 (772)719-9 to% •T4AWer Thir facr(mf(a is lmngdad fbr the aehfrasrN wmed he n eud may "Wain infhemnt(em motif to'VI& OL //JMU ur<aa! the irteendcdrrelpieni or din emPlayaa er axent rup,xuf5(r fnr ddivery ro the uldsrrr<e, yon oR hereby naNfied thot eny rrwrw� dtrre.dnalivn dYcloaure, ae coyyLre of thu ^_cm�n�nicatien u +Irictly prak(6iMd. Yyou hove rece(red this%arriinite U Vr'x• Oleare immadiaNty natio us by telephottr. end return the orfpinalJeaimila ,a as er the edd+sar a6" vta As V$ Portal Service. 7%m+4 you. 01/03/2003 &34® ! /® W�:_ _� _,__ W 01/03/2003 17:53 4664198 J Fuv^YJG�CIOL�U 17•Yli "Z GCf 4Db" RAIA C w-ws YA AWMA u PLANT14DFI PAGE 06 "'i1 1M'l 4bbN FJ. 1641104 �I pi. I S. :. I•h'y:i l I s �e r { ��� 05'�lLl'Y183MlXOSVW I r i j I yy"• � � i I TOTAL P.04 TheStftl Surety GFTIF:RAT, FW _STATUS:MTQUIiRY. '03 JUL 30 € 910 28 TO: City of Sebastian 1225 Main Street Sebastian, FL 32958 CONTRACTOR ............: Dickerson Florida, Inc. CONTRACT DESCRIPTION..: Alleyway Improvements, CR 512, Sebastian, FL Estimated Completion Date - 1/26/03 7/26/2003 Bond No. 43122002 Contract Surety CAER: City of Sebastian QCWflXT PRICE: $282,019 BOND A�WNT. $282,019 EFFECTIVE DATE: 10/28/02 It is understood that this information is furnished for the confidential use of the Surety, and is merely an expression of opinion, and in furnishing this information, no guaranty or warranty of accuracy or correctness is made; Nor is responsibility assumed as a result of reliance on such information. 1 ii&a" �. Dorothy Varner Attomey-in-Fact wwwwxxwxxxxxxxw xwxwwwwwwxwwwwwwwxxwwxxxwxxxxwwwwxxxwxxwwwxwwxwwwwwwwwwwxxxwwwwwwwwwwxwwxwwxxxxxwww 1. IF CONTRACT COMPLETED.....: APPROX2MATE COMPLETION DATE -1 APPROXIMATE ACCEPTANCE DATE FINAL CONTRACT PRICE $ 2. IF CONTRACT UNLUMPLOTED...: PROBABLE CCIdPLETION DATE APPRQ=TE g OR $ AMOUNT OF CONTRACT CUVKETID DO YOU TNOW OF ANY UNPAID BILLS FOR LABOR OR MgmFar LSv 'r 306,94v• 619 YES NO k'- DATE 4 ' SIGNATURE..........: PRINT' NAME & TITLE.: `�P.V 9 F%S SIJ Gc BUJ "� wwwwwxxxxxwwxxwwwwwwxwwwxxwxwwxwxwxxxxxxwwwwwwwxxxwwwwxwxwwwxwxxxxwwxxwxxxxw:xwwwwwwwwwwwwxwwwxxww PLEASE RETURN ORIGINAL TO: DIARY DATE: 10/26/2003 St. Paul Surety CHARLOTTE BRANCH OFFICE 5821 FAIRVIEW ROAD CHARLOTTE, NC 28209 (704) 556-8817