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01-26-98Page 3 PROJECT: Atlantic Beach, Florida POWER CONSUMPTION CALCULATIONS Electric motor effiaency 0.9 0.9 Pump effiaency 0.75 0.75 Blower eifiaency 0.6 0.6 Pump horsepower, BHPftank 43 43 Blower horesepaver, BHPftank 57 57 Total horsepower, BHPftank 100 100 Total design equivalent horsepower, BHP 146 146 SLUDGE PRODUCTION Sludge Yiek1 Factor 0.7 0.7 Sludge Yield (Ibs/d) 2,218 2,218 Sludge Concentration (%) from SBR 0.7 0.7 Sludge Wasting Rate (gpd) 38,000 38,000 Waste Sludge /cycle (gal) 2,438 1,218 WAS Pumping Rate (gpm) 200 200 Waste Sludge Cycle Time (min) 12 6 Thickened Sludge Concentration (%) 1.5 1.5 Thickened, Digested Sludge (gpd) 17,733 17,733 MLSS (mg/I) ~ TWL 2,500 2,500 Sludge inventory (Ibs) 28,574 28,574 SRT (1ldays) 72.88 12.88 FTA 0.11 0.11 SVI (ml/g) 200 200 Sludge blanket level (ft) 7.51 7.51 Organic loading (Ibs BODl1000 ft3) 17.30 17.30 Page 2 PROJECT: Atlantic Beach, Florida SBR TANK CONFIGURATION No. of tanks 3 3 Diameter(ft) 72 72 Top of Wall(ft) 17 17 Bottom water level (ft) 11 11 Top water level (ft) 15 15 Storm water level (ft) 13.67 13.67 Cyde water level (ft) 12.00 12.00 No. DecardersAank 1 1 Total Tankage Volume ~-TWL(MG)_____.___-- --____-- -- 1 _37 ._..._..._ _.___... x:37......_. CYCLE TIMES/CAPACITY CALCULATIONS Total decant volume (cubic feet) 48,858 48,858 Total decant volume (gallons) 365,459 365,459 Decant volume per tank (gallons) 121,820 121,820 Number of fides per day 5.20 10.40 Total time per cyde (minutes) 277 138 Fill time (minutes) 92 46 Read Period (minutes) 23 . 12 Serile period (minutes) 45 30 Average decant rate (gpMft decanter) 100 100 Decanter length (feet) 30 30 Decanting time (minutes) 41 41 Decanting rate (gpm) 3,000 3,000 Peak decanting rate (gpm at start of decant) 3,30D 3,300 Idle period time (minutes) 76 10 Zero idle time,_flow rate 4MGD)....._ ...................._._..... ............_3.23........_._. .........._.--4=Z~----- - EQUIPMENT SELECTION SCFM per Nozzle (SCFM) 41 41 Number of nozzles required (per tank) 33.97 33.97 Number of nozzles provided (per tank) 34 34 Blower capadly provided (scfm) 1394 1394 FLUIDYNE SEQUENCING BATCH REACTOR CALCULATIONS PROJECT: Atlantic Beach, Florida FOR: Eder Associates DATE & TIME: Average Flow Max Daily Daily INFLUENT CONDITIONS Site Elevation (in feet) 30 30 Flow (mgd) 1.9 3.8 BOD (mg/I) 200 100 (Ib/d) 3169 3169 TSS (mg/I) 200 100 (Ib/d) 3169 3169 TKN (mg/I) 40 20 (Ib/~ 634 634 EFFLUENTS LIMITS BOD (mg/I) 20 20 Pound of OxygeN pound of BOD 1.5 1.5 Pound of OxygeNpound of TKN 4.8 4.6 Actual Oxygen Demand (Ib 02/d) Total 7669 7669 Alpha 0.9 0.9 Beta 0.95 0.95 Theta 1.024 1.024 Operating Dissolved oxygen (mgll) 1 1 Clean Water oxygen sat. at op. temp (mg/I) 8.38 8.38 Clean Water oxygen sat. at std. temp (mg/I) 9.09 9.09 Clean water 02 sat, std temp,mid depth(mg/I) 11.30 11.30 Std. condition ambiant pressure (psia) 14.7 14.7 Oper. condition ambiant pressure (psia) 14.7 14.7 Wastewater temperature (c) 25 25 SOR/AOR ratio 1.25 1.25 Standard Oxygen Demand (Ib 02/d) total 9,613 9,613 Standard Oxygen Demand (Ib 02lhr/lank) 274 274 Pounds of oxygeNpound of air 0.23 0.23 Aeration hours per day 11.7 11.7 Clean water efficency (%) 19 19 Pounds of air/cubic foot of air 0.075 0.075 Air flow rate (scfmftank) 1393 1393 Air pressure losses (lines and nozzle) 0.7 0.7 Maximum air pressure (psig) 8.33 6.33 Average air preswre (prig) 5.83 5.63 WARRANTY ESCROW RESERVE FOR CITY OF ATLANTIC BEACH, FLORIDA Fluidyne Corporation hereby agrees to place a $37,413.00 warcanty escxow account at it's corporate financial institution, Noniuest Bank of Cedar Falls. The duration of the escrow account shall coincide with the original equipment warranty, one year from beneficial use or acceptance whichever is first and shall serve as warranty reserve to be drawn upon in the event that funds are required for mod cation or repair of the Fluidyne manufactured equipment supplied on the above referenced project. Expenditure of escrow account monies shall be required if Fluidyne manufactured equipment fails to pertonn due to causes related to structural failure or failure to meet operational requirements. At the end of the stated warranty period, all funds and accrued interest remaining in the account shall revert to Fluidyne Corporation. The contractor ,the City of Atlantic Beach, shall make final payment directly to said acx:ount. Fluidyne shall be responsible to insure that the initial account balance is $37,413.00. The funds in said account shall be released by Fluidyne if corrections arising from Fluidyne's lack of pertormance are necessary at any time during the warranty to correct Fluidyne supplied equipment. Funds may be withdrawn from the escrow account only upon the written authorization to so release the funds by both the City of Atlantic Beach and Fluidyne or at the termination of the warranty period. If Fluidyne authorizes the release of funds from this agreement in order to correct an alleged deficiency which may or may not be attributed to Fluidyne, the authorization of Fluidyne to release funds shall not constitute a waiver of the right of Fluidyne to take the position that said deficiencies are not attributed to it and to recover the funds released from the escrow account, together with the interest thereon, from the City of Atlantic Beach. Further, the City of Atlantic Beach reserves the right to make repairs on the Fluidyne supplied equipment which may or may not be attributed to the City of Atlantic Beach, said repairs shall not constitute a waiver of the right of the City of Atlantic Beach to take the position deficiencies are the responsibility of Fluidyne. The interest accruing of the funds in the escrow account shall be the property of and paid to Fluidyne. At the end of the stated warranty term, all funds in the escrow account, together with any accrued interest thereon, shall lie released to Fluidyne and said funds shall be the sole property of Fluidyne. The provisions of the Warranty Escrow Reserve shall apply only when all payments to Fluidyne are made in full and in a timely manner. City of Atlantic Beach M.G. Mandt, President, Fluidyne Corporation FLUIDYNE PERFORMANCE GUARANTEE SPECIFICATION FOR CITY OF ATLANTIC BEACH The SBR equipment supplied shall be capable of meeting the final effluent limitations as specified and defined herein. Spe~cally, the SBR system shall be capable of meeting the 30-day average limits as speed and shall be capable of producing a final effluent of 20 ppm BOD and 20 ppm TSS for flows up to 3.8 MGD. For purposes of validating the performance of the plant, the equipment manufacturer will conduct a performance validation test. The following tests shall be run on the raw wastewater and SBR effluent: BODS (biochemical oxygen demand) and TSS (total suspended solids). Raw wastewater samples shall be collected or+. a twenty-four hour composite basis during the test day. In addition, one grab sample shall be collected and tested from each SBR tank for BOD, and TSS. All laboratory testing shall be completed by a licensed independent testing laboratory. The Owner, at its option, may have its operator collect and test duplicate samples during the test day. In the event pollutant concentrations in the SBR effluent exceed the instantaneous limits listed above, the equipment manufacturer shall modify the plant as required and retest at its expense until satisfactory performance is achieved. It is expressly understood that the performance of the plant in accordance with the effluent limitations shall be contingent upon the influent to the reactor basin consisting primarily of biodegradable domestic sewage as represented herein, and that the wastewater rf free of toxic and hazardous substances and shall be further contingent upon the proper operation and maintenance of the plan by the Owner's personnel. Performance shall be guaranteed by the establishment of an escrow account in the amount of 10% of the cost of the SBR equipment package. Seller shall agree to deposit 10% of the monies it actually receives from the project into an escxow account to be available for corrective measures 'rf required. The escrow period shall run one year from date of equipment start-up. At the end of the escrow period, all monies remaining with the escrow account shall revert to the equipment manufacturer. FLUIDYNE BILL OF MATERIALS PROJECT: ATLANTIC BEACH Date:12/23/97 Project No.: Page: 2 of 2 E uipment: SBR EQUIPMENT By:RWL Rev.: ITEM QTY DESCRIPTION VALVES 70 3 1"ELECTRIC OPERATED DECANT VENT VALVES 71 3 12" BACKFLUSH BUTTERFLY VALVE W/ HANDWHEEL OPERATOR 72 3 16" ELECTRIC OPERATED INFLUENT PLUG VALVE 73 3 16" ELECTRIC OPERATED DECANT BUTTERFLY VALVE BLOWERS 80 3 75 HP'PD' BLOWER PACKAGES INCLUDING: 624-RCS ROOTS BLOWER 75 HP ,460/3/60, TEFC MOTOR, STEEL TABLE-TOP STYLE BASE, V-BELT DRIVE, 304S/S OSHA BELT GUARD, UNIVERSAL RISY-8/10 INLET SILENCER, UNIVERSAL SDY-8/10, DISCHARGE SILENCER, FLEIXIBLE CONNETORS, CHECK VALVE, TEMPERATURE GAUGES, PRESSURE RELIEF VALVE, PRESSURE GAUGES, 8" LEVER OPERATED BFV PUMPS 90 3 FAIRBANKS MORSE 14" - 65721 HORIZONTAL DRY PIT ANGLEFLOW PUMPS WITH 50 HP, 460/3/60, TEFC MOTOR, STRUCTURAL STEEL BASE (JET MOTIVE) 91 3 FAIRBANKS MORSE 4" - 65721 HORIZONTAL DRY PIT ANGLEFLOW PUMPS WITH 3 HP, 460/3/60, TEFC MOTOR, STRUCTURAL STEEL BASE (WASTE SLUDGE) CONTROLS 100 1 NEMA 12 CONTROL PANEL, A-B 5/03 PLC, DTAM, LIGHTS, SWITCHES AND ALARM FLUIDYNE BILL OF MATERIALS PROJECT: ATLANTIC BEACH Date:12/23/87 Project No.: Page: 1 of 2 Equipment: SBR EQUIPMENT B :RWL Rev.: ITEM QTY DESCRIPTION FRP 1 3 JET AERATION HEADER SECTION W/ 16" LIQUID & 8" AIR LINES, 9 - BI-DIRECTIONAL 2JA NOZZLES (FL X FJ) 2 3 JET AERATION HEADER SECTION W/ 16" LIQUID & 8" AIR LINES, 8 - BI-DIRECTIONAL 2JA NOZZLES (FL X CAP) 3 3 8" AIR LINE W/ 90 DEGREE ELBOW (FJ X FJ) 4 3 8" AIR LINE W! 90 DEGREE ELBOW (FJ X FL) 5 3 12" BACFLUSH LINE W/ 90 DEGREE ELBOW (FL X FL) 6 3 12" BACFLUSH LINE W/ 45 DEGREE ELBOW (FL X PE) 7 3 15' LONG DECANTER W/ 12" DIA. STUB PIECE - RH DISCHARGE 8 3 15' LONG DECANTER W/ 12" DIA. STUB PIECE - LH DISCHARGE 9 6 12" DIA. U-TRAPS (FJ X FJ) 10 3 16" X 12" X 12" DECANT MANIFOLD (FL X FJ X FJ) 11 1 LOT FIELD WELD MATERIALS 12 1 LOT ADD'L 16" DIA. PIPE -UNCOATED FOR FIELD FIT-UP 13 1 LOT ADD'L 8" DIA. PIPE -UNCOATED FOR FIELD FIT-UP 316 STAINLESS STEEL 20 3 5 -FLOAT BRACKETS 21 24 DECANTER KNEE BRACES 22 21 16" LIQUID LINE H-SUPPORTS 23 21 H-SUPPORT CROSS BRACES 24 21 16" SADDLE STRAPS 25 6 8" AIR LINE I-SUPPORTS 26 6 8" SADDLE STRAPS 27 9 12" BACKFLUSH I-SUPPORTS 28 9 12" SADDLE STRAPS 29 57 BASE PLATES HARDWARE 8 MISCELLANEOUS 40 16 FLOATS 41 15 CORD COMPRESSION FITTINGS 42 48 318" X 2" HX HD CAPSCREW, 316 SS 43 132 3/8" X 3 1/2" HX HD CAPSCREW, 316 SS 44 180 3/8" NYLOC NU I, 31Ei SS 45 360 3/8" FLAT WASHER, 316 SS 46 21 16" NEOPRENE SUPPORT PADS 47 6 8" NEOPRENE SUPPORT PADS 48 9 12" NEOPRENE SUPPORT PADS CHANGE ORDER -EQUIPMENT SCOPE Change standard painted steel OSHA approved belt guards to 304 Stainless steel OSHA approved belt guards on three blowers. 2. Change Decanter Effluent Valves from manual operators to electric operators for opeNGose service. This was necessitated to incxease the decant height (volume) do to site hydraulic limitations. FLUIDYNE CORPORATION TERMS OF SALE The conditions stated below shall constitute a part of the charges of 1 percent per month will apply commencing 30 agreement resulting from the acceptance of an order for the days from date of equipment completion it purchaser asks the whole or any part of the equipment covered by this quotation, delivery be delayed otter production is started. Billing will be unless expressly excepted therein: made at time of completion of equipment and paid per 7. ACCEPTANCE: standard terms. All orders shall be matle out to Fluidyne Corp.. 2876 West First 6. TERMS OF PAYMENT: Street, Cedar Falls, Iowa 50673, antl shall be subject to Terms of payment require net cash payment within 30 days acceptance Dy Fluidyne. Orders may not be canceled without from date of invoice, unless specifically excepted on the face Fluidyne's written consent, and then only on terms of this quotation. ACCOUnS not paid on net cash due date indemnitying Fuidyne against loss. Fluidyne reserves the bear interest at the rate of two (2) percent per month from tlate right to correct any typographical or clerical errors in the of invoice. proposal, pricing, or specification. 7. INSTALLATION AND INITIAL OPERATION: Acceptance of any contract by Fluidyne shall be contingent All equipment shall be installed by and at the expense of the upon credit approval. Pertormance shall be subject to Purchaser unless otherwise stipulated. The Seiler wilt furnish strikes, fires, accidents, Ot CUrtailmenl5 in manufacturing or at its option, engineers to supervise the installation and due to delays unavoidable or beyond the control of Fluidyne. starling up of the equipment. Field service will be provided by No direct or liquidaletl tlamages or penalties shalt be a faMOrytrained representative at a per diem rate o S '~ accepted. Receipt of the original copy of this proposal, plus travel and expenses and on any additional period not signetl by the pllrChaSef, Shall COnStitute a pUrChaSe Ofder. Sfated in this COntraCL The drawings and bulletin illustrations submitted with this 8. WARRlWTY: proposal shall general type, arrangement and approximate Fluidyne wartants the equipment proposed and described dimensions of the equipment to be furnished. Fluidyne herein against detects in material and workmanship under reserves [he right t0 alter such details in design Or normal service for a period of one year crier date of start-up, arrangement of its equipment which in its judgement would not to exceed eighteen months from date Of shipment. Parts constitute an improvement in construction, application or of products manufactured Dy others and provided Dy Fluidyne operation. All necessary engineering infOrmati0n for are warranted only 10 the extent Of the original manufacturers installation of its equipment shall be promptly forwarded Dy warranty. This warranty i5 valid provided that the installation Fluidyne f0 the purChaSer upon receipt Of this accepted Operation and maintenance Of the equipment is made in propesal. Any changes in equipment: arrangement of accordance with Fluidyne's instructions. The purchaser must equipment; or application of equipment requested by promptly give written notice of any equipment detects to purchaser after acceptance of proposal will be made at Fluidyne. Untler warranty, Fluidyne will provide, without cost purchasers expense. to the purchaser, such replacement parts as may be required 2. TAXES to repair or replace the defective equipment. All labor as may The prices quoted are subject to any adtlilion which may be be required to make such replacements must be made Dy necessary to cover any tax charge now existing or herearier purchaser unless statetl otherwise on this proposal. All imposed by Federal, State, or Municipal authorities upon startup service must be performed by qualified Fluidyne equipment or services herein described or the protluction, personnel or its agents, or this warranty is void. Fluidyne will sale, distdbuGOn or delivery thereof, or upon any feaNre of not warrant nor replace any material involved when repairs are this Sfan51fi0h. made WithOUl prior aUIhOrIZatlOnfrom Fluidyne. 3. BINDING RESPONSIBILITIES: THIS IS FLUIDYNE'S SOLE WAARANTY. FLUIDYNE MAKES Sales representatives are not authorized to bind us. NO OTHER WARRANTY OF ANY KIND, IMPLIED OR Typographical errors are not bintling. EXPRESSED: ALL IMPLIED OR EXPRESSED WARRANTY 4. CANCELLATION: MADE BY ANY PERSON. AGENT OR REPRESENTATIVE After acceptance, an order shall not be subject to WHICH EXCEEDS FLUIDYNE'S AFOREMENTIONED cancellation unless cancellation charges are borne by the OBLIGATION ARE HEREBY DISCLAIMED BY FLUIDYNE AND Purchaser for work done Dy the Seller up to the Ume of receipt OCCLUDED FROM THIS WARRANTY. of cancellation notice; nor shall such orders be subject to 9. PATENTS: change unless price increases are Dome by the Purchaser. The equipment provided Dy Fluidyne may be covered by 5. SHIPMENT AND DELNERY: patents pending or issued. Fluidyne grants the right to use Afl deliveries quoted are estimates Dosed on Fluitlyne's best this equipment with further charges. Fluidyne does not grant judgement at the time of this proposal, but shipment on these rights to use, royaflies, or protection against patent litigation dates is not guaranteed. Deliveries are figured from date of arising from rue dt this equipment in patented processes receipt in Cedar Falls, Iowa of approved order and technical comrolled by others unless otherwise fisted above. data. Fluidyne will not accept any claims caused by delay In Sh~ ent Or derive It i5 further understood that storage . ACCEPTm BY: E CORPORATION (Sgn and TiDe) /3e~ 6 DATE: RQIECT:, (Company Name) FLUIDYNE CORPORATION 2816 West First Street Cedar Falls, IA 50613 Proposal No. HYF 072996 Project: Atlantic Beach, FL Date: July 29, 1996 EXCLUSIONS: Not furnished by Fluidyne are the following; Any pipe and supports; fittings or valves except those specifically included above, anchor bolts and interfacing flange hardware and gaskets; out of basin pipng or valuing; electrical and mechanical installation labor; off-loading of equipment; jobsite storage: insurance and other items not spec~cally mentioned in the body of this proposal. SHIPMENT: The price quoted is based on a target shipment date of 12 to 14 weeks after receipt of approval drawings. TAXES: Any applicable duties, sales, use, excise or similar taxes are not included in the quoted price. TERMS OF PAYMENT: Warranties shall apply only when payments are made in full and according to the following schedule: Net 30 days Unless other terms are specified, all payments shall be in United States Dollars and pro rata payments shall become due as deliveries are made. If date of delivery is delayed by purchaser, date of readiness for delivery shall be deemed to be date of delivery for payment purposes. If manufacture is delayed by purchaser, a payment shall be made based on the purchase price and percentage of completion; balance payable in accordance with the terms stated. If, at any time in Company's judgment, purchaser may be or may become unable or unwilling to meet the terms specified, Company may require satisfactory assurances or full or partial payment as a condition of commencing or continuing manufacture; or in advance of shipment, or if shipment has been made, recover the product(s) from the carrier. DURATION: This proposal shall remain in effect for 6C days after proposal date, unless changed in the interim upon written notice. FLUIDYNE CORPORATION 2816 West First Street Cedar Falls, IA 50613 Ladies and Gentlemen: Proposal No. HYF 072996 Project: Atlantic Beach, FL Date: July 29, 1996 We propose to furnish Fluidyne Sequencing Batch Reactor (SBR) Equipment for the Buccaneer Wastewater Treatment Plant Expansion in Atlantic Beach, Florida. The proposal includes the following equipment: ITEM: Three (3) 16" Electric Operated Influent Plug Valves with ductile iron body and electric actuator with manual override. Three (3) Fluidyne model# BDM2JA34 Jet AeratioNMixing Headers with 16" liquid piping, 8" air piping terminating with an S" flange connection at just above the top water level, 12" backflush riser pipe, 12" manual butterfly backflush valve, and all in-basin submersed 304 stainless steel header, air riser and backflush piping supports. Three (3) SOHP Dry Pit Centrifugal Jet Motive Pumps with TEFC motor, 460/3/60 service, cast iron construction. Three (3) 75HP Roots Positive Displacement Blower Packages model# 624-RCS with Table Top Base, V-belt drive, 460/3/60 TEFC motor, inlet and discharge silencers, inlet filters, check valve, PRV, pressure gauge, temperature gaupge, isolation butterfly valve and vibration isolation pads. Package to have standard carbon steel painted guard in lieu of the stainless steel guard. Three (3) Fluidyne model# SED-22 Solids Excluding Decanter with U-trap, siphon control mechanism, vent valve assembly, 12" manual operated decant control valve, and stainless steel decanter supports. Three (3) 3HP Dry Pit Centrifugal Waste Sludge Pumps with TEFC motor, 460/3/60 service, cast iron construction. Three (3) Sets of Float Level Sensors One (1) NEMA 12 Control Panel including run indicating lights, switches, alarms, operator interface and Allen -Bradleyf~LC-to-control alliunctions of the 3 Tank SBR. The price of the above equipment is $ 33~, t 75 ~ FOB-factory with freight allowed to the jobsite. We are not offering the alternate 304 stainless steel jet aeration system at this time, notification did not allow us sufricient time to work up a cost. SERVICE: Service is provided by a service technician or representative in the amount of twelve (12) days to be provided in two (2) trips. Travel and living expenses are included. FWIDYNE ~ CORPORATION 2816 West First Street Cedar Falls, tows 50813 Phone: (319) 2669987 Fax: (319) 277.6034 PROPOSAL FLUIDYNE CORPORATION (HEREINAFTER CALLED THE COMPANY) AGREES TO SELL TO THE PURCHASER AND THE PURCHASER AGREES TO BUY AND ACCEPT FROM THE COMPANY, THE ITEM(S) DESCRIBED HEREIN. PROJECT: Atlantic Beach, Florida Buccaneer WTTP Expansion Sequencing Batch Reactor ENGINEER: Eder Associates PROPOSAL NO.: HYF 072996 DATE WRITTEN: July 29, 1996 BID DATE: July 31, 1996 Representation 8 Coordination provided by: Heyward Incorporated 1865 N. Semoran Blvd., #240 Winter Park, FL 32792 407-679-1333 EXHIBIT 1 The following documents are included with Exhibit 1: Fluidyne Corporation Proposal dated July 29, 1996 2. Specification incuded in the Bid Request 3. Change Order -Equipment Scope 4. Fluidyne Bill of Material 5. Fluidyne Pertormance Guarantee 6. Warranty Escrow Reserve 7. Fluidyne SBR Calculations expenses) suffered by Owner by reason of Equipment Manufacturer defaults. NOTICE: Notices under this Equipment Purchase Contract shall not be deemed valid unless given or served in writing and forwarded by mail, postage prepaid, addressed as follows: Owner Name: City of AUantic Beach Address: 1200 Sandpiper Lane Atlantic Beach, FL 32233 Attention: Mr. Robert Kosoy, P.E., Director of Public Works Equipment Manufacturer Name: Fluidyne Corporation Address: 2816 West First Street Cedar Falls, IA 50613 Such Addresses may tie changed from Ume to Ume by either party by providing notice as set forth above. Equipment Manufacturer. Fluidyne Corporation: By: Owner: City of Atlantic Beach By: including, without limitation lawsuits, Gaims, demands, liabilities, losses, and expenses for or on account of: A. Any delays or interference or damage to the General Contractor: B. Bodily injury, sickness, disease, or death sustained by any person or persons or injury to damage to, or loss, or destruction of, any property as a result of a equipment defect or failure of equipment to meet specifications; TIMELINESS OF DELIVERY: The time of delivery is of the essence of this contract and Equipment Manufacturer shall promptly, diligently, and vigorously perform in a manner that will assure all described equipment, drawings, installation ir+.sWCtions, operation and maintenance manuals, and on-site services are delivered and performed in a timely manner and as required by this equipment purchase contrail. Equipment Manufacturer shall cooperate with Owner, Contrailor, and Engineer to assure maximum coordination and efficiency. ARBITRATION: Any controversy or Gaim relating to this contrail, incuding the construction or application of this contract, will be settled by binding arbitration under the rules of the American Arbitration Association, and any judgment granted by the arbitrator(s) may be enforced in any court of proper jurisdiction. GOVERNING LAW: This Equipment Purchase Contract shall be construed in accordance with the laws of the State of Florida. ENTIRE AGREEMENT/AMENDMENT: This Equipment Purchase Contrail contains the entire agreement of the parties and there are no other promises or conditions in any other agreement whether oral or written except those which have been incorporated into this Contrail or referenced incuding Contract Documents and Specifications as defined above. This Equipment Purchase Contrail may be modified or amended in writing, if the writing is signed by the party obligated under the amendment. SEVERABILITY: If any portion of this Equipment Purchase Contrail shall be held to be invalid or unenforceable for any reason, the remaining provisions shall continue to be valid and enforceable. If a court finds that any provision of this Equipment Purchase Contract is invalid or unenforceable, but that by limiting such provision, it would become valid and enforceable, then such provision shall be deemed to be written, construed, and enforced as so limited. WAIVER: The failure of either party to enforce any provisions of this Equipment Purchase Contrail shall not be construed as a waiver or limitation of that partes right to subsequently enforce and compel strict compliance with every provision of this Equipment Purchase Contract. DEFAULTS: Equipment Manufailurer shall be in default of this Equipment Purchase Contrail if Equipment Manufacturer fails to fulfill any obligation or term by which Equipment Manufailurer is bound. Subject to any governing provisions of law to the contrary, Owner may elect to cure any default and the cost of such ailion shall be the responsibility of the Equipment Manufacturer and the Equipment manufacturer shall pay all costs, damages, and expenses (including reasonable attorney fees and further warrants that the strength of all equipment, parts, materials, and supplies delivered shall be adequate and as specified and sufficient to meet the performance requirements of the Contract Documents and Specifications. The warranty herein expressed shall not be the sole and exctusive warranty, but, rather, shall be in addition to any other warranties expressed or implied by law, or under the Contract Documents and Specifications. B. Warranty period: Equipment Manufacturer shall promptly and without charge, correct any failure to fulfill any warranty provision of the Contract Documents or Specifications that may be discovered or develop at any time within twelve (12) months from the date of acceptance by the Owner or such longer period as may be prescribed in the Contract Documents or SpeGfications or by law. The date of acceptance is defined as the Owner's acknowledgment that successful start-up has been completed as per the Specifications and Contract Documents. In no event will any warranty period begin before Owner receives written certification from the Equipment Manufacturer that the purchased equipment consistently achieves the specified performance criteria of the Specifications and Contract Documents during the field performance testing period. C. Duty to Correct: In the event of any claim that the equipment is defective, damaged, flawed, unsuitable, nonconforming, or the equipment fails to full any warranty under the Contrail Documents or Specifications, Equipment Manufacturer shall be given a reasonable opportunity to confirm the validity of such cairn, but Equipment Manufacturer shall not, unless authorized in writing by Owner, delay correction of the claimed defect, damage, flaw unsuitability, nonconformity, or failure while making such determination. In the event any such claim is shown to be invalid following such corection by Equipment Manufacturer, Owner shall pay the cost of such corection. D. Owners Right to Correct: If, within one business day (24 hours) after Owner gives Equipment Manufacturer notice of any defect, damage, flaw, unsuitability, nonconformity, or failure to meet warranty subject to correction by the Equipment manufacturer, Equipment Manufacturer fails, refused, or neglects to make, either with its own resources or with contrail resources, the corrections and to recover from Equipment Manufacturer all resulting cost, expenses, losses, or damages, inGuding attorney's fees and administrative expenses. If in the judgment of the Owner, the delay required to give Equipment Manufacturer the aforesaid one day notice would cause serious damage or harts that could be avoided by immediate action, Owner shall have the right, without giving prior notice, to perform, or to have performed, all work necessary to make the corrections and to recover from EquiH~nEi7i Manufacturer shall be noted as promptly as possible and shall assist in making the necessary corrections. INDEMNIFICATION: Equipment Manufacturer shall indemnify, save hamtless, and defend Owner and Engineer against any and all lawsuits, claims, demands, liabilities, losses, and expenses, inGuding attorney's fees and administrative expenses, that may arise, out of or in connection with the purchase of the described equipment or the equipment's performance or failure to perform in accordance with the Specifications, except to the extent cause by the sole negligence of the Owner, The Equipment Manufacturer shall provide additional local service support upon request by the owner. OPERATIONS AND MAINTENANCE: Equipment Manufacturer will provide to Owner and Engineer Operations and Maintenance manuals for the purchased equipment in accordance with Specifications. EQUIPMENT MANUFACTURERS REPRESENTATIONS: A. Review of Contract: Equipment Manufacturer hereby represents to Owner that ft has carefully examined, reviewed, and accepted this Equipment Purchase Contract and all of the Contract Documents and Specifications prior to execution of this contrail and there are no discrepancies, enors, omissions, ambiguities, or conflicts in this contract that are material to Equipment Manufacturer's performance, supply of equipment, delivery of equipment, contract price, or contract time that has not already been Garified in writing by Owner to the satisfaction of Equipment Manufacturer. Equipment Manufacturer shall hereafter have no claim for payment or compensation in excess of the contract price based upon discrepancies, errors, omissions, ambiguities, or conflicts of the contrail of Contract Documents. B. Specifications: Equipment Manufacturer hereby represents that the purchased equipment meets all criteria set forth in the Specifications and Contract Dowments. C. Time: Equipment Manufacturer hereby represents that it is ready, willing, able, and prepared to deliver the described equipment upon the direction of the General Contractor in full compliance with, and as required by or pursuant to, this contract, Contract Documents, and Specifications, for the contract price, to the Site at the time and in the manner determined by the General Contractor. D. Taxes and Benefits: Equipment Manufacturer has excluded from the contrail price all state and local sales, use, and excise taxes. E. Affirmation of Warranties: Equipment Manufacturer hereby acknowledges that it has carefully read, reviewed, and understood, and hereby agrees to honor the Equipment Warranties set forth in the Contract Documents, Specifications, an this purchase contract. F. Enforceable Obligation: This contract constitutes the legal, valid, and binding obligation of Equipment Manufacturer, and is fully enforceable against Equipment Manufacturer in accordance with its terms. WARRANTY: A. Scope of Waranty: Equipment Manufacturer warrants that its equipment shall be free from defects and flaws in design, workmanship, construction, and materials; shall strictly conform to the requirements of this contract. Contrail Documents, Specifications, and shall be fit, sufficient, and suitable for the purposes expressed in, or reasonably inferred from the Contrail Documents, Equipment Manufacturer The purchase price of the equipment covers the Equipment Manufacturers cost for the inspection and certification that the equipment arrived to the Site free of damage from shipping. MANUFACTURER'S SERVICES: Equipment Manufacturer shall provide necessary assistance for a successful start-up of the equipment and operational training. Equipment Manufacturer shall provide, perform, and complete the foregoing services in a proper and workmanlike manner, consistent with the highest standards of professionalism and in full compliance with, and as required by or pursuant to, this Equipment Purchase Contrail. Further, Equipment Manufacturer shall fumish the services of a factory trained representative for a ma>omum of 1 trip and 10 eight-hour days at the job site to inspect the equipment installation, supervise the initial operation of the equipment, and instruct the plant operating personnel in proper operating and maintenance. Additionally, Equipment Manufacturer shall fumish the services of a Vained representative for one(1) trip consisting of two (2) eight-hour days at the site after start- upfor process assistance. Equipment Manufacturer will provide owner with written certification that all equipment specified herein has been installed by the General Contractor In accordance with the manufacturer 's instructions and in compliance with the Contract Documents and Specifications. Equipment Manufacturer shall certify In writing to the owner that the purchased equipment complies with the respective performance requirements contained in the Specifications and ConVact Documents based upon performance during the field testing period. Field performance testing period will begin upon successful start-up of the purchased equipment as outlined in the Performance Guarantee.. In the event that the purchased equipment fails to consistently achieve the specified performance uiteria during the field performance testing period, the owner at its discretion may direct the Equipment Manufailurer to immediately cure any defects. In the event the Equipment Manufacturer fails to cure the defects or in the event the purchased equipment does not consistently achieve the specified performance criteria within a reasonable time, the Owner may demand that the Equipment Manufacturer replace the defective equipment at the sole cost and expense of the Equipment Manufacturer, and such cost shall inGude removal and reinstallation of subject equipment. In the alternative and in the discretion of the Owner the Equipment Manufacturer shall pay all costs to remove the equipment and reimburse the entire purchased amount of the equipment to the owner. The purchase price of the equipment covers the Equipment Manufacturer's cost for all necessary inspections. The Equipment Manufacurer's representative is responsible for coordinating and scheduling the inspection(s) with the General ConUailor. Any additional visits by Equipment Manufailurefs representative, when requested by the General Contractor, shall be at the ConVactor's expense. operation of all equipment in complete compliance with the Contract Documents and Specifications, to be deposited in an warranty escrow account. No compensation will be made for claims or additional costs by the Equipment Manufacturer's omission of items from the bid which are necessary for the complete and operable installation of the equipment purchased. DEDUCTIONS: Owner shall have the right at any time to deduct and withhold from payment that may be or become due under this contrail such amount as may reasonable appear necessary to compensate owner for any actual or prospective loss due to: a. Equipment that is defective, damaged, flawed, unsuitable, nonconforming, or incomplete; b. Damage for which Equipment Manufacturer is liable c. State or local sales, use, or excise taxes from which owner is ' exempt d. Delay in the delivery of equipment e. Inability of Equipment Manufacturer to deliver equipment f. Any other failure of Equipment Manufacturer to perform any of its obligations under this contract. Owner shall be entitled to retain any and all amounts withheld until Equipment Manufacturer has either performed the obligations in question or furnished security for such performance satisfactory to owner. Owner shall be entitled to apply any money withheld to reimburse itself for any and all costs, expenses, losses, damages, liabilities, suits, judgments, awards, and administrative expenses incurred by owner and chargeable to Equipment Manufacturer under this contract. SHIPMENT: Equipment Manufacturer shall deliver F. O. B. to the Construction Site the Sequencing Batch Reactor (SBR) System/ SBR Treatment Process Equipment as described in Contract Documents and Specifications in the manner, Ume, and place as specified by the General Contractor at the direction of the owner. The General Contractor shall be responsible for coordinating the delivery and the Equipment Manufacturer shall comply with the schedule and terms developed by the General Contractor for the delivery of the equipment. Upon delivery to the Construction Site, the General Contractor shall be responsible for the unloading and storage of all equipment. The General Contractor will furnish facilities reasonably suited to the receipt and security of the equipment. All costs of storage shall be at ownefs expense. Prior to delivery, Equipment Manufacturer shall recommend to Generaf Contractor the necessary storage facilities to properly store the equipment, inGuding but not limited to size and requirements for adequate protection for units or components that should not be exposed to the elements. Upon arrival of equipment, the General Contractor, Engineer, and the Equipment Manufacturer representative shall jointly inspect the equipment for damage prior to unloading. The Equipment Manufacturer will certify that delivery is complete and all items have been delivered and that all equipment received is in accordance with the Contract Documents and Specifications. INCORPORATION OF CONTRACT DOCUMENTS AND SPECIFICATIONS: The Contrail Documents and Specifications, inGuding all statements and bid proposals which accompanied the bid are accepted herewith and shall be part of this Equipment Purchase ConVail that is entered into for the purchase of the described equipment in Exhibit 1. Such terms contained in the ConVact Documents and Specifications which are herein incorporated shall have full force and effect as 'rf set forth in this Equipment Purchase ConVail. GENERAL: Owner hereby purchases Sequencing Batch Reactor (SBR) System! SBR Treatment Process Equipment as described in Exhibit 1 from Equipment Manufacturer and the Equipment Manufacturer does hereby sell, assign and Vansfer to the Owner said Sequencing Batch Reailor (SBR) System/ SBR Treatment Process Equipment as described in the ConVact Documents and Specfications. Equipment Manufacturer further agrees to provide a detailed set of installation instructions and drawings within 30 days after the execution of this Equipment Purchase Contract The Equipment Manufacturer warrants that the equipment is being transferred to the owner free and clear of any liens and encumbrances. CONTRACT PRICE: Owner hereby agrees to pay Equipment Manufacturer the amount of $374,131.00 in full satisfaction for providing the described equipment, certifications, and performing on site inspections, field testing, and Veining and for completing all obligations set forth in the ConVact Documents, Specifications and this equipment purchase contract. The contrail price is based upon the Equipment Manufacturer's bid and any additions or subtractions that have hereto agreed by the parties. Equipment Manufacturer shall accept the conVail price in full satisfaction and payment for providing, performing, and completing within the directed time delivery of the equipment and service requirements as required by the contrail, Specifications, and Contract Documents. The acceptance by Equipment Manufacturer of final payment shall operate as a full and complete release of owner of and from any and all lawsuits, claims, demands, damages, liabilities, losses, and expenses of by, or to the Equipment Manufacturer for anything done, furnished for, arising out of, or relating to, the purchase of the described equipment or in connection with this conVail. TAXES: The contrail prcz does not inGude any local, state and federal taxes, pernits or other fees. This Equipment Purchase is tax exempt any taxes or fees that may apply will be paid by the owner. METHOD OF PAYMENT: Payments to the Equipment Manufacturer will be made in the following manner: a. 90% of contract amount will be paid by the owner upon delivery of all equipment in satisfactory condition to the Construction Site as specified by the terms of the conVail; b. 10% of contract amount will be paid after successful start-up and EQUIPMENT PURCHASE CONTRACT Fluidyne corporation (the "Equipment Manufacturer'), of 2816 West First Street, Cedar Falls, IA, 50613 does hereby sell, assign and transfer to the City of Atlantic Beach (the owner), of 800 Seminole Road, Atlantic Beach, FL 32233, Sequencing Batch Reactor (SBR) System/SBR Treatment Process Equipment described in the Contract Documents and Specifications and Exhibit 1 for the amount of $374,131.00. Equipment Manufacturer and Owner, in consideration of mutual covenants hereinafter set foRh, agree as follows: DEFINITIONS: "Contract Documents" as used in this agreement shall inGude the instructions to bidders, bid package, the Equipment Purchase Contrail, Specifications, general conditions, requirements, applicable addenda, and any modifications thereof incorporated in the aforementioned documents before their execution. "Ownef' refers to and indicates the City of Atlantic Beach, or its duly authorized representatives. "Equipment Manufacturer "refers to and indicates any individual, firm, or corporation having submitted an approved proposal for equipment as specified in all Contrail Documents. "Specifications" refer to and indicate descriptions, provisions, drawings, and requirements contained in the Purchase Contract and attached exhibits, together with all written agreements made or to be made, pertaining to time, method, manner of delivery, technical specifications and requirements of acquired items, pertormance specifications, drawings, and warranties. Words "as required", "as directed", "as permitted" and words of like import, mean that requirements, direction, or permission of owner are intended, similarly, the words "approved", "acceptable", "satisfactory", and words of like import shall mean approved by, acceptable to, or satisfactory to owner. Materials or work described in words which so applied have swell-known technical or trade meaning shall be held to refer too such recognized standards. "General Contrailor' refers to and indicates any individual, firm, or corporation having obtained by competitive bidding procedures the contract to construct the new facilities. "Construction Site" or "Site" refers to and indicates the Buccaneer Sewer Plant, Wondenvood Drive and MaypoR Road, Atlantic Beach, FL. "Engineer" refers to Eder Associates, Jacksonville, FL as designated by Owner to perform any or all of the functions of engineer under this contrail as well as the duly authorized officers, employees, agents, and representatives of such firm. "Equipment "refers to a Sequencing Batch Reactor (SBR) System and SBR Treatment Process Equipment as defined in the Contract Documents and Specifications. Page Two Equipment Purchase Contract included in the draft because their specifications required a set number of days rather than a Performance Guarantee and Escrow Reserve. The third item is in the "Owner's Right to Correct" paragraph. You have changed the two business days to 24 hours. We will agree to 24 hours but it must be stated as one business day. The last item is the terms of payment. The draft showed 75°.6 upon shipment, 15% upon installation and the final 10°~ upon startup. These terms were spe~cally for the City of Beckley because their bid documents required them. Our proposal to you called for payment terms of net 30 days. We have modified the terms in the Equipment Purchase Contract to 90°k upon shipment with 10°~ due upon startup and placed in Escrow. I trust these changes are acceptable to you and your people and the information proves helpful in expediting the final contract. If you have any changes, please wntad myself or Eridk Mandt in my absence. Sincerely. Fluidy Ron lichtneger PWIDYNE L~'~~ CORPORATION 2816 West First Street Cedar Falls, Iowa 50613 Phone: (319) 266-9967 Fax: (319) 277-6034 RECEI~IED .January 15,1998 'JAN 1 6 1998 PIJBt.IC WORKS City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 Attention: Mr. Robert Kosoy, P.E. Director of Public Works RE: Equipment Purchase Contract SBR Equipment -Buccaneer WWTP Gentlemen: Enclosed please find a copy of the Equipment Purchase Contract along with Exhibits 1 through 7. We have incorporated the changes you indicated on the sample copy you returned to us. We have also included this information on a diskette to expedite any further changes required. These are done in Microsoft Word. The draft copy that was forwarded to you was for the City of Beckley and contained items that were specific to their bid documents. We have eliminated those items and modified others to conform more closely to the terms of our original proposal. There are four items that were effected by those specifics. First is the paragraph regarding penalties. This is an issue that we have never had included in a contract. The operation of the plant is not our responsibility, therefore, we have no control of the biological balance required to maintain good effluent quality. Our Performance Guarantee requires us to show that the treatment plant will meet the effluent parameters and the Escrow Reserve provides the financial backing to insure that. The second item is the Non-Compliance Assistance. This is redundant and is being eliminated. The Performance Guarantee and Escrow Reserve insure you that we will provide the necessary assistance to enable the plant and city personnel to operate within the established guidelines. The paragraph was 01/13/98 17:29 $4076578889 BEYRARD IfIA1'ERPK X001 01/13/98 'PO[ 18137 I'AX 90• Iti4 yuao uw...w,o ~ - , FLUIDYNE BILL OF MATERIALS No.: Payr. z od 2 70 ~ 3 1"ELECTRIC OPERATED DECANT VENT VALVES 71 ' 3 12" BACI~LUSH BUTTERFLY VALVE W/ HANDVVFIEEL OPERATOR 72 ' 3 16" ELECTRIC OPERATED INFLUENT PLUG VALVE 73 ' 3 16" ELECTRIC OPERATED DECANT BUTTERFLY VALVE ~~ 80 3 75 HP'PD' BLOWER pACKAGE3 INCLUDING: 624-RCS k00TS BLOWER 75 HP , ~601316p, TEFL MOTOR, STEEL TABLE TOP STYLE BASE: V-BELT DRNE, 304SJS OSHA BELT GUARD, UNNERSAL RISY-8170 INLET SILENCER. UNIVERSAL SDY-0I10, DISCHARGE SILENCER, FLEIXIBLE CONNETORS, CHECK VALVE, TEMPERATURE GAUGES, PRESSURE RELIEF VALVE. PRESSURE GAUGES. e" LEVER OPERATED BFV 90 ~ 3 FAIRBANKS MORSE 14" -85721 HQRIZONTAL DRY PR ANCiLEFLOW PUMPS WITH 50 HP, 48013180, TEFL MOTOR. STRUCTURAL STEEL BASE tJET MOTIVE) 91 ~ 3 FAIRBANKS MORSE 4" '85721 HORIZONITAL DRY PTf ANGLEFLOW PUINPS WITH 3 HP, 48pF3180, TEFC MOTOR, STRUCTURAL STFEI. BASE {WAST!~ 8LUDG~ 100 'I 1 ~NEMA 12 CONTROL PANEL, A-8 5103 PLC. DTAM, LIGHTS. SWITCHES AND ALARM 01/13/98 17:28 $4078578889 HEYNARD NI\TERPK U1l13/9d 'Ctc ltr:b~ rnt vuv .w -v e.. .. _.._.. .... o14d1 No.: IPmsntc ~u oTr 1 3 2 3 3 -. 4 5 6 7 e 9 10 11 12 13 3 3 3 3 3 3 b 3 1 LOT 1 LOT i LOT FLUIDYNE 91LL OF MATERIALS Paul: 1 Of Z IET AERATION HEADER SECTION Wl 1E' LIQUID & 8" AIR LINES, 9 - BI-0IRECTIONAL 2JA N072iES (FL X FJ) !ET AERATION HEADER SECTION W/76" LIQUID 8 !;" AtctLINES, 8 - BI-DIRECTIONAL 2JA N07Z[ES (FL X CAP) 3" AIR LINE W( 90 DEGREE ELBOW (FJ X FJ) B" AIR UNE Wi 90 DEOREP ELBOW (FJ X FL) 12" BACFLUSH LINE Wt sfl DEGREE ELBOW (FL X FL) 12" BACFLUSH LINE Wl 45 DEGREE ELBOW (FL X PEJ 15 LONG DECANTER W! 12" DIA STUB PIECE - RH DISCHARGE 15 LONG DECANTER W! 12" DIA. STUB PIECE - LJi DISCHARGE 12" DIA U-TRAPS (FJ X FJ) 16" X 12" X 12" DECANT MANIFOLD (FL X FJ X FJ} FIELD WELD MATERUILS IIADD'L 18" DIA PIPE -UNCOATED FOR FIELD FlT-UP fADD'L 8" Dl0. PIPE -UNCOATED FOR FIELD FlT-UP 20 . 3 5 -FLOAT CFinGRt i a 21 24 DECANTER IQ~IEE BRACES 22 ' 21 i6" UQUID LINE HSUPPORTS 23 21 H-SUPPORT CROSS BRACES 24 : 21 18"SADDLE STRAPS 25 ~ 8 8" AIR UNE !-SUPPORTS 26 . 6 8" SADDLE STRAPS 27: 9 12"BACKFLUSHISUPPORTS ze . s 12- SADDLE sTRAPs 29 ' 5T BASE PLATES __ 40 '• 16 FLOATS 41 15 CORD CpMPRESSiON FITTINGS 42 ' 48 319"X2' FIX HD CAPSCREW. 318 SS 43 : 132 3l8" X 3112" HX HD CAPSCREW, 3i8 SS - 44 ; 180 319" NYLOC NUT, 31fi SS a5 ~ 360 318" FLAT WASHER, 318 S5 46 ' 21 18" NEOPRENE SUPPORT PADS 47 6 8"NEOPRENE SUPPORT PADS 4E g 17' NEOPRENE SUPPORT PADS ®003 O1/1J/98 17:28 Qd078S78889 HEYfrARD RIN1'ERPR X002 Page 2 The above prices are firm for delivery in 'I998, based on receipt of a purchase order in January 1998 and release to manufacture no later than March 1998. If we can supply any additional information or assistance, please do not hesitate to contact us. Best regards, fiEYWARD INCORPORATED -FOR FLUIDYNE C,~OIR(PORATION G(J~uU ay Wlfeldiel ~. Winter Park Office JDW/Ib x: Mr. Andy May Eder Assoaates 9471 Baynleadovirs Road Suite 106 Jacksonville, FL 32256 Att. suc~nw 01/13/88 17:28 'isa0785~8888 AEYN'ARD 1rINTERPK ®001 Heyward • l15 COUNTRY CLUB DRIVE WINTER PARK FLOWDA 32789 PHONE (A07) 62l-1880 INCORPORATED FAX (107) 6269860 January 13, 1998 Mr. Robert S. Kosoy City of Atlantic Beach 800 Seminole Road Atlantic Beach, Florida 32233 Subject Buccaneer Waste Water Treatment Plant Dear Mr, Kosoy: Attached please find our Bill of Material for the equipment on the Atlantic Beach project. The Fluidyne system will require 126 -1/2' anchors for the header supports, 99 - 1/2° bolts or welds for the air line and backflush supports. The blowers and pumps will require 48 - 518' anchors. Please note that our price now includes "premium° efficiency motors. As of October 1997, the Federal government requires all motor manufacturers to cease manufacture of "standard' efficiency motors and produce only premium efficiency motors. Priang is as fellows: Base Price $361,702 Add 16' Elect. Effluent Valve $ 10,553 Add 304 S/S Blower Belt Guards 5 1,876 TOTAL PRESENT PRK:E FOR DEWERY IN 1988 5374,131 The additional cast for a spare Roots 624-RCS blower and a 75 HP premium efficiency motor is 574,463. SERVING THE SDUTNEA$T SINCE 1900 © Table I Engineering Evaluation of SBR Proposals Buccaneer WWiP Expansion EDER File No. 1587-01 arameter w ne et- ec ua- ro fcs Avg. Daffy Fbw Max. Daft' Fbw Avg. Daly Fbw Maz. Daffy Fbw Avg. Oaly Fbw Max. Daly Fbw ~jrcle Times Decant Volume Per Tank (gal) 121,820.0 121,820.0 158,333.0 N/A Cycles per day per Tank 5.2 5.2 12.0 5.0 Total time per cyGe (minutes) 277.0 277.0 360.0 288.0 Anoxic Fill N/A N/A 54.0 N/A Aerated FiII N/A N/A 66.0 N/A Total fill time 92.0 92.0 120.0 N/A ReaG Period 46.0 46.0 114.0 WA Settle Period 45.0 45.0 45.0 WA Decant Time 41.0 41.0 179.0 N/A Idle Time 53.0 53.0 2.0 WA Stone CyGe Time 58.0 58.0 N/A N/A Sludge Production Sludge Yield Factor 0.7 0.7 N/A N/A Sludge Yield (Ibs/day) 2,218.0 2,218.0 NIA N/A Sludge Concentration from SBR (%) 0.7 0.7 N/A WA Sludge Wasting Rate (gpd) 38,000.0 38,000.0 WA 29,448.0 Waste Sludge/cyGe (gal) 2,436.0 1,218.0 N/A WA WAS Pumping Rate (gpm) 200.0 200.0 N/A 98.0 Waste Sludge CyGe Time (min) 12.0 6.0 N/A 20.0 MESS at TWL (mg/I) 2,500.0 2,500.0 N/A N/A MLSS at BWL (mg/I) 4,000.0 ~lijDment Blower nwdel (3) Roots 624-RCS, 75 hp (4) Roots 616, 60 hp (5) Roots 68, 40 hp Jet Motive Pump (3) Hydromatic 50 hp jet (3) Goulds Dry Pit, 40 hp j (6) F-M Dry Pit, 30 hp Waste Sludge Pumps (3) Hydromatic Dry Pit, 3 h N/A ~ (3) Flygt Submers. 2 hp Influent valves (3) 16" Auto DeZurik Plug (3) 14" Auto Keystone Plug (3) 16" Auto Dezurik Plug Effluent (decant) valves (3) 12" (3) 16" Auto Keystone BFV (3) 14" Auto Dezurik BFV Proposal Price 1. SBR system to meet current limit $297,500 - - 2. Basic control panel package $34,675 - - 3. Total Package Price $334,051 ' $374,133 $606,160 4. SBR system mod. to meet future $11,400 $193,256 5. Optional PC-SCADA based syst $36,350 $9,007 $14,520 6. Adder for 304E SS header $26,600 $85,460 no bid Process Warran Period 3 years N/A 2 ears •inU. 51876 tm SS bel guard ® Table I Engineering Evaluation of SBR Proposals Buccaneer WWTP Expansion EDER FiIP Nn i5R7_ni ammeter Iw - d ne - ~--• -• et- ech qua- Aerobics Avg. Daffy Flow Max. Daffy Flow Avg. Daffy Fknv Max. Daffy Fbw Avg. Daily Fbw Max. Daffy Fknr Flow 1.9 3.8 1.9 1.9 3 8 Influent WAN concentration (mgA) . BOD 200.0 100.0 200.0 200.0 TSS 200.0 100.0 200.0 200.0 TKN N/A 20.0 40.0 40.0 Effluent WAN concentration (mg/I) BOD 20.0 5.0 5.0 20.0 TSS 20.0 5.0 5.0 20.0 TKN N/A 3.0 2.0 Oxyg~Reauirements Ib O2/Ib BOD 1.5 1.5 1.5 1.5 1 0 Ib O2JIb TKN 4.6 4.6 4.6 4.6 . 4 6 02 demand for BOD and NH3 (#!d) 4,754.0 7,669.0 6,922.0 7,670.0 . 02 generated by den'ltriflcation - - 0.0 _ Actual 02 Demand (#/d) 7,669.0 7,669.0 6,922.0 7,670.0 Alpha 0.90 0.90 0.85 0.85 Beta 0.95 0.95 0.95 0.95 Theta 1.02 1.02 1.02 N/A Operating D.O. (mgll) 1.00 1.00 1.00 N/q SOR/AOR Ratio 1.25 1.25 1.37 N/A Standard 02 Demand (#/day) 5,959.0 9,613.0 9,510.0 11,730.0 Aeration System Aeration hours/day 7.4 11.7 12.0 N/A Clean water efficiency 19.0% 19.0% 17.1 % 17.1 % N/A Air flow rate (scfm/tank) 1,365.0 1,393.0 1,491.0 1,950.0 1,219.0 Blower Capacity Provided 1,365.0 1,393.0 1,950.0 1,950.0 1,220.0 SCFM per nozzle 40.0 40.0 53.5 30.5 Number of nozzles per tank 34.0 34.0 28.0 40.0 Blower efficiency 60.0% 60.0% 65.0% 70.0% Blower BHP/basin 55.0 57.0 60.0 58.0 Pump BHP/tank 43.0 43.0 36.0 g1 p Total Horsepower, BHP/tank 99.0 100.0 96.0 . 148.0 Total Design Equiv. power, BHP 91.0 146.0 143.0 178.6 Basin Design No. of Tanks 3.0 3.0 3.0 3.0 3.0 Tank Process Volume (MG) 1.4 1.4 1.4 1.6 Diameter (feet] 72.0 72.0 72.0 72.0 Top Water Level 15.0 15.0 15.0 17.8 Bottom Water Level 11.0 11.0 9.9 12 6 Storm Water Level 13.7 13.7 N/A N/A No. of Decanters per Tank 1.0 1.0 1.0 1.0 Decanter Type Fixed Fixed Floating Floating Total Decant Volume (gallons) 365,459.0 365,459.0 1,902,396 N/A Decant Volume per Cycle (gal) 70,280.0 70,280.0 158,533.0 N/A Decant flowrate (gpm) 3,000.0 3,000.0 2,000.0 2,932.0 Peak Decant Rate at start 3,300.0 3,300.0 N/A WA Page 1 eder associates Robert S. Kosoy, P.E. City of Atlantic Beach September 9, 1996 -2- EDER recommends that the City select Fluidyne Corporation to supply the SBR equipment because of the following factors: 1. Their paesence and record of performance in the United States and in Florida is very strong. Fluidyne has the most operating SBR plants and oldest in Florida. 2. Fluidyne's proposed process design meets our specified performance specifications. 3. The company's experiettce and the technical support has been exemplarily. 4. Fluidyne's proposal was the lowest-cost submitted, approximately $40,000 lower than the next manufacturer, Jet-Tech. The City of Atlantic Beach should consider direct purchase of the equipment. This could provide the City with savings in two ways: 1) sales tax savings of over $21,000, and 2) potential to negotiate a lower price. EDER is willing to meet with you, the City Manager, and the City Commission to discuss these recommendations. Please feel free to call me at (904) 739-5888 to discuss this letter at your convenience. Sincerely, EDER ASSOCIATES An w R ay, P.E. M ager of Engineering Services ARMfjr Enclosure cc: Jim Jarboe, City Manager 1 eder associates J environmental scientists and engineers September 9, 1996 File No.: 1587-00 fie- Bucc li/!V %P °yP GUEM)y. t° sy OFFICES: P' „4° : Locus[ Valley NY J u ~, , Madison, WI ~ YEARS < Ann Arbor, MI y o Augusta, G4 ~~ ,,rte Jacksonville. FL '~' 4 Trenton. NJ Tampa. FL S~"r 1 2 i996 Robert S. Kosoy, P.E. Director of Public Services/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, Florida 32233 By- Re: SBR Equipment Evaluation Bnccanesr Wastewater Treatment Plant Exp nsion Deaz Bob: Eder Associates CEDER) has solicited proposals from four (SBR) manufacturers to supply the secondary biological unit processes at the Buccaneer WWTP. Responses were solicited from the following manufacturers: • Fluidyne Corporation; • U.S. Filter/Jet-Tech; • Aqua-Aerobic Systems, Inc.; and • Austgen Biojet. Austgen Biojet declined to submit, stating they could not meet the requirements. Table 1 summarizes the equipment proposed and costs. We have performed a detailed evaluation of the systems proposed by the three manufacturers, including a review of each manufacturer's ability to utilize the existing tankage, performance parameters, and the materials of construction. Field visits were made to the cities of Bartow and Mulberry to review the working installations of the Fluidyne equipment, and to United Water Florida's Monterrey WWTP in Jacksonville where Jet-Tech's equipment is being installed. Additionally, the City's staff visited the Austgen Biojet facility in Julington Creek. Continued...... 9477 BAYMEADON5 ROAD, SUITE 106, JACKSONVILLE, FLARIDA 32256 • (904) 739-5888 • FAX (904) 739-0760 WARRANTY ESCROW RESERVE for the CITY OF ATLANTIC BEACH, FLORIDA Corporation (Manufacturer) hereby agrees to place a $ warranty escrow account at its corporate financial irrstitution, Bank. The duration of the escrow account shall coincide with the original wananty, one yeaz from beneficial use or acceptance whichever is fast and shall serve as warranty reserve to be drawn upon in the event that funds aze required for the modification or repair of the manufactured equipment supplied on the above referenced project. Expenditure of escrow account monies shall be required if the manufactured equipment fails to perform due to causes related to structural failure or failure to meet operational requirements. At the end of the stated warranty period, all funds and accrued interest remaining in the account shall revert to Corporation. The contractor shall make final payment directly to said account. The Manufacturer shall be responsible to ensure that the initial account balance is $ .The funds in said escrow account shall be released by the Manufacturer if corrections arising from the Manufacturer's lack of performance aze necessary at any time during the warranty to correct the supplied equipment. Funds may be withdrawn from the escrow account only upon the written authorization to so release the funds by both the City of Atlantic Beach, Florida, and the Manufacturer or at the termination of the warranty period. If the Manufacturer authorizes the release of funds from this agreement in order to correct an alleged deficiency which may or may not be attributed to the Manufacturer, the authorization of the Manufacturer to release said funds shall not constitute a waiver of the right of the Manufacturer to take the position that said deficiencies aze not attributed to it and recover the funds released from the escrow account, together with this interest thereon, from the City. Further, the City of Atlantic Beach reserves the right to make repairs on the Manufacturer supplied equipment which may or may not be attributed to the City, said repairs shall not constitute a waiver of the right of the City and take the position that said deficiencies aze the responsibility of the Manufacturer. The interest accruing on the funds in the escrow account shall be the property of and paid to the Manufacturer. At the end of the stated warranty term, all funds in the escrow account, together with any accrued interest thereon, shall be released to the Manufacturer and said funds shall be the sole property of the Manufacturer. The provisions of this Warranty Escrow Reserve shall apply only when all payments to the Manufacturer aze made in full and in a timely manner. City of Atlantic Beach, Florida President, Corporation PERFORMANCE GUARANTEE SPECIFICATION A. The SBR equipment supplied shall be capable of meeting the final effluent limitations as specified and defined herein. Specifically, the SBR system shall be capable of meeting the 30-day average limits as specified and shall be capable of producing a final eflluent of 20 ppm BOD and 20 ppm TSS for flows up to 3.8 MGD. For purposes of validating the performance of the plant, the equipment manufacturer will conduct a performance validation test. The following tests shall be run on the raw wastewater and SBR effluent: BOD, (biochemical oxygen demand) and TSS (total suspended solids). Raw wastewater samples shall becollected on atwenty-four hour composite basis during the test day. In addition, one grab sample shall be collected and tested from each SBR tank for BODS and TSS. All laboratory testing shall be completed by a licensed independent testing laboratory. The Owner, at its option, may have its operator collect and test duplicate samples during the test day. In the event pollutant concentrations in the SBR eflluent exceed the instantaneous limits listed above, the equipment manufacturer shall modify the plant as required and retest at its expense until satisfactory performance is achieved. It is expressly understood that the performance of the plant in accordance with the eflluent limitations as defined in Table 1 shall be contingent upon the influent to the reactor basin consisting primarily of biodegradable domestic sewage as represented herein, and that the wastewater is free of toxic and hazardous substances and shall be further contingent upon the proper operation and maintenance of the plant by the Owner's personnel. Performance shall be guaranteed by the establishment of an escrow account in the amount of ] 0% of the cost of the SBR equipment package. Seller shall agree to deposit 10% of the monies it actually receives from the project into an escrow account to be available for corrective measures if required. The escrow period shall run one year from date of equipment start-up. At the end of the escrow period, all monies remaining with the escrow account shall revert to the equipment manufacturer. eder associates Robert S. Kosoy, P.E. City of Atlantic Beach September 16, 1996 -2- modification or replacement. Enclosed is Attachment A, which is a sample specification of the warranty escrow account clause. Also attached is an example of a warranty escrow agreement, which would be signed by the Mayor and the equipment manufacturer. Should you wish to discuss any of the above further, please do not hesitate to call ~. Sincerely, EDER ASSOCIATES An w R ay, P.E. Manager of Engineering Services ARM/nb Enclosure cc: Mr. Jim Jazbce, City of Atlantic Beach Steve Hadjiyane, P.E., Eder Fi7c- s~« ww~ eder associates 1 environmental scientists and engineers September 16, 1996 File No.: 1587-03 Robert S. Kosoy, P.E. Director of Public Services/City Engineer Ciry of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, Florida 32233 4op~PCLIEMIS'4- ~`° ~~ ~ 25 YEARS o J 2 >~~ ~A! orFlcES £xP- ~ocus s~ey rdv Stad~soc. v~ Arn A•~p~. 641 Auq~sa vA Trenton `:J Tampa FL ~I~iLSI) V SEP 1 71996 By Re: SBR Equipment Evaluation Bucra_ne?r Wastewater Treatment Plant F.x~ n Dear Bob: We have asked each of the SBR equipment manufacturer's representatives the expiration date of their price proposal, in response to your request. The general response from each is as follows: Fluidyne Until end of December, 1996, possibly longer Jet-Tech Uutil eud of December, 1996 Aqua-Aerobics "As long as the City wants to hold it" The problem from the manufacturer's standpoint is that much of the ancillary equipment, such as pumps, blowers, etc. have price increases at the beginning of the new year. In reality, we hope that once City Commission concurs with our recommended selection, and design finalized, a revised price can be negotiated. Since we now have abase-line proposal, we hope to negotiate better equipment or materials of construction for the same price, or obtain an even lower price. We further discussed equipment performance assurances that may be required of the manufacturer. EDER does not recommend requiring a performance bond of the rrlanufacturer at the time of direct purchase, as this will add a minimum of lr9o to 2'90 of the SBR equipment to the cost of the project. This requirement is hazder on smaller manufacturers, as they have to provide 100% cash or equity to the bonding company, which ties up their fmancial resources. In the event of a default, it is usually difficult to collect the money from a bonding company, often requiring additional expenditures for attorney's and engineer's fees- We suggest instead that the City either withhold a portion of the payment, say 10%, or requve a like amount of money to be deposited in a warranty escrow account, until satisfactory star-up. This option makes the money much more accessible to the City should funds be required for Continued. 9471 BAYMEADOWS ROAD, SUITE 106, JACKSONVILLE, FIARIDA 32256 • (904) 739-5886 • FAX (904) 739.0160 CTI'Y OF ATLANTIC BEACH CITY COAZrrIISSION DiEETLnG STAFF REPORT AGENDA TTE~i: SUBMTfTED BY: DATE: BACKGROUND: MAJUR EQUIPMENT SELECTION FOR BUCCANEER WASTEWATER TREATMENT PLANT EXPANSION PROJECT Robert S. Kosoy/Direcior of Public Works ~~~~ September 19, 1996 During the selection process of an Engineering Consultant to design the Buccaneer Wastewater Treatment Plant Expansion Project #BS9601, EDER Associates was selected primarily because of their commitment to bring the construction costs for the project under budget using a Sequencing Batch Reactor (SBR) design concept. The design engineer was directed to solicit quotes from the major manufacturers of SBRs azottnd one system prior to design of the plant expansion. After receiving quotes and evaluating the data received from three manufacturer's, the Design Engineer recommended the Fluidyne Corporation's system. Thcir analysis was submitted on September 9, 1996. As further assurance to the City, the Design Engineer was duetted to obtain ass»rances from the SBR equipment manufacturers as to the expiration date of their price proposal. This infonrution was received and summarized in a September 16, 1996, letter from the Design Engineer. It is suggested that the City require a Performance Gtarantee Specification and Warranty Escrow Reserve for this equipment. At this time an equipment selection must be made in order that design may proceed expeditiously. RECOMAiENDATIO\: ATTACIUILENTS: RE~"IEN'ED BY CTI'`<' Authorize EDER Associates to proceed with design of Fluidyne Corporation's Sequencing Batch Reactor Equipment. Have the City Attorney review recommended Performance Guarantee Specification and Warranty Escrow Reserve for the equipment Letter dated 9/16/96 from Andy May, EDER Associates Lctta dated 9/09/96 from Andy May, EDER Associates AGENDA TTEM I\O: rI E Minutes Page 6 D. Authorize funding for continuation of professional services during construction of Water Treatment Plant No. 3, through unexpended funds from the Atlantic Beach Wastewater Treatment Plant Expansion Project. Motion: Authorize funding for continuation of professional services during construction of Water Treatment Plant No. 3 through unexpended funds from the Atlantic Beach Wastewater Treatment Plant Ezpansion Project. There was no discussion and the motion carried unanimously. E. Authorize Eder Associates to proceed with design of Fluidyne Corporation's Sequencing Batch Reactor Equipment for Buccaneer Wastewater Treatment Plant Expansion Motion: Author¢e Eder Associates to proceed with design of Fluidyne Corporation's Sequencing Batch Reactor Equipment for Buccaneer Wastewater Treatment Plant Ezpansion as recommended by Public Works Director Kosoy. There was no discussion and the motion tamed unanimously. F. Authorize ezecution of rental contract between the City and YMCA for Fiscal Year 1996197 G. Authorize ezecution of rental contract between the City and Beaches Habitat and action on Habitat's request for nine keys to Adele Grage Community Center H. Authorize ezecution of rental contract between the City and Atlantic Beach Athletic Association (ABAA) I. Authorize ezecution of rental contract between City and Atlantic Beach Ezperimental Theater (ABET) In order to treat all groups renting city owned facilities fairly and equitably, Mayor Fletcher requested that Items F - I be considered at the same time and deferred those items to Commissioner Meserve and City Manager Jarboe for study and clarification of terms to ensure impartiality in the arrangement to be used for the rental of the facilities by all groups. NAME OF COMMRS. M S V Y V N MESERVE X X REED X X ROSENBLOOPI X SHAUGHNESSY X FLETCHER X ESERVE X REED X X OSENBLOOM X SHAUGHNESSY X X FLETCHER X AGENDA ITEM: DIRECT EQUIPMENT PURCHASE OF SEQUENCING BATCH REACTOR (SBR) EQUIPMENT FOR BUCCANEER WASTEWATER TREATMENT PLANT EXPANSION Page: 2. An Equipment Purchase Contract has been submitted from Fluidyne and the Performance Guarantee Specification and Warranty Escrow Reserve portions were previously reviewed with the City Attorney and found to be acceptable. The technical portions have been reviewed by Eder Associates. RECOMMENDATION: Approve Equipment Purchase Contract with Fluidyne Corporation and Authorize City Manager to Sign.. ATTACHMENTS: I. Letter from Heywazd, Incorporated dated 1/13/98. 2. Equipment Purchase Contract from Fluidyne with cover letter dated 1/15/98. REVIEWED BY CITY MANAGER: Z,J'-~ AGENDA ITEM NO: ~ {/ COMMISSION MEETING DATE: / - Z G - g E CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: DIRECT EQUIPMENT PURCHASE OF SEQUENCING BATCH REACTOR (SBR) EQUIPMENT FOR BUCCANEER WASTEWATER TREATMENT PLANT EXPANSION SUBMITTED BY: Robert S. Kosoy/Director of Public Works DATE: January 22, 1998 BACKGROUND: At the September 23, 1996 City Commission meeting the City Commission authorized Eder Associates to proceed with the design of Fluidyne Corporation's Sequencing Batch Reactor Equipment for the Buccaneer Wastewater Treatment Plant Expansion. The estimated total package price at that time was $334,051, without the contractor's mazk-up of approximately 10%, and 6-1/2% sales tax, which is passed on to the City when purchased by the Contractor. If these costs were added, the estimated price would have been $389,169. The design and permitting process has been arduous since the Florida Department of Environmental Protection (FDEP) has reduced their effluent limitations and has been concerned with metals, particularly copper and mercury effluent limitations. Finally, after many meetings and conversations with the FDEP, we received a draft permit on 01/05/98 and it is ready to advertise in the newspaper. In addition, we have received the 100% plans from Eder Associates and the project is ready to bid. Concurrent with the design and permitting, we maintained dialog with the Fluidyne Corporation and on January 13, 1998, received a letter from Mr. Jay Whelchel from Heywazd Incorporated, the Florida representative for Fluidyne Corporation. Due to the fact that as of the end of Octoter, 1997, Federal Law required motor manufacturers to cease manufacturing standard efficiency motors in favor of premium efficiency motors, escalation from the 1996 price quote due to the permitting delay and the addition of a 16" electric effluent valve and belt guazds, the present price for delivery in 1998 is $374,131. If the City purchases directly from Fluidyne (represented locally by Heywazd, Incorporated) there will be no additional costs. 50 i-z~-9S CITY OF ~t(artle ~tac! - ~letlda ~r~orl~t#tun No. 98-4 A RESOLUTION OF THE CITY OF ATLANTIC BEACH, FLORH)A HONORING ANN B. MEUSE FOR HER FOUR YEARS OF SERVICE AS FINANCE DIItECTOR FOR THE CITY AND CITIZENS OF ATLANTIC BEACH W HEREAS, Ann Meuse served as the Finance Director for the City of Atlantic Beach since January ] 7, 1994; and is resigning from this position, effective January 27, 1998, to accept a new position as Comptroller for the City of Jacksonville; and WHEREAS, Ann reorganized the City's Utility Billing Division, thus establishing an efficient, professional Division that is better able to meet the needs of our citizens. She changed the utility billing tofour-cycle billings which improved customer service and streamlined operations; and WHEREAS, the City's audit for Fiscal Year 1996/97 has been completed and, once again, for the fourth year in a row the City has received an excellent report with no management deficiencies; and WHEREAS, she coordinated the $22 million city bond issue, which is being used to fund the city's storm water drainage, sewer, and water projects; and WHEREAS, Ann updated the City's purchasing procedure by converting to paperless purchase order approval, which modernized and simplified the Purchasing Department, and enabled staff to operate more efficiently. She prepared Request for Proposals for the City's health care service which resulted in a savings of $100,634, and was instrumental in the creation of a Human Resource Department. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF ATLANTIC BEACH, FLORIDA, AS FOLLOWS: SECTION 1. The City Commission and Citizens of Atlantic Beach extend their most heartfelt appreciation to Ann B. Meuse for her years of outstanding service in administering the financial needs of our City and our Community. SECTION 2. The City Commission wishes Ann continued success in her career. Adopted by the City Commission of Atlantic Beach this 26th day of January, 1997. Suzanne Shaughnessy, Mayor John S. Meserve, Commissioner Mike Borno, Commissioner Richard Beaver, Commissioner Theo Mitchelson, Commissioner 5G ~-Z~,-98 CITY OF r~larlle ~iaclc - ~letlda ~Rr~aiu#ion No. 98-3 WHEREAS, Mark McGowan has served the people of the City of Atlantic Beach as a member of the Community Development Boazd since October 1991; and WHEREAS, Mark McGowan gave most generously of his time, talents and energy to preserve the character and quality of life in Atlantic Beach for the beneSt of all the residents. NOW, THEREFORE, BE IT RESOLVED the City Commission of Atlantic Beach, Florida, does hereby express sincere appreciation and heartfelt gratitude for the contributions of Mark McGowan and extends best wishes for his future happiness. BE IT FURTHER RESOLVID that a copy of this Resolution of esteem be spread upon the official minutes of the City of Atlantic Beach and a certiSed copy hereof be furnished to Mark McGowan. Adopted by the City Commission of Atlamic Beach, Florida, this 26th day of January, 1998. Suzanne Shaughnessy, Mayor Richazd M. Beaver, City Commissioner Louis M. Borno, City Commissioner John S. Meserve, City Commissioner Theo Mitchelson, City Commissioner 5.8 I-ZL-9$ RESOLUTION 96-2 RESOLUTION OF THE CITY OF ATLANTIC BEACH RECOGNIZING NANCY DECANDIS AND ROSEMARY FLETCHER, THE CO-CHAIRPERSONS OF FIRST NIGHT, ATLANTIC BEACH, AND ALL MEMBERS OF THE FIRST NIGHT STEERING COMMITTEE AND VOLUNTEERS WHEREAS, First Night, a community celebration for all ages, has been successfully held for two consecutive New Yeaz's Eve, 1996 and 1997; and WHEREAS. First Night offers an evening of music, dance, theater, storytelling, street artists, and more, including opportunities for audience participation; and WHEREAS, the activities offered by First Night represent multi-generational themes appealing to people of all ages and cultures and encourages families to celebrate New Yeazs Eve together; and WHEREAS, The Fust Night Steering Committee and volunteers, under the leadership of its two Co-Chairpersons, Nancy DeCandis and Rosemary Fletcher, performed an outstanding job in the organization, planning and fulfillment of the event; and WHEREAS, the City Manager expressed that the Fust Night group and its chairpersons worked with City Staff in a professional and exemplary manner, thus making Staff's participation easier than expected in the normal business of conducting a major event held within the City. NOW, THEREFORE, BE IT RESOLVED that the Atlantic Beach City Commission expresses deep appreciation to Nancy DeCandis and Rosemary Fletcher, all members of the First Night Steering Committee, and all those who helped support the First Night event for their creativity, time, and hard work which made it possible for residents and visitors alike to enjoy the celebration. Adopted by the City Commission of Atlantic Beach, Florida, this 26`" day of January, 1998. Suzanne Shaughnessy, Mayor Ru~enn Cwbnurd Amide lC, IllaeelLaaoas Section 19. That the PLC, supports an amendment to Art. X, ~ 13, Fla. Conat, to assure the sovereign immunity of muaidpaetia is the same u the state and its ageades and poetical subdivisions, and opposes arty provision that would ezpand the tort liability of munieipelitiea Artiela Ef, Aaaendmaa4 Section 20. That the PIA, supports an amendment to ArL XI, § 3, Fla. Const, to ensure the rights of munidpel dtizeas try pceeluding any }imitations oa the powers of munidpaeties through legislative or dozen initiated proposeb that amend the Constitution. Other Section 21. That the PLC, Npports any proposed constitutional ammdmmt that recooBrtixa and affirms the prindple of munidpat xome mule end oppose any proposal that restricts or limits the power of mvnidpaetiea to respond to the needs o[ their dtmeaa. tacludiog the authority of muaidpeeties to raise revenues. Section 22. That a copy of thL resolution be amt to the 1998 Constitution Revision Commission members by the P1.C. PA33ED AND ADOPTED by the Florida League of Cities. Inc.. in coafereax assembled at the xyatt Regency Hotel, Orlando Internatioml Airport, Orlando, Florida, this 21m Day of November, 1999. Sam 'President Fb " e of Cities, lnu Mayor, of Greeoaaea ATTEST: Sittig; Ezavtive Florida League of Cities. Ise. Rssdution WNirwed Section 4. That the FLC, endorses taimess N municipal hiring practices and will support an amendment to the rnnatltution that recognizes that employment policies are a matter of Iocal concern and dependent upon the unique circumstances of each municipality. ArUde II, General Rov4loas Section 5. That the FLC, supports an amendment to Art. II, § 7, Fla. Const, relating to environmental protection, that rnsurcn the pnrdent expenditure o[ taxpayer dollars by requiring that state environmental regulations be supported by sound scientific data, aatisf~ea a wat/benefit teat end achieves a brnefit derived from the environmental regulation that is rationally related to the coats to implement the regulation. Section 6. That the FLC, supports an amendment to Art. II, Fla. Const, or any other provision of the Constitution that rnsurcs faimeas through procedural and substantive due process [or munidpal officials and that restructures the Commission on Ethics. Artida VII, Finaaea and Taatian • Section 7. That the FLC, supports amrndments to close loopholes in the 'mandates' provision of Art. VII, § 18, Fla. Const. Section 8. That the FLC, supports an amendment W Art. VII, § 1(a), Fla. Const., to authoriu munidpalitea to levy any tax the state and i[t political subdivisions ran levy if the tax is approved by the electors of the municipality. Section 9. That the FLC, supports an amendment to Art VD, § 3(a), Fla. Const., that assures that municipal property shall not be subject to ad valorem taxation. Section 10. That the FLC, supports an amendment to Art VII, § 1(a), Fla. Const., to coddY the courts' defuution of 'taxes; and assures municpalites retain the home rule authority to levy Yeea.' Article VIII, Loeal Goverameat Section 11. That the FLC, supports an amendment to Article VII, § 18, Fla, Conat, to sunset stale mandates that have been imposed Wince 1990, the year on which Florida's electorate adopted this provision and it became effective. Beetles 12. Tha[ the FLC, supports an amendmrnt to Art. VIll, § 2(b), Fla. Const., to provide that a municipal ordinance prevails over a state law. Section 13. That the FLC, supports an amendment to Art. V[II, § 2(c), Fla. Const, which allows a municpality to annex unir:corporated property expeditiously. Section 14. That the FI.C, supports an amendment to Art VIII, § 2, Fla. ConaL, that assures a munidpality's right to manage its right-ot-ways and to receive fair wmpenaation for the use of its right-of-ways. Section 15. That the FLC, supports an amendment to Art. Vm, § 2(b), Fla. Conat., to assure municipalities are vested with the authority to control zoning and land use riedaiona. Section 16. That the FLC, supports an amrndmrnt to Art VIII, § 1(h), Fla Const., that eliminates taxation of dozens of muaicpalites [or services that are rendered by the county, and requires that in unincorporated areas, all munidpal-type services shall be funded solely by Municipal Service Ta~drtg Uniu or Municpal Service Benefit Units; while all other county-wide services shall be negotiated with the affected govcming jurisdictions. Section 17. That the FLC, supports an amendment to Article VIII, § 2, Fla. Conat., that ensures the right of dozens of any municpality not to be subjected to involuntary municipal abolition or merger by general or special Iaw. Section 18. That the PLC, supports an amrndmrnt to Art VIII, § 1(g), Fla Conat., to assure charter county ordinances do not.appty within municipalities without the wnernt of the munidpality. The 1998 Constitution Revisioa Resolution A RESOLUTION OF THE FLORIDA LEAGUE OF CITIES, INC. )FLC), ESTABLISHING POLICY POSITIONS CONCERNING THE REVISIONS TO THE FLORIDA CONSTITUTION FOR CONSIDERATION BY THE 1998 CONSTITUTION REVISION COMMISSION. WHEREAS, the FI.C, whoa membership Consists of Florida's municipalities, was created in 1922 to work for the general improvement of Florida's municipal governments; end WHEREAS, the 1998 Constitution Revision Commission was established ¢m June 1997, pursuant to Art. XI, § 2, Fla. CansL, [o review, consider and recommend to Florida's electors propoxd revisions to Florida's Constitution; end WHEREAS, the FLC believes that local xi[ government is the krystone to American democracy and that constitutional municipal home rule authority should be protected and expanded; and WHEREAS, municipalities are the only optional form of government, created primarily to xrvice the needs and desires of a local community; and WHEREAS, municipalities are the governments cloxst to the people and are governed by community leaders who have distinguished themselves as public xrvants; and WHEREAS, the more than 2000 municipal elected of<cials, reprexnting 400 Cities that compriu the League of Cities, believe that there will be a variety of the proposals that Could aRec[ thew home rule authority and ability to respond to the needs and conveniences of they citiunry. _ NOW, THEREFORE, BE IT RESOLVED BY 7HE FLORIDA LEAGUE OF CITIES, INC., THAT THE CONSTITUTION REVISION COMMISSION RESPECTFULLY CONSIDER THE FOLLOWING POSR'fONS: Constitutional Articles Artlde I, Declsatloa of Rights Section 1. That the FI.C, oppoxs any change in Art. I, Fla. Const., or in any other provision of the Constitution that would unreasonably infringe upon the rights of ell property owners in order w expand the rights of some property owners. Section 2. That the FLC, supports an amendment to Art. 1, § 6, Fla. Canst, that would prohibit the Icgisla[ure from enacting unfunded mandates relating to salary and benefits !or municipal employees or prohibit legislative acuon J such benefit is a mandatory subject of local collective bargaining. Section 3. That the FLC, opposes any change to Art I, § 9, Fla. Const, or any other provision in the Constitution that would limit wnatituticnally wand forfeiture procedures. ~jQITIItI ~1CA~1TP II{ ~TfTPB FLORIDA LEAGUE OF CITIES INC. Memorandum TO: Key Official FROM: Kelvin J. Robinson, Legislative Director RE: Transmittal of Constitution Revision Resolution DATE: December 2, 1997 At the League's Annual Legislative Conference, held on November 20-21, 1997 at the Hyatt Regency, Orlando International Airport, a select Resolution Committee met to review and recommend issues for consideration by the Constitution Revision Commission. A copy of the resolution that was adopted by this committee and the League's membership is enclosed. During the League's Business Meeting at the conference, a motion was adopted by the membership to request that ail municipalities adopt their own resolution in support of the League's Constitution Revision Resolution. To facilitate this effort, enclosed is a "sample" resolution that your municipality can use, as well as a Constitution Revision Commission mailing list for distributing your municipality's resolution. As always, you should have your city attorney review the sample for form pursuant to your municipal charter procedures. Thank you for your continued support of the League. Should you have any questions, please contact Darcy Foster at the League office. KJR/DAF Enclosures 201 West Park Avenue • P.O. Ho: 1767 • Tallahassee, Florida 32802-1767 • (904)222.8884 • Suneam 278.6831 RESOLUTION NO.98-1 RESOLUTION OF THE CITY COMMISSION OF THE CITY OF ATLANTIC BEACH, FLORIDA SUPPORTING THE FLORIDA LEAGUE OF CITIES CONSTITUTION REVISION RESOLUTION WHEREAS, the Florida League of Cities, Inc., convened at its Annual Legislative Conference on November 20-21, 1997, at the Hyatt Regency Orlando International Airport, Orlando, Florida, to adopt both its legislative policies and proposals to revise Florida's Constitution; and WHEREAS, the Florida League of Cities, Inc., adopted on November 21, 1997, its 1998 Constitution Revision Resolution; and WHEREAS, the City of Atlantic Beach believes that there will be a variety of constitutional proposals that could affect municipal home rule authority and the ability of municipalities to respond to the needs and conveniences of their citizenry; and WHEREAS, the City of Atlantic Beach is a member ofthe Florida League of Cities, Inc., and fully supports the Florida League of Cities, and each position addressed in the 1998 Constitution Revision Resolution. NOW THEREFORE, BE IT RESOLVED BY THE CITY OF ATLANTIC BEACH, FLORIDA THAT: Section 1. The Constitution Revision Commission respectfully consider the Florida League of Cities' Constitution Revision. Section 2. A copy of this municipal resolution be sent to the 1998 Constitution Revision Commission members. APPROVED AND ADOPTED this 26's day of Jantt~r .1998. Suzanne Shaughnessy, Mayor Approved as to form and correctness: Alan C. Jensen, Esquire City Attorney ATTEST: Maureen King City Clerk ~. • 5-A CITY OF /~tlactie $eaek - irlozida January 15, 1998 Memorandum to: The Honorable Mayor and Members of the City Commission City of Atlantic Beach /- z~-9~ soo seMlxoLe ROAD ATLANTIC BEACH, FLORIDA 32233-5445 TELEPHONE (9041247-5800 FAX (904) 247-5805 SUNCOht 852-5800 Subject: Resolution of the City Commission of The City of Atlantic Beach, Florida Supporting the Florida League of Cities Constitution Revision Resolution City Commission Members: Florida League of Cities has requested that all municipalities adopt the attached resolution. This resolution supports recommended issues for consideration by the Constitution Revision Commission. For your information, enclosed is a copy of a letter from Florida League of Cities as well as a copy of the resolution that was adopted by the Constitution Revision Commission. Adoption of this Resolution is recommended. Respectfully submitted, _. h'Y~- James R. Jazboe City Manager JRJ:tI ... ................. ACORD ~ERT11=1~AT~ QF ~ {ABI~i' ISURANG£ ;DATE IMMNdYY, ~'Y ~I .. _._.., _ ... I O1 13 98 , PROWLER THIS CERTIFICATE IS ISSUED AS AMATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Paragon Insurance Service IRC. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P. O. BOX 921966 COMPANIES AFFORDING COVERAGE ~ 3200 Pointe Pkw Ste 300 y. . COMPANY 'Norcross, GA 30092 A NORTHLAND INSURANCE COMPANY wsuRED COMPANY Eagle Tank Technology and B HANOVER INSURANCE COMPANIES Renovation Cor p. COMPANY P.O. Box 26280 C Jacksonville FL 32226 , COMPANY D COVERAGES " '' ,. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDRION OF ANV CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAV BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONORIONS OF SUCH POLICIES. LIMBS SHOWN MRV HAVE BEEN REDUCED 8Y PAID CLAIMS. T CO TYPE OF wSURANCE lTR i POUCY NUMREA POIICY EFFECTIVE IOUCY EXPIMTION OMITS DATE IMNpdYYI DATE IMMpDM•1 GEH EAAL LNWOTY GENERAL AGGREGATE 12 , 0 0 0, 0 0 0 X COMMERCIALGENEAALLIABILRY PgppUCTS~COMPpPAGG IZ, OOO, OOO CLAIMS MADE ^X OCCUR PFASONAL A ADV INJVRY t1, O OO , O OO A X OWNEP'SACONTRACTOR'SPIIOT KA970082 09/15/97 09/15/98 EACH OCCURRENCE Il, 000, 000 X Contractual fIREDAMAGEIA,ryprlvll 1 50, 000 MED EXP IAAY one prsPN I 5, 0 0 0 AUTOMO&lF lLES1OTV ANV AUTO COMBINED SINGLE OMR t 1,000,000 X ALL OWNED AUTOS BOdLY INJURY r~I-~ SCHEDULED AUTOS IPr pFSOnI I B I faRED AOT05 X ADA 5086738 O1 08/15/97 08/15/98 ~ -y ~I ]y NON-0WNED AUTOS Rooar wJUnv IPa ccEenO F '~ UNINSURED MOT 4 0, 0 0 0 PROPERTY DAMAGE 1 ~ OMAGE IUWIfTY AUTO ONLY~EA ACCIDENT 1 ANV AUTO OTHER THAN AUTO ONLY: EACH ACCIOFM 1 AGGREGATE t 'i EXCESS OABIIITY EACH DCCDWiERCE / UMRREUA FORM AGGREGATE 1 OTHER TNAN UMBIIFLLA FORM I WORRFA6 CDMPENSATpN ANO '~ • WC STATU~ OTH- ~ EMxorETa uAnurY EL EACH ACCIDENT / THE PROPRIETOR/ PARTrvERSrt%ECUTIVE INCL ft d5EA5E ~ PdKY OMR I '~ OFFICERS APE: EXCL ft dSEASE ~ FA EMROYEE I OTHER DESCRIPTION OL OPEMTIONSAOCATR]NS/VEWCLFSISPECIAL REMS CERTIFICATE HOLDER IS NAMED AS ADDITIONAL INSURED WITH RESPECT TO GL. CER17F)CATEHOLDER ,~,,,;~„ ~,%%//r0~%ia/~/i///,.i"%/~%i%%%/i%~~~~.:'ii/,/,i/i~G~//,%///%ir%'%~/%/,ii/r/ii/~~%///i'//%%/~%%~":~- ~~ /, , ,• EHOdD ANY OF TIE AMVE OE6CRIR0 POUCEE E CARCFiLED ~FFORE TIE CITY OF ATLANTIC BEACH E%RIMTgN DATE THEREOF, THE MEIn1o toMPAHY wlu _~ MAx 1200 SANDPIPER LANE 30 DAYS wRTREN HoneE TO THE tE11TNRCATE HdOEII HAMFD TO THE IFJ•T. ATLANTIC BEACH, FL 32233 AUT uarr 71YE ACOF1026-SIt/95) ii/i',•~~o~;i/r,'/%~%.o//i%%//%%%/r~i/ii///i>~/////%%/~/%/.,'i//r%///~~%%//~//'~ra.~%%%%%i~~~%i~i,/•/i%ii'"~ ~ ; , 1E~N-13-yg 03:04 PM INSURANCE SER\: L' _ES 770 447 120 P. ]_ i acoRO CEFiTl~ICAT~'OF LtA81LlTY lNS URA~CE •ecaAfY . . THIS CERTIFICAT! IS ISSUlD AS A MATTER Of INFORMATION I ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICAiE ,•-,~ .,. , I _ _ „I. i:'.--^--, 1:_3ACe 3erv-c2 _T 11C. MOLDER. THIS CERTIFICATE DOES NOT AMEND, E]REND JR ALTER THE COVERAGE AFFORfiED 8Y THE PO ^ J ~-~ ~ ` 1 ~ ° ° • LICIES BEI W _ COMPANIES AFFORDING COVERAGE _ ^ ~~"•`"=`9'' 'vA ~OGS~ L'~ I wM.am. A " ' _ I NOR _ Hi:AD7D INSURANCE COMPA?IY aag__ Ta:1x Te~?tro_~~ ara Y ~ 1= 7 JE . e a'C' ? URANCE O• LdS C ~iPAN'IcS .,_::c -ar.! ~r _~ - _ - ;r:.~,. F.~. _~x '._ C : -------- . __~L_~r..__1_ _ ---- - G_ _ _ D 'H.5 ' TO CERTIRr THAT THE PuLIGE OF IN 4Ufp :[[ LI$TEU 3E.GW XAYE 9EEN u~_EU D THE M$UREU NAMEU AbUVE FUR TnE FDUCrr I ND'Ca TEU NDT T : HSTAN DING ANY RECIUIgEMCNT TCfIM Oq CONDITION OC ANY QppTpA~, rJR DTI ION DOCUM[NT SS ITII q[$PCCT TO NIII C t1T f: te C;I A [ [ MA 9E .JSUEU UR MAY PEkTAIt/, TY.E REbUHi\NC_ AFEUHUE'J GY IHt YUL:C tS Dt]CRIOtU HbNtIN IS SDB ~ ~ tA•_L,SUNS ANU CDNOn:U;J5 OF SUCH ~DGC!F5. LiMIiS SHO . J tCI IU ALL IHt It:': ', V:N MAY HAVE BEEN gEJUCED BY PAID CLAIMS. II~~ TYF[OF:xiVMNCF I FOLICY NUMlER ~ roVCv [ffiCtrSE roUCY fRFIMTICN I I -__----____ uMlT6 061E WM-00:`YI GATE IMMrDOiYV; .-_ I CENCRAL UGMU EY ~ I ' 1 GEVE•ULAGGAEOA'E fl , V ~I li ~_ : ~ C_.1!•fgC.ral !:i+.F.iAi li \q'I ITY _ i I • ' 1 ::a M !l•-~r I I AROOUCT9.COMR/OP Y_C 91, OVL_ _ j 'x' ~ lqI I -~ X 0+.'.ER 53 C'vuTMCTCa SPRGTi iCA9'.OO9Z I I/ERSGNAIS AOV •N,IIjRY IL, Q1iC . ~r~r r -- OJ! 15 0 ~9/15/n~ IEAG / I OCCUNn ENCE aI r G1 i - ~ I FIDE DMAAGC Lbv a,e nw~ 5 \^ _- - i .Mf] ff.4lanY ar,-vxwn, f ~ ~ ' :9 .F as?Il: 1 -. .. -''.:us ~.r`_ ,_rio73~ ._ i)5, i7; 5; 0/1~; S5 _- I ~ I 1 _ -` ___ - 1 I oR0'E9!Y DP.VACE 1 F fjYAV Fy IA4liTY I 1 I I I abT-J DNLY . Fa ACrIOF>. f .. OTHER THAN A_U'0 '^Rr~ - k.':taa .~AGI.fI ' ~- EACH OCCVRRDICE rG ~ ' 1/q CS I Sfn ~ AGGREGATE ! s YIDR9Fa5 DDMPFNSATIGN AND j-~ ( f C/AP:O'r FRS' WMUTV ~ I WF S. ATV OTwI I -_G.~YUM.TS: ra I ( Few-. fee srErpTlyC ~ NC: n ; 0. DISEAyE - POl ~Y UMR ~ 1 OTYEa -~ `I ~ I DEL WSFASE~EA !MO;GYCC f I I I I -~ / I I I • DrC~, G'RI(ry CG OFFMTIC'.fl ~CCATION[NCn.^L[y.SFCCIAI ITCMS j ~Ek'iIcICATE HOLDER IS DI~+IED P.S I ~CFATIFICATE HOLDER ~7I .. ". :,. ,>~. 1 i _..TY Ce ATut-!Vii•~ b.w.~;a~".H I _.^-DO :JF.177JF: FLi. L.ti7L • A^L?.:J';_T% $E,P_Cn, F.. 3223) i ITIONAL INSURED WITH RESPECT TO GL. ,.., ,.. sNOVLD ANr Os rN[ AwvF O[iCq~[O roD09Et fN CANCnESO se/OnE n~C OtNMTNIN OAT[ TIIEII[O/, TN[ NSVN+O COMRANY WILL ~ Mi. I oAr[ MNYTTEN NOM[ i0 TIIC C[RnNtG1Ta fIOLD9R NYYY To rME 1/R I ~s CITY OF r~[la.ruc b~cacl - ~lonida -- .... 'r~_ . ~~~... J~II:~~RY i5, 1995 CI'Y 0'r a'II,AS t U: 3LiC.2 B1D \0. 9~H8-7; cu:! :.-ED GAT=:~ raga- ::I A'!1. ;~:?:4' DI'al I I. I'I! iKlil:\ :_....:- ia- ~ I r.!.:. e,lu ear ~~._ _- .._ Following chc MASllALOKY ore-hla meecl.^.2 held on January 13, 1959, at 2: OU PM, rela Clime tr+ ti:e above Sid, tree enc loped :\DDLKv ~l S0. 1 was issued, and is hereby made a part of ci:c hlri c:ncu~ent~. 8ldderr: sh,.ll acknowledge recetnt of tl~+is anr,!~,ynt^I \.1. in the s?aca provide below, and shall return the same with their b.:I. eailure to do an !a;ev b~ cnu.oe for dl:',qun?'.%ic.u:or: :rC bidder. ~°7 /e ~~ ~a_~e ~r• ru~Pa~;r - nr __ _ SIGYA,CRE ><seH~and wd ~e:zr es-cs-Ndr STAR INSURANCE COMPANY GENERAL POWER OF ATTORNEY NG.: SA 1462553 (Void unkrr numbered in red.) KNOW ALL MEN BY TNESE PRESENTS, that Stu Irsatrartm Company boor made, attntitutcd and appointed, and by Crete prnerdt does ,nakq CpWl6rie a11d sppomt FITZHUGH K. POWELL, JR. ** ROBERT T. THEUS ** STANLEY L. STOREY WENDY A. DYGERT OF JACKSONVILLE, FLORIDA its true and lawful attomry-N-fact, for it and N its name, Place. and stead to execuu on behalf ofthe said Company, as surety, bcodr, rtttdettakings aM mntracV a suretyship to b<givm to Applicable to All Obligees provided thu no bond a underaking a mntrsct of suretyship ezecuted under this autlwriry shall excad in amount the sum of two million five hundred thousand (52,500,000.00) dollars. This Power of At[arrey u gnrded and ro signed and sWed by fsaimile under and by the authority of the following Resolution adopted by the Board of Dvcctas of the Company on the 7th day of January, 1993. 'RESOLVED, flat the Chairman of the Board. the Via Chairman of the Bond, the President, an Executive Via Presidem a a Senior Via Preaidem a a Via President of the Company be, and that each a any of them is, suthonzed to execute Powers of ACOmey qualtfytng the aoomey-ut- tact narnedm the given Power of Attorney to execute N behalf of the Company bards, urtdertakinga and all cxmtracu of surttyship; and Crat an AssuLm Vim Raided, s Secretary a an Assis[ata Smeary be, and that each a any of them hereby is, authorized [o ai[etl the exenrtion of arty such Power of Atlanry, std to svath Cerelo the seal of the Conryany. FURTHER RESOLVED, that the signatures of such affimrs and the scat of the Company may he a6xed b arty such Power of Attorney a to arty ~r.r. relating thereto by faaimile, and any such Power of Attorney a a~pu bearing such faaimile siguntrn a fiairttile stsl shall be valid and birding upon the Company when so aRxed and N the future with respm to any bad, undertaking a eoraran of wreryship b which it is atuchrd' IN WITNESS WHEREOF, STAR I\SLRtA\CE CONPA'JY hu caused its o6cial seal to be hereunto affixed, and these pasentt to h sigrud by its Senior Vim Residems ard attrstcd by the Smetuy this 4th day of February 1997. A ~ STAR INSURA.\CE CONiPeV\Y ~ ~ei~:+~~~~ Michael G. Cmtello, Secrnary ~cECq tit uf~~dem - r ra STATE OF MICHIGAN } < ~ e ; ss.: COUNTY OF OAKLAND F 4'rc,rto~~ On this 4th day of February, 1997, before me pnsomlly rume Marc S. W ilbter, to me known, who bong by me duly awonr, did depose std say 11tat k u a Senior Vim Resident of STAR 1\SURA\CE COMPANY, the corpoation drxtibed in and which executed the above irotrurmd; that he knows the seal of the said corporation; slut the seal affixed to the said irturttrrtem it suds corporate sW; that h wu w $txed by ceder of the Bond of Dirtctors of said corporation and Cut he signed his rune therao by like order. - +~_^0b ~ ~Znir'1/~~~ a NOTARY o t+atAkrtUeuc -» ~ A~II pueu~ j,T NOTARY PUBLIC-OAKLANDCWNTY,MI r''bcou~' CERTIFICATE At1'COMMISSIDN EJ(PIRES 03/1399 1, the urdesigncd, o(STAR I\SURA\CE COMPA:YY, a Midtigan mtpora[ioq DO HEREBY CERTIFY Cut dte foregoirtg std atladrd Power of Atlorrcy rettuim in full force and has not been revoked: and fto'tlremrae Cal the Resolution of the Bond of Dvepas, ore forth ie the said Power of Avaney, u nosy in form. 21st J a y 98 Signed and sealed aI the rity of Southfield m the State of Michigan. Dated IFte _ day of 9 Cate , THIS DOCUMENT IS NOT VALID UNLESS PRINTED WITH A RED SERIAL NUMBER IN THE UPPER RIGHT HAND CORNER. IF YOU HAVE ANY QUESTIONS CONCERNING THE AUTHENTICITY OF THIS DOCUMENT, YOU ARE URGED TO CONTACT OUR POWER OF ATTORNEY CUSTODIAN AT 1-0043947808. DIRECT CLAIMS CORRESPONDENCE TO FUNDS MANAGEMENT, INC. 185 ASYLUM ST., HARTFORD, CT 081033403 6030.Feb. 97 Pape I tN 7 STAR INSURANCE COMPANY BID BOND BOND NO. - SA1462553 KNOW ALL MEN BY THESE PRESENTS, that we, Eagle Tank Technology 6 Renovation Corporation as Principal (hereinafter called the Principal), and Star Insurance Company, a corporation under the laws of the State of Michigan, as Surety (hereinafter called [he Surety) are held and fumly bound unto City of Atlantic Beach as Obligee, haeinafta called the ObBgee, in the sum of Five Percent of the Amount Bid ~ IbBars (S ** 5Z ** ), for the paymrnt of which sum well and tndy to be made, the said irincipal and the said Surety, bind ourselves, our heirs, executors, adminisuatoa, successors and assigns, jointly rnd severally, firmly by these presents. WHEREAS, the Principal has submitted a bid for Repaint 100,000 Gallon Elevated Water Tank Atlantic Beach NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall rnta into a Contract with the Obligee in accordance with the tams of such bid, and give such bond or bonds as may be specified is the bidding or Contrat Documrnu with eood and sufficirnt surety for the faithful performance of such Contract and for the prompt payment of labor and material famished in the prosecution thereof, or in the event of the failure oC the Principal to rnta such Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference trot to exceed the penalty hereof ben-rern the amount specified in said bid and such larger amount for winch [he Obligr_ taay 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 Signedandsealedthis 21st day of January .195$. (WiNess) W'itncss Eagle Tank Technology 6 Renovation Corpora[ior (~ctP~) - t ay ~nlvortC t'str>< ST MP~NI' By .VrL-_ seat Robert T. Theus (Anontey-ia-Fact) Florida Resident Agent 8329540528 70 46 SU O7 94 Page 7 0l 7 (-ropsruwyvaml City of St Petersburg 'i Ft~iII Watt Ttestiniat PLwt ' `' St. Petersburg, Florida `Including Two 3 Minim Gallon Tanks -~ Contact: Mr. Everett Kinlock - Completed Mtd 1995 ;; ' x - (813) 920-5 l87 Comract Value S 450,000 - - Cih• of Ft Lauderdale 1 iwlillion Ga11on~Elevatcd Tank 100 N.:4ndrews Avenue Full Lead Abatement Ft. Lauderdale, Florida 33301 Contract Value 5210,000 Contact Mr. Jim Grcgon• (954) 761-5063 Dept. Of Health & Rehabilitative Scn~iccs Interior - 3 coat Epoxy System l 199 Wcst Lantana Road Exterior -Epoxy Mastic System Lantarta, Fl. Aluminum Contact: Mr. Jeff Voiles Convact Value 539,000 (407)-582-5666 ext 261 Jai litilit}• Management Interior - Epoxy U'00 Gulf Lifc Drive Exa-rior - Epox}', Polyurethane Jacksonville. Fl- I.000,000 Gallon GWST Contact Mr. Mile James Convact Value 579,000 (90-1)476-5110 - - Santa Rosa Island autharih Inrcrior - 3 Coat Epoxy Svstcm Cartan Consultants Exterior - 3 Coat Pohurcthanc S_vstcm 447 Bacou Bhd. T~.co (_l 100-000 Gallon E1VT Pensacola. FI. Convact Value SI#0,000 Contact: ~U. Jem VlcGuim (904)484-6011 North Florida State Hospital Exterior -Epoxy mastic /Aluminum High~cay 12l 2:0.000 Gallon EWST McClennc, Fl Convact Value 5=9,000 Contact: b[r. Alvin Griffis (901)259-6211 ext 1119 Cih of Clermont Florida Interior - Epox}• Clermont, Fl Exterior -Epoxy- Mastic system Contact VU. Preston Dtnis Allad Enamel (901)394-1081 500,000 Gallon EWST Convact Value 549,000 Sun Ray Tani: Interior - 3 Coat Epox}' S~ stem Sun Ray Homes Exterior - 3 Coat Epox}•, Polyvrethanc Avon Park, Fl $cstem Consultant: Hoaic Green Tank Inspection Convact Value 595,000 (407)4GG-1419 ~t~~Ti+ s TrE - I ~-C~. 'a :,L.ti +ET sr ;l.~i7~'.`+ °`~ .s ~ h~- - Claude H Dyal Water Plant l.ad Abat~mt and Relocating of 600 School Street Thnx Silos Cocoa, Florida 32922 Complctcd Septcmba 1997 ` Contact: Mr. Ed Wegerif ~ Contract Value $82.600 (407)639-7665 Celo[es Corporation 100,000 Gallon Elccatcd Water Tower 9225 Dames Point Road Interior and Ertcrior lacksonville, Florida 32226 Complctcd April 1997 Contact: Mr. Ron Tancrcde (904) 751-3400 Convact Va1uc $33.400 The Bolles School G0,000 Elevated Water Toner 7400 San Jose Boulevard E.stcrior. Complctcd April 1997. Jacksonville, Florida 32217 Convact Value $23,000 Contact: Mr. Jeff DeWitt (904) 733-9292 Cih• of Quincy 4 Interior - Clean, 3 Coat Epo~1• Scstem 40 V. Jefferson Svicet 250,000 Gallon EWST Quince, Florida 32351 Complctcd December 1995. QMI Water Treatment Plant Convact Value 543.500 Contact: Mr. Mike Swiher (904)627-9506 Vclda Faints Dain~ 100.000 Gallen E!ecated Water SOI \orthcast 131st SfICCt Toner Interior and Exterior. ~Gami. Florida Complctcd December 199:. Contact: ivU. Ron ~1cy (305) 651-3511 Convact Value 543.000 John; Island Water Management Clean and Paint Bridge Water Lincs. 1 Turtle Beach Refurbish and Maintain Ptunp Stations Vero Beach, Florida 32963 And RPZ's. Contact: VU. Hal Hucks Ongoing Convac[. (407) 231-1666 Contract Value 5200,000= Ctrmulaticc Escambia Count} [Jtilitics Interior - 3 Coat Epos} S~ stem Ellyscn Industrial Part; Exterior-Zinc Epoxti Poh~trrcthanc Pensacola, Fl. Ficc (5) Elevated Water Towers Contact: Mr. Danm Majors Various Years. (904)•376-5110 Convact Value $650.000+ Cumtdaticc Cin of Flaglcr Beach Interior -Epoxy 102 South Second SUCet Exterior -Zinc Epoxy Pohurethanc Elagler Beach, FI Convact Value 548.000 Contact Judy L~ (904p337-3776 CiR of Pcrr} Interior - 3 Coat Epos} System P.O. Drawer 1907 Exterior -Epoxy Mastic P~m. FI. Aluminum Contact: IvU. Mason Kcll}• 200,000 Gallon EWST - 1993 (904)584-7161 Ongoing Maintenance Convact Value $60,000 .~ 4 3 S- y - L ~' ~ ~} Lee County Utilities 1500 Monroe Street ~ 250,000 Gallon Elevated Fc Myers, Florida 33902 Water Tower, baterior and Contact: Mr. Jim S~~iR (941)'179-8580 Exterior. Completed June 1997 Contract Value 5182,620 ST Enciromental 1580 Tice Street 300,000 Gallon Elevated Fort Myers, Florida 33901 Water Tank, Exterior Contact: Mr. Ken Irvin (941)693-7112 Completed July 1997 Contract Value 523,500 Central State Hospital La~~rence Building 250.000 Gallon Elevated Milledge~illc, Georgia 30334 Water Tower Contact: Mr. Franl; Dellcp (912) 453--1162 Completed April 1996 Convact Value: 5 124,000 Cape Canaveral Air Station 14630 Hangar Road 500,000 Gallon Elevated ` Patrick AFB, Florida 32925 C R atcr Tower, Interior and Exterior Full-lead Contai ontact. M.SGT. Nora Samccll (407) 853.0875 . nment Completion Da[c December 1997 Convact Value: 5537,778 Cin of Cassclbcm 9~ Triple[ Lake Drive Laad and Encapsulation of Throe Casselbcm, Florida 32707 Elevated 6Vatcr Tanks, Interior and Contact: Mr. Glen Weathcrholtz Exterior, and Corrosion Control (407) 263-3911 Completion Datc December 1997 Contract Value: 5204,771 Seabrook Island Wata/S~~vage Commission 2902A Seabrook Island Road 500.000 Gallon Elevated Tank John's Island. S.Carolina 29455 Interior and Exterior Contact: (vlr. Mickcti~ Spbrook Camplenon Datc Dcccmbc: 1997 (803) 834-1496 Convact Value 590,600 Middle Georgia College Caldwell Tanks Dismantling of 60,000 Gallon 244 Washington Strcct ~ Tank. Full Lead Abatement Atlanta. Georgia 30334 ComplMCd September 1997 Contact: bU. Marion Hornsby Convact Value S 73,600 (912) 74:,-8115 - Cih of Clermont Caldwell Tanks Route 50 Clermont, Florida 347 i 1 Contact: ~Ir. Mike Springstcad (904)787-1414 400,000 Gallon Single Pedestal Tank Hydro Pillar interior and Exlcrior Completed November 1996 Convact Value 3 39,037 -^Vrt,// .-'Br,/ar/V VVVVB!A ^a^VB~r\`"B~~B VB~B~VBa~~f"T^ r LYNWOOD .ROBERTS~ OFFICE OF THE TAX COLLECTOR CITY OF JACKSONVILLE and/or COUNTY OF DUVAL, FLORIDA 271 EAST FORSYTN STREET ROOM t]0, JACKSONVILLE, FL 72202 PNONE 19 0116 7 0-10 8 0 FAx: 190gf1]0•It72 Nou - A ptntltY is impoate for ftilen to ktap tbia IictnM txbibittO AempietwwlY t[ Your uubliabm9nt or pltct of busin9aa. Tbia licr.ma is /urniabaA in plvauane~ orebpttr 770-771 City orEinanet eoeas. 'a .1 ' ` __ ~ _ •~ - EAGLE TANG TECN a RENOVATION, _ ~ OB -: . INC RANGY GINZIG, PRES - - 11030 BLASIUS RD ~ _ _ - _ ' JACKSONVILLE, FL 32228 - ~ - - - ACCOUNT NUMBER: 106142-0000-5 ~LULAI IUN AUOkESJ: 11030 BLASIUS RO ~ ~ -~- ~--~~ 32226 DESCRIPTION: CONTRACTOR, ALL TYPES - - County License Code: 770.307-001 County Tax: $11.25 Municipal License Code: 772.309 Municipal Tax: $41.25 Total Tax Paid: $52.50 VALID FROM OCTOBER 1, 1997 TO SEPTEMBER 30, 1999 RCPT lY: OO1T008898 DATE: 9/03/1997 AMT: $52.50 ATTENTION "'The Following Construction Contractors Require Additional Licensure"' ALARM RESIDEIJ fIAL ELECTRICAL MECHANICAL GENERAL UNDERGROUND UTILITY REFRIGERATION _POOL BUILDING SHEET METAL PLUMBING CARPENTRY HEATING ALUMINUMNINYL ROOFING SOLAR IRRIGATION WATER TREATMENT AIR CONDITIONING Tbia is an occupttiontl lictmt ux only. It dots not pumit tM liumu to riob» my •xiatinq rt9ul story er 2oniny Itwa of tRt Coon1Y or City. Nor eo~a it txtmpt tM lignatt from anY otMr lieao» or permit regvint OY law. Tllia is not • ctftitiution of Ib lictnat9's Qutli/iutien. ~~,~.~ TAX COLLECTOR THIS BECOMES A RECEIPT AFTER VALIDATION ti - ' .~ -.z 'DEPARTMENT •OF±I yCONS' -~~ - ' ~ ..: L I NTS€ k0727/199~ 47013515.- _CG CO$' Named helm Under the In ~. ~~ - -.:, F~iration date: Avv a i . i TYa . :. ~_ .: _ ,_. . , , _ ,.'. _ , GINZIG. RANDALL KEITH _ EAGLE TANK TECHNOLOGY/RENOVATIONS CORP 11030 BLASIUS .ROAD rr '?• _ ~ - ?~ '~ JACKSONVILLE, k~ FL 32226 T` ,: > r ,s .., { J - ii ~ .G' -~•'a ~::?x~" {t pia f LAWTON CHILES _ DISPLAY ASREOUIREDBYLAW GOVERNOR .. :,~:. :~- . • ~• . ~k- -_~ ~,' x R- n: .ay J,, ,. ••. Sti ~` RICHARD T. FARRELL SECRETARY •C* 4 8 7 9 7 7 5 "' STATE OF FLORIDA Y ~ •~ DEPARTMc!:T OF BUSINESS AND PROFESSIONAL RE ~ GULATION CDNST-INDUSTRY LICENSING BOARD - `•'.~- ~ • ~ ~ ~ LICENSE NDR . 2/lb/i997 702kE22- t~D -0008898 ~ ~ ~{ t--. ~, sue" ''' '''~' he BUSINES°' OP.GANIZHTZDPJ is _ > r Y amed6elor- FIS Q' ACIFIED ;- _ '~ d th i i of l~ t FS ' ' • ~ ~. ,~° n er e prer : ea er 489 _ p . , >piraUop /ate: AUG 31,- :1999 - .. , - - .... ~ . " - ;rr~: _ -:THIS IS NOT A LICENSE TO PERFORM WORK. THIS ALLOWS THE "- ~b - ".~; - "OMPANY TO D7 BUSINESS ONLY IF *T HAS A QUALIFIER.) - ~ _- - ~ i ~ y ;ts F6i~i . .. ~. a ~~•i}~3 ~~. =AGLE TANK TECHNOLOGY AND RENOVATION - ;''~ - '1030 BLASIUS ROAD JACKSONVILLE FL 32226 --.-.. = _ - _ ;,•:. _ F _ t ~ _ „ ~ f _AWTON CHILES GOVERNOR DISPLAY AS REQUIRED BY LAW _. ~.- - - - -. ---- RICHARD T. FARRELL SECRETARY -. -~----. -,.rte-,rv- . „r: W-y ;av, rxarcn t99<) ~,,,en a e.. n.awy .,rte "'""`• s..,u 1 Nsrne (t _ ~: ,~ _.: Request for Taxpayer Identification Number and Certification Give form to the requester. Do NOT send to the IRS. first rod vote Inc come of Inc pesim or envy Muse mmOb yin ever Y hrt I OeM. See IraWdtms m page z o ryR Dame as maoaec) WSYMSS name t~ G1°Onel°R SC! CCibVCt10M1S °n Oagt 2) f~ Ea /e ~anK Tccl,r.,tG,~ r„ `~ry oV nTiai. Gael_ ~aa'rim [ I ryease cn approorute o°c ~ In°~+euav5ae oropnerv Carponuon ~ PmnrsMp ~ Otnn - _________ ___ __ __ ________________ pddres (Humps. SuM, aro apl or suite roJ Rpuesta s name aM aomess IooaonaQ ray. state and LP code JJ1 s6~~-tP rr~rr Lr~ 3zZ Z~i Taxpa er identification Number (fIN) tat aocdvnr mxnoeasl Hare (odti°ruq meter your 71N in the approprate box. For ;dividuals, this 6 your soda) seardty number social senrtty raanbar ;SM• For sde PmPrktors, see the instruC.ions ,n page 2 For other entities. K is your empoyer _entification number (EIN). ft you da not have a pR For Payees Fsetrtpt From Backup see How To Get a TIN bebw. umber Withholding (See Pan 8 , . ch name i i ~Oy° 16io~C'aO" niii°ar instrudiore on page 2) n more art one . s tote: N the accoum 5 3 3 G m rho chart m page 2 for guidefixs on whose Z Lmber to eraer. !nder P~ti° d perjury, 1 certify' lhac - The nurtlbef shown m ihts tone a rtry eorreC tax;.ayer identification ntanber (or I am waiting for i number t0 be issted to ma), and _ 1 am not sut>jeC to backup wiWwldirg because: (a) I am exempt from badarp witMdding, or fbl I love not bean noafxd b)'the Iraarrwl Revenw Service flat I am suDjeC to backup witnndding as a rewtt of a tenure to report a0 erterest dr dividends, or (cj the IRS has nadfied me flail I am no longer subieG to Ibacidrp wttnndding. ar7ficaEOn trutructiorts You mt5, cross out hem 2 ebdve if you have been ~eC by the IRS that you are anentty wbjea to ttxlarp ;rr.~akting because d. undenePOrting mterex or divicmds m your taz return For real ease ttarvaCions, hem 2 does not apply. For mortgage -;crest paid, the aquisilion or et>afldorailent of sec>ed property, rarlcellatl0n of debt. cxnribraiors to an ¢Wtvidual retirefnMt amngemem =1.). and generalty I'rayrrlNlLS ether ttrart iaerG end dividends, you roe not tequred to sign the Certification. txE you rmstt provide ybta comeC '.~. (nfso see hart III instru<.7ons on page 2) sere I Sidnatrrre a~ J:. 09 N, ~.., Oate - / //6 /~Jk ~'on re/errnces are to the lmerrtal ' =event+a Code. ?tapox of Form.-A pelwn wta is 3gt9red to (rte en 4donnation return with ie IRS rtxaf get your correC TIN to report ~e paid to you, real estate 'artisac5orss, mortgage interest you paid, acgtdvtion or abandonment of secured 'cpertyr, cancellation or debt, or _ vitxrtioris you made to an IRA. Use -ann W-9 to give your correct TIN to the nester (the person requesting your 71N) 4, whin applicable. (1) to certihj the TIN u are giving is correct (or you are waiting ~cr a number to be 'saved). (2) to certify ou are not wbject to backup withholding, (~) to claim exemption from backup +rhdding it you are an exempt payee. "'"^9 your correct TIN and mzking the acProPnate ce: ;ifications will prevent sin payments from being subject to ckup withholding. Note: 1/ a regw_srer gives you a loan other ra^ a W-S to request your TIN, you must the requesters loan it rr is suosranria/ty ~Vr to thrs Form W-9. What Is Backup Withhoiding7-^rersons certain payments to you must d and pay to the IRS 31 % of such paymbo{s under certain conditions. This is called `baddlP wilhhddng.' Payments fret could be wbjed to badalp wiLhhGdurg include interest dividends, broker and barter esc'wrge ttarssaGiors. rents, royalties, noirempbyee pay, and ce: sin payments from fishing boat operators Heal estate Dansactiore are clot subject to backup withltd6ng. tt you give ttre requester your coned TIN, make the proper cartifiratiors, and report an your taxable ertces't and dividends on your tax rearm, your payments win not be subject to badap wiGhnolding. Payments you receive wnl be sucjr_: to backup withhokfrcg il: 1. You tlo not famish your TIN to the requester, or 2 The IRS tells the requester that you famished an inramect TIN, or 3. The IRS tills you that you are subject to backup withholding because you dd not repor, all your interest and dividends on your tax return (for reportable interest and Cmtlends Doty), or 4. You do not certify to me requester that you are no[ wbject to backup wihholding under 3 above (for reportable interest and drvidmd amlutts opened after 1983 oray~, or . 5. You do not certify ywr TIN. See the Part III tru'trilctiors for ~itlbns.'=. -' Certain payees and paytrrertts are ... ... exempt from badatp aiittrhddittg and infomtationteportirrg. See the Pan U YISbUCDOM1S and the Separate 41StrtlCttDrtS for the Regttesier of Form WA. How To Gat eTIN.-If you do rat have a TIN, appy for one immedately. 7o apply. get Form SSS, Appnra5an for a Social Seauity Number Cafd (ftlf indMdWlsj, horn your local office of the Soda) Seauily Aoministration, or Form SS-4r gpPGCation for FJrtployer Identification tVumber (tor businesses and an other entities), tram your oral IRS office. It you do not have a TIN, write 'Applied For in the space for the TIN in Part 1, sign and date the forth, and give it fp the requester. Generally, you win then have 80 days to get a TN and give 8 to the requester. It the requester does not receive your TIN within 60 days badaP withttGding, if appfica:tk, witi begin and continue until you famish you TIN: _ 17 F°rm W-g f~'• 7.9q ACORD CERTIFtGJA'~E"t~~ LIABfLiT .: . :_ "- DATE IMMAM/YYI Y tN~~1RANGE 0l/13/9s .. ,:_: EooucER ~-~ ~-~~ ~~~ THIS CERTIFICATE IS ISSUED AS A MATTEA OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR PdrdgOri II1SUranCe Serv1Ce Inc. - ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P . 0. BOX 921966 COMPANIES AFFORDING COVERAGE 3200 Pointe Pkwy. Ste. 300 coMPANY Norcross, GA 30092 A NORTHLAND INSURANCE COMPANY ISURED COMpµY Eagle Tank Technology and B HANOVER INSURANCE COMPANIES Renovation Corp. coMPANY P.O. Box 26280 ~ Jacksonville, FL 32226 COMPANY D :O~EAAGES .. - , THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWRHSTANDING ANY REQUIREMENT, TERM OR CONDRION OF ANV 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 CONDRIONS OF SUCH POLICIES. LIMBS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 'O TR TYPE OF RISURANCE POLICY NVMSER POVCT EFFECTIVE DATE pIMIDDM'1 POLICY E%PIMTION DATE IMMAMM'1 VMRS GEN ERAL VABIVTY GENFAAL AGGFtEGATE~ f2 OOO OOO X COMMEIICIALGENEIULLIABILITY PRODUCTS-COMPAOPAGG il,000,OOO CWM$MADE X^OCCVR PEASONALB ADV INJURY fl, OOO, OOO A X OWNFA'SSCONTRACTOR'SPROT KA970082 09/15/97 09/15/98 FACNOCCURRENCE fl, 000, 000 X Contractual FIRE DAMAGEIArryPmGrel f 50, 000 MED EXP IAny ar DSrforJ f 5, OOO AUTOMOMLE DAMLITY ANY AUTO COMBINED SINGLE l1MIT f l / 000 , 00 0 X All OWNED AUTOS BODILY INJURY S $CNEWLED AUTOS IPV OufarU B~ XIHIREDAUTOS ADA 5086738 O1 08/15/97 08/15/98 0001LYINJURY X NON~OWNED AUTD$ IPer fccCenD 3 UNINSURED MOT PROPERTY pAMAGE ~ f I 4 O r O O O ;~pA~INMLfn AUi00NLY-EA ACCIDENT 3 ANY AVTO OTHER THAN AUTO ONLY: I- -I I I EACH ACCIDEM S I - I AGGREWTE S I EXCESS VAMIfTY I EACH OCCURRENCE f UMBRVIA FORM AGGREGATE f OTHER THAN UMBR0.IA FORM 3 WC STATU- OTN- WORKERS COMPENSATNNJ AND T RY IMrt EMPLOYERS' DAMVTY 0. EACN ALCIDFM f THE PROPRIETORI INCL 0.DISEASE-POLICY VMR f PAl1TNEA5R%ECUTIVE OFFICERS ARE: E%CL 0.DISEASE-EA EMPLOYEE t OTNER DESCMPiION OF OPEMTIONSROCATIONSNE WClFSATPECULL REMS CERTIFICATE HOIrDER ZS NAMED AS ADDITIONAL INSURED WITH RESFECT TO GL. CERTIFICATE HOLDER iir~,.%i%/rru,%,'"~i~2c iir/'/ii;'yi,'%,~„',''/,',.rid";i~CANCEiLA'f1C~ i//~///`/row ,'i./~~/rF-'.//r%"~%i;%,,,,, ~~ir, SNWiD ANY OF TIE ABOVE DESCRIEED iTJVCIFS BE CANCELLED BEFORE THE CITY OF ATLANTIC BEACH ExnRATIOrI DATE THEREOF. THE MLIAfG coxPANr wlu ~~~1 MAR 1200 SANDPZ PER LANE 30 p11Y6 WRFTTER NOTICE TO THE CEIRIFICATE NOIOER NAMw TO TIfE IFPI. ATLANTIC BEACH, FL 32233 ALIT TINE I Tr / cr '~ /// I /// / /'/ ///rr // / yr, ... ." ,. '~ APIWA'AGC l1 Mf.1 -~~r~~.~//~~ %~ r.. ~~~~/~/~~~~/rr/6%~ri ~r~4%i ~/~"/~~%~~~~~~~~~.~ "~/~/"~~~~~.~~~////~/~..... fN/IY"'19~:. r I ~ CITY OF ATLANTIC BEACH r~ DOCUMENT REQUIREMENTS CHECKLIST I ~! BID BOND (if requited on this project). I ~ _I ORIGINAL Insurance Certificates (copies, Reroxe's> or facsimiles are UNACCEPTABLE), naming the City of Atlantic Beach as Certificate Holder, showing they have obtained and will continue to carry Workers' Compensation, public and private liability, and I property damage insurance during the life of the contract. Three (3) references from companies or individuals for whom the bidder has completed work or provided a product during the past 12 months, of a comparable size and nature as this project. However, naming I the City of Atlantic Beach as a reference on past projects is UNACCEPTABLE. Proof of Occupational licenses (copies ARE acceptable). Completed Form W-9-Request for Taxpayer Identification ' Number and Certification. ' ~~ Signed copy of Document Requirements Checklist. The above requirements have been noted and are understood by the bidder. ' SIGNED ~~ (Bidder or Agent) ' DATE: ~ ~C ( / ' BID N0. ~ ~ 9~. ~3 ~. --- -, ;~ ~~._ SUBCONTRACTOR LIST THE BIDDER HAS FULLY INVESTIGATED EACH SUBCONTRACTOR LISTED AND HAS IN HIS FILE EVIDENCE EACH SUBCONTRACTOR HAS ENGAGED SUCCESSFULLY IN HIS LINE OF WORK FOR A REASONABLE PERIOD OF TIME, THAT HE MAINTAINS A FULLY EQUIPPED ORGANIZATION CAPABLE, TECHNICALLY AND FINANCIALLY, OF PERFORMING THE WORK REQUIRED, AND THAT HE HAS MADE SIIvIII,AR INSTALLATIONS IN A SATISFACTORY MANNER. TYPE OF WORK NAME ANn ADDRFSS OF SLTF3CONTRACTOR JN ~, 'j33b Q~dgQ ~ [,/lmAU~nn, F~- 3 359 8 SANDBLASTING CC.aSS~~ L'.o?1-~c~f, j ~ STRUCTURAL REPAII2S PAINTING U_.,„ G., ,„,sc lr.C• END OF SECTION BFU-5 EQUIPMENT AND MATERIAL LISTING THE BIDDER WILL FURNISH THE FOLLOWING ITEMS OF EQUIPMENT AND MATERIAL: 1. P~IANUFACTURER ~~"1~~'-~l ~~ SUPPLIER CoA S'fp ~- ~5~~ ~ ~~` Y• ~d~ 2. SAINT MANUFACTURER % NPMf~- n SUPPLIER FIp c ~~ Yco~P~"~" ~op7,N~jS yr ~-~°, r) ~. MANUFACTURER SUPPLIER 4. MANUFACTURER SUPPLIER BFU-4 ~~ ~~. I The undersigned further agrees to forfeit to the Owner, as liquidated damages for each calendar day elapsing between the date established as the date of final completion for the work and the actual date of final completion for the work, the amount of E2l)D.00 per calendar day. Addendum Receipt: Bidders shall acknowledge below the receipt of all addenda, if any, to plans and specifications. ADDENDUM NO. ~ DATED I L ~ ~ `~ ADDENDUM NO. ADDENDUM NO. ADDENDUM NO. DATED DATED DATED G'~C ~ ~t 21: S, cI F aT Signature Title (typed) RESPECTFULLY SUBMITTED: Signature Title CG-Co55375 License Number ~i-y ~P %An,~ ~~~ 3~ 8lA~1vS /(vAJ~~ Street Address T~s~w F~,~ 3zzz-6 City State Zip (9w)7s7~ osa~ Telephone Number (If Corporation, President, Secretary and Treasurer identification.) rPS,eQfn f - f~.anda ~ ~ G/NZ t C:o.z.. C t7/^~Z SEAL (if B///id////is b~~y a Corporation) Attest (_d(i~.v ~~ Attachments: Equipment and Material List Subcontractor List Items as listed m the Documents Requirements Checklist BFU-3 item BID SCHEDULE Estimated Unit Quantity Pric AmountslSl BASE BID ITEMS 1 TANK CLEANING /~ a. INTERIOR LS o 00 7 ~O O b. EXTERIOR LS 6 a o0 0 2 TANK REPAIR a. INTERIOR LS (9 b. EXTERIOR LS (moo oa ~~O 3 TANK SEALING AND PAINTING, LS o~70J0 nn o~700p EXTERIOR 3S O O U SUB-TOTAL (ITEMS 1 - 3) TEN PERCENT (10%) 3 (I O p CONTINGENCY OF SUBTOTAL TOTAL BASE BID (ITEMS 1 - 3) L~~~ ~ 00 PLUS t0%CONTINGENCY) NOTE: It is understood that items in the Bidding Schedule represent all work as described in the Project Manual and the plans, and no additional compensation is due for any work item described, unless it is ageed to in writing that any work item is outside of the described scope of work. Accompanying this Bid is a certified or cashier's check or a bid bond in the amount of 5% made payable to the Owner which maybe forfeited as liquidated damages if, in the event this proposal is accepted, the undersigned fails to execute the Ageement and furnish and pay for the required performance and payment bonds for the Owner within 10 days after acceptance of the Bid; otherwise said certified or cashiers check or bid bond will be returned to the undersigned The undersigned Bidder agees to commence work within 10 days after the date of written Notice to Proceed, and further agees that substantial completion the work shall be within 90 calendar days after written Notice to Proceed. The Bidder agees that this bid shall be good and may not be withdrawn for a period of 90 days after the opening of bids. The Bidder understands that the Owner reserves the right to reject all bids, and to waive informalities in the bid. The Bidder further proposes and agees to commence work under his contract on a date to be specified in a written order of the Owner and shall complete all work thereunder within the time schedule in the Form of Ageement. BFU-2 --y+•. -_ SUBMTI' IN TRIPLICATE BID FORM FOR REPAIR AND PAINTING OF ELEVATED TANK NO. 1 CITY PROJECT NO. 79 - CITY OF ATLANTIC BEACH, FLORIDA SUBMITTED BY: ~Aq/t? Ink/f~^'x-54 ~/~°+~ ~G`Q. Ifo3o lglns,us ~aA ,Ar~$~i, {~~,-~ 3z226 DATE: / ~( ~g The undersigned, as Bidder, hereby declares that the only person or persons interested in the proposal as Principals is, or are, named herein and that no other person that herein mentioned has any interest in this proposal or in the contract to be entered into; that this proposal is made ti~~thout connection with any other person, company, or parties making a bid or proposal; and that it is in all respects fair and in good faith, without collusion or fraud. The Bidder further declares that he has examined the site of the work and informed himself fully in regard to all conditions pertaining to the places where the work is to be done; that he has examined the plans and specifications for the work and contractual documents relative thereto, and has read all special provisions famished prior to the opening of bids, that he has satisfied himself relative to the work to be performed. The Bidder proposes and agrees, if this proposal is accepted, to contract with the City of Atlantic Beach, Florida in the form contract specified, to furnish all necessary materials, equipment, machinery tools, apparatus, means of transportation and labor necessary to complete the contract in full and complete in accordance with the shown, noted, described, and reasonable intended requirements of the plans and specifications and contract documents to the fitll satisfaction on ;'_' the contract with the City of Atlantic Beach, Florida, with a defir~te understanding that no money will be allowed for extra work except as set forth in the attached general conditions and contract documents, as follows: ~` A. Bid Schedule ~rr - Bidders must submit a bid price on each item as described below. Only one (1) contract will be awarded. All entries on the proposal must be typewritten or printed clearly and in ink. Bidders must insert extended total item prices computed from quantities and unit prices. In case of errors in extensions, unit prices will govern. ~,-~ . ~~ BFU-1 BID SCHEDULE Item Estimated Unit Quantity Price Amounts(Sl BASE BID ITEMS 1 TANK CLEANING ~ a. INTERIOR LS o 00 00 O b. EXTERIOR LS 6 0 00 0 0 2 TANK REPAIR a. INTERIOR LS (~ b. EXTERIOR LS ~ o Oo ~ o 3 TANK SEALING AND PAINTING, S °~7 0 0 0 ~7 o U p EXTERIOR L 3S O O U SUB-TOTAL (ITEMS 1 - 3) TEN PERCENT (10°h) 3 ~ O O CONTINGENCY OF SUBTOTAL TOTAL BASE BID (ITEMS 1 -3) Lf~~ ~OQ PLUS 10% CONTINGENCY NOTE: It is understood that items in the Bidding Schedule represent all work as described in the Project Manual and the plans, and no additional compensation is due for any work item described, unless it is agreed to in writine that any work item is outside of the described scope of work v Accompanying this Bid is a certified or cashier's check or a bid bond in the amount of 5% made payable to the Owner which may be forfeited as liquidated damages if, in the event this proposal is accepted, the undersigned fails to execute the Agreement and famish and pay for the required performance and payment bonds for the Owner within 10 days afrer acceptance of the Bid; otherwise said certified or cashier's check or bid bond will be returned to the undersigned. The undersigned Bidder agrees to commence work within 10 days after the date of written Notice to Proceed, and further agrees that substantial completion the work shall be within 90 calendar days afrer written Notice to Proceed. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of 90 days after the opening of bids. The Bidder understands that the Owner reserves the tight to reject all bids, and to waive informalities in the bid. The Bidder further proposes and agrees to commence work under his contract on a date to be specified in a written order of the Owner and shall complete all work thereunder within the time schedule in the Form of Agreement. BFU-2 SUBMIT IN TRIPLICATE BID FORM FOR REPAIR AND PAINTING OF ELEVATED TANK NO. 1 CITY PROJECT NO. 79 98-13 CITY OF ATLANTIC BEACH, FLORIDA SUBMITTED BY: ~ioq/Q Ink /fc~,"'fin(-`14 7/tf~'°~'.lr"'GQ, //030 ~lnS,us +~A J. ~1 .,~5,~„~,,,[~ , ~L-, ~, 3ZZ 26 DATE: / 1 1 I g The undersigned, as Bidder, hereby declazes that the only person or persons interested in the proposal as Principals is, or are, named herein and that no other person that herein mentioned has any interest in this proposal or in the contract to be entered into; that this proposal is made without connection with any other person, company, or parties making a bid or proposal; and that it is in all respects fair and in good faith, without collusion or fraud. The Bidder further declares that he has examined the site of the work and informed himself fully in regard to all conditions pertaining to the places where the work is to be done; that be has examined the plans and specifications for the work and contractual documents relative thereto, and has read all special provisions famished prior to the opening of bids, that he has satisfied himself relative to the work to be performed. ~ The Bidder proposes and agrees, if this proposal is accepted, to contract with the City of Atlantic Beach, Florida in the form contract specified, to furnish all necessary materials, equipment, ' machinery tools, apparatus, means of transportation and labor necessary to complete the contract - in full and complete in accordance with the shown, noted, described, and reasonable intended '> requirements of the plans and specifications and contract documents to the full satisfaction on ~ the contract with the City of Atlantic Beach, Florida, with a definite understanding that no money will be allowed for extra work except as set forth in the attached general conditions and ` contract documents, as follows: `_'_-.: ,is "" A. Bid Schedule :.~' ' ~`~~ ~~ Bidders must submit a bid price on each item as described below. Only one (1) contract will be awarded. All entries on the proposal must be typewritten or printed clearly and in J ink. Bidders must inset: extended total item prices computed from quantities and unit l-: t<` prices. In case of ertors in extensions, unit prices will govern. >-s>: BFU-1 DOCUMENTS F.OI tiRF.D TO BE SUBMITTED IN BID PA ACIE AT BID OP ~rr~rO 1. Three (3) copies of Bid Forms and required documents. 2. Bid bond in the amount of 5% of the bid. 3. O T IN T Insurance Certificates (copies, Xeroxes, and facsimiles are A .PT Ri.F.), naming the City of Atlantic Beach as Certificate Holder, showing the bidder has obtained and will continue to carry Workers' Compensation, public and private liability, and property damage insurance during the life of the contract. 4. Three (3) references from companies or individuals for whom the bidder has completed work during the past 12 months, of a comparable size and nature as this project. However, naming the City of Atlantic Beach as a reference on past completed projects is 1NA PT 5. Proof of Contractor's License(s). (Copies ~ acceptable) 6. Completed Form W-9-Request for Taxpayer Identification Number and Certification. 7. Signed copy of Documents Requirements Checklist, included as part of the Instructions to Bidders. A Performance and Payment Bond will be required of the successful bidder. Bid prices must remain valid for ninety (90) days after the public opening of the bids. Goods and services proposed shall meet all requirements of the Ordinances of the City of Atlantic Beach. The City of Atlantic Beach reserves the right to reject any or all bids or parts of bids, waive informalities and technicalities, make award in whole or in part with or without cause, and to make the award in what is deemed to be in the best interest of the City of Atlantic Beach. A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for a period of 36 months from the date of being placed on the convicted vendor list. (Section 287.133(2), FLORIDA STATUTES). Joan LaVake Purchasing Agent ZTB-2 CITY OF o'~tlart~e b"eael - ~foaida, uoo sANOeIeEB LANE -- ---- ATLANTIC BEACH, FLORIDA J2rJ31781 TELEPHONE (900) 7A7-Sg3i ~~ eAx I9o0) zrr-saaJ CITY OF ATLANTIC BEACH, FLORIDA INVITATION TO BID BID NO.9798-13 Notice is hereby given that the City of Atlantic Beach, Florida, will receive sealed bids, submitted in TRIPLICATE, at the Office of the Purchasing Agent, Public Works Department, 1200 Sandpiper Lane, Atlantic Beach, Florida, 32233, until 2:30 pm, Wednesday January 21, 1998, for Repair and Painting of Elevated Water Tank No. 1. Thereafter, at 3:00 PM, the bids will be opened in the City Hall Commission Chambers, 800 Seminole Road. Bids shall be enclosed in an envelope endorsed "BID NO.9798- 13, REPAIR AND PAIN'T'ING OF ELEVATED WATER TANK NO. 1, TO BE OPENED AFTER 3:00 PM, WEDNESDAY, JANUARY 21, 1998." The project consists of furnishing all labor, equipment and materials for repairs, cleaning and coating with approved paints of a 100,000 gallon steel elevated water tank at Water Treatment Plant No. 1. All work shall be performed in accordance with the Contract Documents. Project Manual and Contract Documents will be open to public inspection, and bidders may obtain complete sefs of Bidding Documents from the Office of the Purchasing Agent, 1200 Sandpiper Lane, Atlantic Beach, Florida, 32233, upon payment of $10.00 per set, checks payable to the City of Atlantic Beach. Payment amount is non-refundable. Partial sets of Bidding Documents will not be available. Documents will not be shipped until payment is received. A MANDATORY Pre-Bid Meeting will be held on Tuesday January 13, 1998, at the Atlantic Beach Public Works office at 1200 Sandpiper Lane, at 2:00 pm. At that time any Bidder may ask questions concerning the project. Prior to the meeting, all questions shall be directed to the Director of Public Works, 1200 Sandpiper Lane, Atlantic Beach, FL 32233, at Tel. 247-5834. No Bids will be accepted from Bidders who did not attend the Pre-Bid Meeting. Bidding documents may be examined at the City Public Works office at 1200 Sandpiper ]ane, Atlantic Beach, and will be on file at the following local plan room: Dodge Report, 1809 Art Museum Drive, Suite 104, Jacksonville, FL 32207 Tel. (904) 398-1564 ZTB-1 ~~~ CITY OF ~tla.rtic beat! - ~luzida 1200 SANDPIPER LANE -. - __ . _ .... . ____._. _... ATLANTIC BEACH, EI.0RIDA 32233-4381 TELEPHONE (904) 247-5818 ~\ FAX (904)2475819 December 31, 1997 CITY OF ATLANTIC BEACH INVITATION TO BID BID N0. 9798-13 NOTICE is hereby given that the City of Atlantic Beach, Florida, will receive sealed bids, submitted IN TRIPLICATE, at the Office of the Purchasing Agent, 1200 Sandpiper Lane, Atlantic Beach, Florida 32233, until 2:30 PM, Wednesday, January 21, 1998, for REPAIR AND PAINTING OF ELEVATED WATER TANY. N0. 1. Thereafter, at 3:00 PM, the bids will be opened in the City Hall Commission Chambers, 800 Seminole Road. Bid Forms, Specifications, and information regarding the bid may be obtained from the Office of the Purchasing Agent, 1200 Sandpiper Lane, Atlantic Beach, Florida, telephone (904) 247-5818. FLORIDA TIMES-UNION: Please publish one time in LEGAL SECTION on Sunday, January 4, 1998. Submitted by Joan LaVake - 247-5818 ******r~,t*i*,t,t*r***x**x**r*r,~******x*******************,~**********xa*** TO DEPARTMENT HEAD FOR APPROVAL: ~ APPROVED AS TO FORM AND CONTENT: ~/q~,~{j,.;_~~DATE: fcJ -i Y~f+Pt~~ wren RETURNED, APPROVED, FROM DEPARTMENT I olg : ~ ~, OI. oio, I 0 W~NI ~ I. s~l'1! ~'~I ~ QI ~Zi ICI S'~, 0 Sli ~, ; o 0 o 0 l ~Ii , S. SI gIS S;~ i SI QQQQQ I ,o Ny N 1 o ~ lo N~ ; ~ ti •• ~ m N1 KK 'Fi ~ ~ d NN i IM q x1H H' f~ :4) f ' /1 ~fll ' iq ' N iq ~ pl t = W Y W Y' W W Y> W > W > .W '> 1 1 I3 ~ I '. o g o ! lo o !o o i o' ~ ob , l o. ~ I ~ c ~ l o f io ,, ~ o~ of ' o~o c:o 1 o o"I I ~5 ~ I~ n i vl v •o•~!~~ mI M y ~, ~ d ~ N~ W N W Nq, WW~ N W~ N W ~~O1: W' 2 h > Y' >'> >- Y '> x I , ~' ~ ~ ~ I °~'' I ~ °,' °,' ° , i o $° f ~ oI ~ I ~ ~ g~0', N S' O I SO' ; O, I ~Oi m' H' ~ O' mo O In ' O 1 q! 4n1 M q 7 ' ~ d : I - N , N • N, ~ q~ 41;N f9 N N N I ' (~ ~'I I . YI F j - Wi >, WIW >i> , W- >I WI >' W >~ W > ' ` i iQ 1, ~ , L ~ I Q Q W i l a l l ' ' ' I i ~ ; ~ i ~' o , o ~ Q LL~Z' ni N ~ OI=. I x~ . x; . x Z'~; ~,~. 2:W. r a a' o'g Q,W ~ ' ' 'p ~ r ' a ~ K~W^ IW ~IN ~' I J: ~, 'J 'C7I ' I> ~ ' ' I € ~~', 1 2, ip i o u, w Z Via' W Imo ~? ' ', I s m p F , I~ ~ hi Ei ~i I I < ~U, V ' ~ LL ~~ ~ ~ LL~E i . ~,,, n Z ~, K z h , e ~ ~;, ~ ~ '131 ~ ~ ~ . W p ~ l ~ I ~ ~ Y a ~ p W ~ Y ~ F ~ d . O,C q, d ', W Y ~, Y W p ~ Z 1 - '~rZ;l p lp Im lp ~ l ',~ ~ ^ i~~ ~ y.m E . ~ E. E I v o $ ~'I ~ m'~ ~, ~, I ~l 'Ylf iN' ~I .p O p ' ~ z X a Im y~ 'y5 ~: Z.~yl 1=:. ~ ' f ~ ~ '. r £ 1~ ~ ~,r.p 1 I 1 ~ ~ I ~ ~ ,m m m ~ ~ o N~ ed ri j ~a i ' Ii? . i a~m'o p ui~u:I~ a~ ~ ~ ~ Ii a° ~/ F ~-zG-48 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA TI'EM: Recommendation of Award to Eagle Tank Technology and Renovation Corporation, for the Repair and Painting of Elevated Water Tank No. 1, City Bid No. 9798-13 SUBMTITED BY: Robert S. Kosoy, P.E., Public Works Director ~~~~ DATE: January 21, 1998 BACKGROUND: The project is to repair, clean and paint the interior and exterior of the 100,000 gallon elevated water storage tank located at Water Treatment Plant No. 1 on 11'" Street. Three (3) Bids were received by the Awards Committee on January 21, 1998, for the Repair and Painting of Elevated Water Tank No. 1, City Bid No. 9798-13 ,from the following companies: Bi r• T9tal Cost Plus 10'/. Coutiugeucy Eagle Tank Technology and Renovation Corporation S 41,800 Frank Shelton, T/A Utility Service S 48,950 Worth Contracting, Inc. $ 52,690 Prior to Bid, a Mandatory Pre-Bid Meeting was held and all of the above bidders were afforded the opportunity to ask questions and visit the tank site. Eagle Tank Technology and Renovation Corporation has performed tank painting for Atlantic Beach in the past. RECOMMENDATION: Approve the bid of Eagle Tank Technology and Renovation Corporation, for the Repair and Painting of Elevated Water Tank No. 1, authorize the City Clerk to send notification of award to the bidder, and authorize the City Manager to sign the contract. ATTACHMENTS: Bid Analysis REVIEWED BY CITY AGENDA ITEM NO. 7 7 C L ~ O ro 7 V1 L r.+ L a n O ~ O 7 ~ •Vi CO :! > O ~ U ~ Q t 7 6 m 0 O 00 O O O O 8 O 0 00 S O 0 pO _ O 0_ O O 0 O 0 N Ol N A 1'1 ~ t~l t7 N M N Y QO Q O O Q tp g o 00 0 S 0 o S S O o o S 0 a 0 S _ o 0o ~ S S8 0 0 0 0 0 0 0 nN ao ~ ~ n n N N L ~ ~ N 10 O M tm t0 h 10 ^ M 1D M 10 th < N O t0 O U N ~ o0 oo O m N ~ /~ VJ x J ~^ V Em vm m m ~ vb o m=' J E "c Ea Q ui c ep ~c ~o m C: ° w Z ~ c . i w - e q c m O m e w e; o i ~ n ~ H ~„ :° < o. c.. Em ; mm mm Q o ` V m 3 m mm of e m m c Uc ~E g5 ~ iu om ~ o a °° ~ °u w o °o C m cE m W ~ ~ c O rn c WmcS `mm Emc m.. ~O mo o m m~•lm,mo(7 mm oo z ~ `mom 'Z ~ m a hJ OLUC eO 00 ` Z W O i~ °c t u e c wa °m va E>w; ee~L•o c ~a YE w LL ~ O K t~ E 3 °c we sm3 < U mo Z = ~ > ~ t c5e° vi ~ EU N n~ a @@ S aw ? rn o =c L_L ' . ° m •~ BPD y ~ J 'c o ~t 1 ~ n o m _ m N Q 1 q°u ~ p ~~ DOS S o ~ Oi n W m aQ `t~ .. Fm K 2 ~ C J~ W W x W ~ ~ ~ O a ~~ ~ C U o t - rc o ~ p n e f u J O o > -~, .w ~y~ D) ~ r b [ w O Y 0 L K W Y =' y c m e ~~ ~ > C Y m~ A C l ~ Y u . O C O O ~ t C O Y m U U~ O. ~ U C O O C a m =+mc > b'mew wlOiUn ~v 6~ w C m c 2 K U tm m ~E Q m o _ ev ab o noa m wZZ w f/1 <N W b ' ~ b ~v° ~o ~~ rn C ° W vc O L N Y O O d Z fi Z O LL N N =0 t p T c a W c m._ e s p L m 9 V w e- cc~cw 9 t a N a e J m Ea m $ cc E i ~ e v i mm Sa W Z °i~cc Ol J COC T T~ 0 0 W T V 9 t V U'~UUUUU CC ~~ ~ 6 ~ W ~ O O m 0 .. U< ~ m O U Ui U ~ x m d W m e ~ r O Z W N ~ U N O O t G < ~ O Z Yo $m W Z•9 YD `mC l < J o N ~ ~ ~`00 om > m$m° o c e e ooU ~- i °c W ~ O =om oT LLI c U mein m p a p Y C ~ != i~ e Y Y U _ n N •~ v, m U o~m m' g nt o N o;w«c a n„ EuZ' U N o 3 U < < b ` C t n ` E < om ~ m c~<N E ° •o e c Cc; ~ E P ~ ~ u LL U n U emv Ua J y w V ^ e ri v ui T .c mE o a N a~ - E L' y O e O W~ W W .o W ° ~ ° W W = o mp J? ~ C W C J~ N m- O C O W J W J J m J J - . y J m O e J vj O m ~ UNQ_. ~ N~ A$ o> b ~ O O o O O O° m~ O yOj • • yOj ; C EyE w W W W e Unt~ _ e e Oc O 2 Z Z O = V N U U .b. U .... tt N N N N F - N ( m N N TIM TOWNSEN CITY OF ATLANTIC BEACH December 5, 1997 300 SEMINOLE RD. Ref.No.: QED00809.99A ATLANTIC BEACH, FL USA 32233 Page: 10 RD6905 1999 Front Rear Description Wt Wt List DEALER INFORMATION MANUALS, PEDIGREED PROTECTION PLAN TECH. SERVICE MANUAL PROVIDED INSTALL GALBREATH ROLLOFF HOIST WITH FULL 17388.00 STEEL FENDERS,ZNSIDE AZR CONTROLS,BUMPER WITH RECESSED LIGHTS,DIRECT MOUNT PUMP, PAINTED BLACK. INSTALL FIRE EXT. 35.00 INSTALL TRIANGLE KIT. 28.00 STANDARD SHIPPING INSTRUCTIONS PERFORMANCF./GRAPHICS/TECH DATA AMBIENT TEMPERATURE, 77F (25.OC) BACK OF CAB INTERFERENCES, VERTICAL EXHAUST, 4.5" (114mm) FROM BACK OF CAB TIM TOWNSEN CITY 300 SEMINOLE RD. ATLANTIC BEACH, OF ATLANTIC BEACH FL USA 32233 Description HAND CONTROL VALVE FOR REAR SERVICE BRAKES SPRING BRAKE INVERSION VALVE. . MANUAL DRAIN VALVE LANYARD, CONTROL ON SUPPLY (WET) TANK ELECTRICAL BACK-UP ALARM, POLLAK 41-722 CONSTANT . AUDIBLE (MOUNTED ON REAR CROSS MEMBER) BATTERY BOX(ES), (2) STEEL BASE BATTERY BOX COVERS, PAINTED STEEL BATTERY BOX - MOUNTING, SINGLE LH BATTERY . BOX STANDARD LOCATION (DELETES RH BOX) BATTERY DISCONNECT SWITCH (ROTARY CONTROL . W/HANDLE) BODY POWER CABLE. COURTESY LIGHT SWITCH (HEADLAMP AND CLEARANCE) WITHOUT DAYTIME RUNNING LIGHTS. . ELECTRIC CIRCUIT PROTECTION PACKAGE, 12 VOLT W/CIRCUIT BREAKERS (HEADLAMP CIRCUIT: SAE TYPE I; ALL OTHER CIRCUITS SAE TYPE IZ) NEGATIVE GROUND SYSTEM ELECTRICAL CONNECTIONS WATERPROOF (SPRAYED. WITH "GLYPTOL" OR EQUAL) ELECTRICAL SYSTEM - 12 VOLT HEADLIGHTS, SINGLE RECTANGULAR HALOGEN LAMPS W/LEXAN LENS (REPLACABLE BULBS) REAR LIGHTING, (2) COMBINATION STOP, TAIL DIRECTIONAL AND BACK-UP LIGHTS SIGNAL FLASHER TYPE, TRANSISTORIZED TURN SIGNAL, GROTRONIC 12-44690 TRAILER HOOK-UP LIGHT, SINGLE (1) BACK OF . CAB PAINT PAINT - CAB EXTERIOR, SINGLE COLOR MACK WHITE (HIGH GLOSS) PAINT - CAB, URETHANE CLEAR COAT. . PAINT - CHASSIS RUNNING GEAR, MACK SLACK (URETHANE) PAINT - FRONT SPOKE YiHEELS, SAME AS CHASSIS RUNNING GEAR PAINT - REAR SPOKE WHEELS, SAME AS CHASSIS RUNNING GEAR FRONT RIMS PRE-FINISHED GRAY REAR RIMS PRE-FINISHED GRAY December 5, 1997 Ref.No.: QED00809.99A Page: 9 RD6905 1999 Front Rear Wt Wt 6 -51 4 List 87.00 N/C 144.00 -201.00 168.00 152.00 -53.00 21.00 69.00 135.00 'IM TOWNSEN CITY OF ATLANTIC BEACH December 5, 1997 100 SEMZNOLE RD. Ref.No.: QED00809.99A 1TLANTIC BEACH, FL USA 32233 Page: 8 RD690S 1999 Front Rear Description Wt Wt List REAR AXLE/EQUIPMENT/TIRES/RATIOS REAR AXLE/SUSPENSION, 50000# (22680kg) MACK 837 7088.00 5501 FABRICATED HOUSING SS501 MACK MULTILEAF (CAMELBACK) 50000# REAR CARRIERS SHOULD BE DOUBLE REDUCTION AND TOP MOUNTED MUST HAVE MULTI LEAF SPRINGS WITH A MINIMUM RATING OF 50,000 LBS. TIRES BRAND/TYPE - REAR, GOODYEAR -. 240 2112.00 TUBELESS RADIAL PLY (8) 12R22.5 16 H G124 UNISTEEL (TRACTION) CARRIER/RATIO - REAR AXLE, MACK MALLEABLE CRDPC112/CRD113 5.02 RATIO WHEELS - REAR, CAST SPOKE (8) 22.5x8.25 N/C (210 mm) RIMS BRAKES - REAR, ROCKWELL HEAVY DUTY "S" CAM 16.5"x7" Q+ BRAKE DRUMS - REAR, CAST INBOARD DUST SHIELDS - REAR BRAKE, OMIT N/C OIL SEALS - REAR, INSTALL SCOTSEAL PLUS 67.00 WHEEL SEALS POWER DIVIDER LOCKOUT W/WARNING LIGHT OR. 50 397.00 BUZZER (INCLUDES IN CAB MANUAL AIR VALVE) RAISED REAR BRAKE CHAMBERS (REAR REAR AXLE ONLY) SLACK ADNSTERS - REAR, HALDEX - AUTOMATIC. N/C SUSPENSION - AXLE SPACING, 55" SPRINGS, ANTI-SWAY SPRING BRAKE CHAMBERS - QUANTITY, (4) DOUBLE DIAPHRAGM TYPE, MECHANICAL SPRING RELEASE, (2) MOUNTED ON EACH AXLE SPRING BRAKE CHAMBERS - VENDOR, ANCHORLOK SPRING BRAKE CHAMBERS, TYPE 30/30 REAR BRONZE TRUNNION BUSHING AZR/BRAKE AIR LINES (CHASSIS), ALL HOSE CHASSIS - 7 8 531.00 FLEX HOSE (WIRE STRAND REINFORCED BRAIDED HOSES) INCLUDES SAE 100R-5 FITTINGS FOR AIR, OIL AND FUEL LINES AIR BRAKE SYSTEM, DUAL AIR DRYER, BRAKEMASTER MODEL 68 (ON-OFF 5 5 100.00 HIGHWAY) WITH HEATED DRAIN VALVE AZR RESERVOIRS, 5961 CUBIC INCH CAPACITY - ONE SUPPLY (WET) TANK AND ONE DUAL COMPARTMENT PRIMARY/SECONDARY TANK ANTI-LOCK BRAKE SYSTEM. N/C BRAKE CONTROL VALVE SYSTEM, SINGLE VALVE SYSTEM 'IM TOWNSEN CITY OF ATLANTIC BEACH December 5, 1997 00 SEMINOLE RD. Ref.No.: QED00809.99A .TLANTIC BEACH, FL USA 32233 Page: 7 RD690S 1999 Front Rear Description Wt Wt List VENTILATION - CAB, COWL - LH, ONE WAY TYPE; UPPER, FRESH AIR INLET FOR HEATER; ROOF, TWn WAY TYPE (ALL VENTS SCREENED) WINDOW CONTROLS, HAND CRANK OPERATION WINDSHIELD WASHERS, ELECTRIC, WIPER MOUNTED W/5 QT (4.7 L) RESERVOIR WINDSHIELD WIPERS, ROBERT BOSCH 2 SPEED 82.00 ELECTRIC MOTOR W/INTERMITTENT FEATURE FRAME EQUIPMENT/FUEL TANKS BUMPER - FRONT, SWEPT BACK CHROME PLATED. 94 -11 836.00 STEEL CHANNEL 117"/2972 mm BBC EXTENDED W/CENTER TOW PIN (12" WIDTH) CROSSMEMBERS, STEEL HULK BOLTED BACK TO BACK BEHIND CAB & INTERMEDIATES CROSSMEMBER (BEHIND REAR AXLE), TWO STEEL -34 104 313.00 CHANNEL HULK BOLTED BACK TO BACK RADIATOR GUARD, PLATE TYPE. 36 -4 93.00 TOWING DEVICE - FRONT, OMIT STANDARD TOW EYES FUEL TANK - LH, 95 GALLON 24" DIAMETER. 55 21 266.00 STEEL FRONT AXLE/EQUIPMENT/TIRES FRONT AXLE, 18000# (8165kg) MACK FAW18. 323 2289.00 (WIDE PIVOT CENTEk) TIRES BRAND/TYPE - FRONT, GOODYEAR - 50 424.00 TUBELESS RADIAL PLY (2) 12R22.5 16 H G286 UNISTEEL (ALL POSITION) WHEELS - FRONT, CAST SPOKE (2) 22.5x8.25. N/C RIMS BRAKES - FRONT, ROCKWELL "S" CAM TYPE 16.5" x 5" Q BRAKE DRUMS - FRONT, CAST INBOARD -2 N/C DUST SHIELDS - FRONT BRAKE, FURNISH 31.00 OIL SEALS - FRONT, INSTALL SCOTSEAL PLUS. 29.00 WHEEL SEALS SHOCK ABSORBERS, FRONT SLACK ADJUSTERS - FRONT, HALDEX - AUTOMATIC N/C SPRINGS - FRONT, MACK TAPERLEAF HD 18000# 30 64.00 (8165kg) GROUND LOAD RATING SPRING CENTERS - 34.5" STEERING, 4925 SHEPPARD INTEGRAL POWER. 43 668.00 (18000# CAP, 20.1:1 RATIO) PIM TOWNSEN CITY 300 SEMINOLE RD. ATLANTIC BEACH, OF ATLANTIC BEACH FL USA 32233 December 5, 1997 Ref.No.: QED00809.99A Page: 6 RD690S 1999 Front Rear Description Wt Wt List INSTRUMENT PANEL, TMC RECOMMENDED TYPE (PAINTED SILVER GRAY) INTERIOR TRIM LEVEL II (SILVER GRAY VINYL) FEATURES: SILVER GRAY OVERHEAD CONSOLE W/LOCATION FOR OPTIONAL RADIO, PADDED VINYL FRONT HEADLINER TRIM PANEL, DOOR TRIM PANELS W/ARMREST PADS (BOTH SIDES) & CARPETED LOWER SECTION, SEATS TRIMMED IN GRAY VINYL, 18" (457 mm) DIAMETER SOFT FEEL TWO SPOKE SLACK STEERING WHEEL, AND WIRING DIAGRAM CHASSIS KEYED AT RANDOM - 2 KEYS LOW AIR PRESSURE INDICATOR LIGHT AND BUZZER MIRRORS - EXTERIOR, WEST COAST, RH & LH BRIGHT FINISH MACK BULLDOG W/STAINLESS STEEL ARMS AND BRACKETS MIRRORS - CONVEX TYPE, BRIGHT FINISH, LH &. 2 38.00 RH 7.5" DIA; MOUNTED TO WEST COAST MIRROR BRACKETS PARKING BRAKE CONTROL W/WARNING LIGHT RADIO PANASONIC AM-FM CASSETTE (NEGATIVE. 8 2 373.00 GROUND) W/AUTO REVERSE, ELECTRONIC TUNING W/SCAN, 12FM/6AM STATION PRESETS, AUTO-PRESET MEMORY, LARGE ROCKER SWITCH CONTROLS, 4-WAY BALANCE (BALANCE ~ FADER), LCD DISPLAY, QUARTZ CLOCK, AND (2) SPEAKERS W/7.5W x 2 MAX POWER OUTPUT RADIO ANTENNA, ROOF MOUNTED - CH STYLE. 2 12.00 5-WAY BINDING POSTS FOR CB REAR WINDOW (FIXED TYPE) CAB (S thru Z) SEAT - DRIVER, BOSTROM TALLADEGA 914. . (HI-BACK) AIR SUSPENSION SEAT - RIDER, MACK FIXED (MID-BACK) NON-SUSPENSION SEAT COVERING, ALL VINYL SEAT BELTS, LAP AND SHOULDER W/LOCKING SEAT BELT RETRACTORS & "KOMFORT LATCH" FOR DRIVER AND RIDER SEATS SIDE MARKERS, LAMPS AND REFLECTORS STARTER SWITCH, KEY TYPE STEERING COLUNL^I, ADJUSTABLE STEERING WHEEL, 18" TWO SPOKE DIAMETER BLACK STORAGE POUCH MOUNTED ON DRIVER'S DOOR. . SUN VISOR - INTERIOR, BOTH SIDES (PADDED BLACK) TURN SIGNALS, FRONT, STANDARD FINISH TURN SIGNAL SWITCH, SIGNAL STAT 915 SERIES. WITH DIMMER SWITCH 1 27.00 N/C N/C 29.00 CI DI TOWNSEN CITY OF ATLANTIC BEACH December S, 1997 300 SEMINOLE RD. Ref.No.: QED00809.99A ATLANTIC BEACH, FL USA 32233 Page: 5 RD690S 1999 Front Rear Description Wt Wt List AIR RESTRICTION MONITOR (INTAKE), GRADUATED LOCK UP (AIR CLEANER INTAKE MOUNTED) ASH TRAY, (1) W/HINGED COVER (LOCATED ON TOP OF CONSOLE) CAB, CA49 CONVENTIONAL (WELDED STEEL GALVANIZED SHELL) INCLUDES MACK RUST PREVENTATIVE PROCEDURES CAB MOUNTING, TRUNNION FRONT, AIR SUSPENDED REAR CAB STEP, RH FRAME MOUNTED CIGAR LIGHTER ON INSTRUMENT PANEL COAT HOOK (1) DISPATCH BOX DOME LIGHT (ONE) HEADLINER MOUNTED W/SELF-CONTAINED SWITCH DOORS, GALVANIZED STEEL (INCLUDES NON-TINTED VENT WINDOW, AND ROLL-UP SIDE WINDOWS) ENGINE SHUTOFF, KEY TYPE FLOOR COVERING, RUBBER MATS W/CLOSED CELL VINYL NZTRILE FOAM BACKING GAUGE, AZR PRESSURE GAUGE, VOLTMETER GAUGE, ENGINE COOLANT TEMPERATURE GAUGE, ENGINE OIL PRESSURE GAUGE, FUEL LEVEL GAUGES, ENGLISH DISPLAY GAUGE, SPEEDOMETER W/TRIP ODOMETER_ . (ELECTRONIC 1% ACCURACY) GAUGE, ENGINE TACHOMETER (ELECTRONIC WITH HOURMETER) GLASS - CAB WINDOW, SAFETY TINTED WINDSHIELD, SIDE AND REAR WINDOWS GRAB HANDLES, STAINLESS STEEL, RH & LH, BEHIND DOOR GRILLE, BRIGHT FINISH, STAINLESS STEEL. . CAB (H thru R) HIGH BEAM INDICATOR LIGHT HOOD AND FENDERS, FIBERGLASS HOOD W/FRAME MTD FENDER SPLASH SHIELD SECTION (ONE PIECE MOLDED INCLUDING FENDER EXTENSIONS FROM THERMO PLASTIC OLEFIN MATERIAL, TILTS FORWARD 75 DEGREES) HOOD LATCHES, BRIGHT FINISH . HOP.N - AIR, (2) MACK RECTANGULAR SINGLE . TRUMPET (ONE EACH SIDE OF CAB ROOF) HOP.N - ELECTRIC, SINGLE TONE IDENTIFICATION/CLEARANCE LIGHTS, (5) GROTE PREMIUM BRIGHT FINISH LAMPS 8 N/C N/C 50.00 N/C 55.00 89.00 49.00 'IM TOWNSEN CITY OF i00 SEMINOLE RD. ,TLANTIC BEACH, FL ATLANTIC BEACH USA 32233 Description ENGINE EQUIPMENT AIR COMFRESSOR, BENDIX TF550 13.2 CFM (6.3. L/s) WITH AIR GOVERNOR MOUNTED ON FIREWALL AIR CLEANER, 13" (330 mm) DIAMETER EXTERNAL COWL MOUNTED SINGLE ELEMENT DRY TYPE ALTERNATOR, DELCO 12V lOSA (30SI) . BATTERIES, (2) CHAMPION PC-31 (GNB) 12V M/F GROUP 31 925/1850 CCA THREADED STUD-TYPE COOLANT CONDITIONER, SPIN-ON COOLANT PROTECTION TO -10 DEGREES FAHRENHEIT (-23 DEGREES CELSIUS) COOLING PERFORMANCE, STANDARD COOLING PERFORMANCE ENGINE BRAKE, JACOBS, J-TECH. . ENGINE HOSES AND TUBING, SILICONE (DOES NOT INCLUDE HEATER & RADIATOR HOSES) EXHAUST, SINGLE VERTICAL W/HEAT SHIELD FOR MUFFLER SINGLE, BRIGHT FINISH MUFFLER HEAT SHIELD . AND STACK EXHAUST PIPE CONNECTIONS, FLEX PIPE POLY-V FAN BELT WITH AUTOMATIC TENSIONER. . FAN DRIVE, EATON VISCOUS FLYWHEEL HOUSING, IRON. . HAND PRIMER PUMP. HOSES - RADIATOR/HEATER, SILICONE INJECTION PUMP - ELECTRONIC ENGINE CONTROL SERVICE INTERVAL - LUBE OIL SYSTEM, ESI W/TWO SPIN ON FULL FLOW OIL FILTERS W/CENTRI-MAX CENTRIFUGAL OIL FILTER, AND 16000 MILE SERVICE INTERVAL STARTER, 12 VOLT DELCO 42MT TYPE 400 ELECTRIC CLUTCH/TRANS EQUIPMENT/DRZVELINES TRANSMISSION MOUNTS, OIL RESISTANT. . DELETE NEUTRAL CONTROL. . PTO SIDE GEARS, LH AND RH DRZVELINE - MAIN, SPICER (DANA) 1760. . W/COATED SPLINES DRIVELINE - INTERAXLE, SPICER (DANA) 1710 HD W/COATED SPLINES CAB fA thru G) MACK (RED DOT) INTEGRAL W/HEATER (COMBO HEATER/AIR CONDITIONER UNIT) W/R134a REFRIGERANT December 5, 1997 Ref.No.: QED00809.99A Page: 4 RD690S 1999 Front Rear Wt Wt List N/C 11 221.00 -40 -8 -46.00 86 4 2482.00 65.00 N/C 42 6 50.00 N/C 15.00 -2 -104.00 1 2 40.00 N/C CIM TOWNSEN CITY OF ATLANTIC BEACH 300 SEMINOLE RD. ATLANTIC BEACH, FL USA 32233 December 5, 1997 Ref.No.: QED00809.99A Page: 3 RD690S 1999 Description MPH SENSOR SETTINGS, E-TECH: MPH SENSOR INACTIVE FAULT DETECTOR Furnish MPH SENSOR INACTIVE POWER LIMITING Furnish MPH SENSOR ELECTRONIC FAULT PWR LIMITINFurnish MPH SENSOR INACTIVE FAULT THRESHOLD 40 POWEk LIMIT LEVEL 50 PTO CONTROLS AND SETTINGS, E-TECH: PTO SING LE SPEED CONTROL (SSC) Furn ish PTO SSC PARK BRAKE CHECK Omit PTO 2 AS DRIVESHAFT PTO Omit DRIVESHAFT PTO DROPOUT (DPD) Omit 1ST PTO MINIMUM SET SPEED 650 rprn 1ST PTO MAXIMUM SET SPEED 1400 rpm 1ST PTO ENGINE SPEED LIMIT 2100 rpm 1ST PTO MAXIMUM ROAD SPEED 10 mph 1ST PTO SSC SETTING 1400 rpm 2ND PTO MINIMUM SET SPEED 475 rpm 2ND PTO MAXIMUM SET SPEED 2100 rpm 2ND PTO ENGINE SPEED LIMIT 2100 rpm 2ND PTO MAXIMUM ROAD SPEED 10 mph 2ND PTO SSC SETTING 1000 rpm PTO RAMP RATE (rpm/sec) 100 rpm DPD THRESHOLD (rpm/sec) 2000 rpm r'ront xeaz Wt Wt List ENGINE PROTECTION SYSTEM, E-TECH ENGINE SHUTDOWN AND WARNING W/MANUAL OVERRIDE SWITCH: COOLANT LEVEL SHUTDOWN SENSOR Furnish COOLANT TEMPERATURE SHUTDOWN SENSOR Furnish OIL PRESSURE SHUTDOWN SENSOR Furnish COOLANT TEMPERATURE POWER REDUCTION Furnish IDLE SHUTDGWN FEATURES/SETTINGS: IDLE SHUTDOWN TIME SETTING 15 IDLE SHUTDOWN WARMUP TEMPERATURE 80 IDLE SHUTDOWN WARMUP TIME 15 IDLE SHUTDOWN OVERRIDE IF PTO EN GAGE IDLE SHUTDOWN OVERRIDE IF ELECTRONIC HAND THROTTLE ENGAGED IDLE SHUTDOWN OVERRIDE ZF SINGLE SPEED CONTROL (SSC) ENGAGED IDLE SHUTDOWN/OVERRIDE FOR HIGH FUEL VEHICLE DATA LOG - "DATAMAX", VEHICLE OVERSPEED - FUELED i'EHICLE OVERSPEED - ALL CONDITIONS ENGINE OVERSPEED - SEVERE ENGINE OVERSPEED - COMPANY LIMIT IDLE LOGGING DELAY SYSTEM VOLTAGE SETTINGS, E-TECH: BATTERY LOW VOLTAGE THRESHOLD ALTERNATOR LOW VOLTAGE THRESHOLD ALTERNATOR HIGH VOLTAGE THRESHOLD min F° min D Furnish Furnish Furnish Omit 65 mph 70 mph 2150 rpm 2500 rpm 0 min TIM TOWNSEN CITY OF ATLANTIC BEACH December 5, 1997 800 SEMINOLE RD. Ref.No.: QED00809.99A ATLANTIC BEACH, FL USA 32233 Page: 2 RD690S 1999 Front Rear Description Wt Wt List FRAME REINFORCEMENT - INSIDE, 1/4" STEEL. 174 591 1108.00 CHANNEL USED WITH 255" WB & 300" LP ENGINE/TRANSMISSION/CLUTCH ENGINE, MACK EM7-300-E-TECH 300 HP @1750. N/C RPM (50 STATE/CANADA) ENGINE MUST BE A MINIMUM OF 12 LITERS AND 728 CU.IN. IT MUST ALSO BE AN ELECTRONICALLY CONTROLLED ENGINE TORQUE RATING OF 1425 FT LBS AT 1020 RPM TRANSMISSION, 7 SPEED MANUAL MACK T2070 42 11 324.00 (14.16/0.60) MUST HAVE A MINIMUM TORQUE RATING OF 1700 FT.LBS.AND HAVE TRIPLE COUNTER SHAFT WITH MULTIPLE P.T.O. OPENINGS CLUTCH, MANUAL ADJUSTING SPICER CL7981. 4 81.00 15.5" TWO-PLATE CERAMIC (192 sq in, 1650 #ft) WITH COAXIAL SPRING DAMPENED DISC AND 2.0" DIAMETER SPLINE AND SIX CERAt4IC BUTTONS PER DISC FACE ENGINE ELECTRONICS VEHICLE SPEED SETTINGS, E-TECH: ROAD SPEED LIMIT (RSL) 70 mph LOWER GEAR ROAD SPEED LIMIT (LGRSL ) 65 mph LOW IDLE SPEED (SERVICE TOOL) 650 rpm LOWER GEAR ROAD LIMIT TRANS RATIO 0.60 LOWER GEAR ROAD SPEED LIMIT Omit SET/RESUME SWITCH FAULT Enable E-TECH CRUISE CONTROL: MAXIMUM CRUISE CONTROL SPEED 70 mph MINIMUM CRUISE CONTROL SPEED 35 mph CRUISE BUTTON BONUS Disable ENGINE BRAKE DELAY IN CRUISE. N/C GOVERNUR: GOVERNOR TYPE Min-Max DRIVER CONTRL'D LOW IDLE SPEED ADJUST Omit HIGH IDLE (max no load) RPM 2100 rpm ENGINE OVERSPEED FAULT THRESHOLD 2350 rpm HAND THROTTLE CONTROL, E-TECH ELECTRONIC (EHT): EHT MAXIMUM ROAD SPEED 10 mph EHT ENGINE SPEED LIMIT 2100 rpm EHT MAXIMUM SET SPEED 2100 rpm EHT MINIMUM SET SPEED 475 rpm EHT SINGLE SPEED CONTROL Furnish EHT SINGLE SPEED CONTROL SETTING 625 rpm EHT RAMP RATE (rpm/second) 100 rpm JACKSONVILLE MACK TRUCKS, INC. 1986 West Beaver Street Jacksonville, Florida 32209 (904) 354-3721 Customer: TIM TOWNSEN CITY OF ATLANTIC BEACH Model 800 SEMINOLE RD. Total ATLANTIC BEACH, FL USA 32233 Fax: December MACKTRAQ Ref.No.: Page: 1999 MAC Quantity: 5, 1997 Level: 99A QED00809.99A 1 C RD690S 1 Salesperson: HERB SWANSTROM Front Rear Description Wt Wt List ORDER/CUSTOMER/VEHICLE INFORMATION INITIAL kEGISTRATION LOCATION, UNITED STATES FLORIDA TYPE OF SERVICE, MUNICIPAL VEHICLE APPLICATION CLASS, VOCATIONAL CLASS "C" - Unlimited operation on concrete, asphalt, or maintained gravel/packed dirt with a maximum 3°s grade; limited operation on unmaintained surfaces with maximum 5°s grade; limited operation on concrete, asphalt, or maintained gravel/packed dirt with maximum 10% grade. (3 AXLES) 78000# MAX GVW. (4 AXLES) 80000# MAX GVW. CARRIER APPLICATION, WITH CRD92-93 (except 3.65 rear axle ratio) or CRD112-113 Unlimited miles on max 3% grade paved roads (max 9°s miles on max 8% grade or max 1°s on max 12% grade), max 32% miles on max %3 grade maintained gravel/packed dirt roads (max 8°s miles on max 8°s grade or max 1.5% on max 12% grade), & max Sa miles on max 5% grade off road. 80000# (36287 kg) MAX GCW. (77000# (34927 kg) MAX GCW w/6.06 ratio.) (Carrier Code 4) VEHICLE TYPE, STRAIGHT TRiJCK WITHOUT TRAILER VEHICLE USE & BODY/TP.AILER TYPE, PLATFORM . . On/Off Hwy COMMODITIES, UNKNOWN BVS/WHEELBASE/PLATFORM CHASSIS (BASE MODEL), RD600S 6-WHEEL TRUCK 8315 7370 100782.00 FRAME RAILS, 10.625" x 3.25" x .3125" (270 x 83 x 8mm ) STEEL Combined rating w/inside channel reinforcement Section Modulus 23.60 cu in/RBM 2,600,000 in lbs per rail. WHEELBASE, 255" (6477 mm) WB 176" CA (4470 223 21 470.00 mm) PLATFORM, 300" LP (7620 mm) 124" AF (3150 -82 293 233.00 mm) USED WITH 255" WB Customer: JACKSONVILLE MACK TRUCKS, INC. CITY OF ATLANTIC BEACH 800 SEMTNOLE RD. ATLANTIC BEACH 1986 West Beaver Street ® 32233 Jacksonville Florida Total Quantity: 1 32209 (904) 354-3721 Salesperson: HERB SWANSTROhi FI, ttererencea: t1tilxKtevyvyw uecemoer ~, rrir MAJOR COMPONENTS Wheelbase 255 in Engine MACK EM7-300-E-TECH Platform 300 in Transmission T2070 GVWRaling 64,4001E Front Axle 18,000JFFAWIB Rear Axle 50,000tk 5501 5.02 Ratio Clutch SPICER CL7981 Suspension 50,000# SS501 Cab CA49 Front Tires GOODYEAR 12R22.5 Front Wheels 22.5x8.25 CAST SPOKE LH Fuel Tank 95 gal Rear Tires GOODYEAR 12R22.5 Rear Wheels 22.5x8.25 CAST SPOKE Geared Rd Spd 72 mph Vehicle Type STRAIGHT TRUCK WITHOUT TRAILER @ 5.02 Rear Axle Ratio Vehicle Use PLATFORM ...... ONOff Hwy Est Total Wt 18,915# PRICING SUMMARY List Price CHASSIS BASE $100,782.00 Factory Options $21,573.00 Freight & Prep for Delivery $1,225.00 Less Additional Factory Rebate TOTAL FACTORY Locally Installed Options Bulldog Protection Plans TOTAL FACTORY & LOCAL Less Customer Discount from List SELLING PRICE (Excluding TaxeslFees/Trade) Less Trade Allowances per New Vehicte QUOTED PRICE OR TRADE DIFFERENCE Net FRET or Canadian GST Taxes Tire Tax Credit (Municipal Only) Sales/Usage Taxes LicenseRtle/Etc Mist Fees not subject to FRET ACQUISITION COST (Intl Trade if applies) Less Down Payment BALANCE DUE Per Unit PRICE (Total Order) n,~/ 1 BALANCE DUFT~~~~I~ECI~~CATIONS MEET ALL REQUIREMENTS FOR THE CITY OF ATLANTIC BEACH.THIS TRUCK WOULD HAVE TO BE ORDER AND IT WOULD BE A 1999 YEAR MODEL TRUCK. OraW t-~'-t' \/ C~i~V~ ~Z//~ ffDeWWed//JJkLLYYrfe •See ynature Date $0.00 $123,580.00 $17,451.00 $0.00 $141,031.00 $51,991.21 $89,039.79 $o.oo $89,039.79 $0.00 $-378.52 $0.00 $0.00 $0.00 $88,661.27 $0.00 $88,661.27 $88,661.27 588,661.27 Customer Sgnature Date HAS YOUR DEALER DISCUSSED THE MACK TRUCKS CUSTOMER SUPPORT SERVICES? 1999 BID N0. 9798-10 - Oi7E (1) NEW 3888 ROLL-ON/ROLL-OFF TRUCK WITH GALBREATH OUTSIDE RAIL 1999 TOTAL PRICE BID FOR ONE (1) t:EW ~~3$8 ROLL-ON/ROLL-UFF TRUCK WITH GALBREATH OUTSIDE RAIL, as specified: 5 88,661.27 Eighty-eight Thousand Six Hundred sixty-one and 27/100 - - - - - (Dollars) SUBtiITTAL: Jacksonville Mack Sales fi Service BIDDER 1986 W. Seaver Street B_,7DER ADDRESS BY Herb Swanstrom a, SI NATURE Jacksonville, FL 32209 CITY, STATE b ZIP CODE DATE: 12/16/97 CONTACT ?ERSON: Herb Swanstrom Sales Representative TITLE (904) 354-3721 BUSINESS TELEPHONE PHONE NUD:BER: (904) 354-3721 ADDRESS OF BIDDER'S SALES A.tiD SERVICE DEALERSHIP: Jacksonville Hack Sales & Service 1986 W. Beaver Street Jacksonville, FL 32209 ~;~- ;.. : _, O 60 GAL SINGLE STAGE O O OIL RESERVOIR TILT CYL. - 178'C.A. CLEAR 51'A.F. 201' C.A. CLEAR 49' A.F. Tilt Frame Magna-Hoist we reserve the rigro to charge Oesgns arW specdlcauons wnhovl note. specifications MODEL-MMH60 T-OR Outside Rails Lift Capacity 60,000 lbs. Container length 22 feeV24 feet Main Rails 10' x 4' x ~/e' Tube Subframe 2' x 3' x'!<' Tube 2'/z' Rear Pivot Pins 7/8' Cable I.C.C. Lighfs and Bumper Pump Capacity 27 G.RM. 1200 rpm Normal Operating Press 2100 psi Lift Cylinder Single Stage 6'/.' x 80' Reeving Cylinder Bore & Stroke 6'/•' x 80' Dumping Angle 50° Oil Reservoir 60 gallon tank Truck Chassis Min. Requirements Back o/Cab to Center of Tandems 178' C.T. or 201' C.T. Frame must be clear o! accessories on Ielt side Inside outside rail available STANDARD FEATURES • Cylinders Interchangeable • Sheaves with Bronze Bushings • Headache Rack • Safety Props (2) • 2 Spool Valve • Sealed Electrical Junction Box • Heavy Duty Light Bumper • Rollers with Bronze Bushings specifications MODEL-MMH75 T-OR !~ Outside Rails Lift Capacity 75,000 lbs. ~ Container Lengih 22 feeV24 feet Main Rails 10' x 4' x ~/e' Tube Subframe 2' x 3' x'/<' Tube 2'/z' Rear Pivot Pins ' 7/8' Cable I.G.C. Lights and Bumper Pump Capacity 27 G.PM. 1200 rpm Normal Operating Press 1950 psi Lift Cylinder Single Stage 7'/a' x 60' Reeving Cylinder Bore 8 Stroke T/.' x 80' Dumping Angle 50° Oil Reservoir 60 gallon tank Truck Chassis Min. Requirements ' Back o/ Cab to Center o/Tandems f78' C.T or 201" C.T. Frame must be clear o/accessories on le/t side i Inside outside rail available STERLING HEIGHTS, MI - (810) 264-3611 FAX (810) 264-3230 MACON. GEORGIA - (912) 788-7373 FAX (912) 781-2643 GALION. OHIO - 1419) 468-2246 FAX (419) 468-5237 OKLAHOMA CITY, OK - (405) 691-6311 FAX (405) 691-4441 DEMOPOLIS. AL - (334) 289.5924 FAX (334) 289-594 Tilt frame host props (21 Large 6G gallon reservoir with cleanout insperhpn cover NOTICE OF ILLEGIBILITY ILLEGIBILITY OF SOME OF THESE DOCUMENTS IS DUE TO THE POOR QUALITY OF THE ORIGINAL. THE FAULT DOES NOT LIE WITH THE CAMERA OR ITS OPERATOR. .~~. ~r--~~ ~i ~ i~ ^i ~~~ i~ ,~~%~I ~M nl0/rwM.On ~n0 ~wp~ Wnph ~L•f.UST 1~// ~::. From ['avtd St±9?mdn PFLJ1= Nn. %1 E%989 [~-.c. 1`-. 1~+~' 2: :9PP~ FL':- PrrPniM M' f)AVFBTFfiFMAN Decembcl 15.1887 I'c•llirlr• ~~arllrrrdl,rn D..enakD ---_--.. RADIO/MISC RADIO MWER BUMLY CQ NOUNTIND V/MID~NIELD VAPER Fl11! EXTINOUIBIIER Fl.AM KR KEYt100DR LOCK WINDBIIELD IYABNER aalnr _ cue nixrr oESioNs CAB PANfT TYPE FlRBT CAB COLOR GMABYi CDIOII BUMPER COLOR 016C NTlELAUM COLOR 6PONE 1V1!l1/1618 COLOR FRONT TfRFS VOLVQ OUAI. MIRROR MDUNTfD CB ANTENNAE WA.EADS POWER AND GROUND CONNECTIONS DASN MOUNTED CE MOLD DOWN PLATE RIGNT HAND ELECTRIC WINDOW CINOLE GLGCTRX: MOTOR, WTERMTTGNT DRV TYPE ABC 6 L0 GP RECMMaEABLE- MOUNTED 1N CAB 3 TRIANGULAR REFIFCTORe MOUNTED W CAB DOOR B K:NITION GAME - UN'WUE PER TRUCK STANDARD RE6ERVORi svicLecaai- - ---- VOLVO LUBTERBHIELD 60LID WHITE 8NJ 43175 BLACK ARGENT SILVER BAV 46491 STEEL-PREPARiTEO WHITE, ALUM-UNPAIItTED COLOR SAME AS CHA8818 TIRE Slg ~ ~ ~- . - - 4~It725 L-3) PLY. iUBELES6 RADIAL FLOATATION TIRE MFRRREAD MICMEUN XZV RIMENAIElLE, PRONT 71S X 13LD MUB PILOTED ACCURIDE BTEEL DISC 335MM BOLT CIRCLE NUBS, FROM 6TEEt VOLVO NUB PKOTED, 266.75MN1 O.C. BRAKE DRUM, FRCM CAST M20N REAR TIRES nRE SIZE ~ -_-- - - t 1R7t.5 O, U PLV TUBELESS RADAL TIRE MFRRRPAO MICHELIN KZE RIMEAVHEELB, REAR 22SX B.a HUB PILO7lD ACCURIDE BTEEL 3fY+IM BOLT gRCLE ND8/, RlAIt BTEEL VOLVO NUB PILOTED. ]BB-13 MM BOLT CIRCLE BRAKE DRUM, REAR CAST EtON PA88 5 d 5 ''r~rn DavI.J Ste }man PFIOhE h10. 561 6869893 Dec. 15 19'='r 2-:~.~. Fi75 Prepared Iy fTAVE STEt3EMA"J DBCemWr 15, 1087 i~l•tt;L-;L .cf~L•L•,~,~ „r;orr VOLVQ aFwAlue CAB INTERIOR ABN TRAY tNOIHF TUNNEL MTD A8H TRAY CAB CLIMATE SYSTEM NR CONDITIONER IMEORAI WRH HEATER WBTRUMRIT PANEI. BURLW000 PAM, RJflRKM SAME AB BABE GB DOLOR BEAT, DRIVER NA710NALOWINMIRl11 D[LUK^_MED BACK BEAT, PA%ENOER COMPANION TOOLBOX R, MEDIUM BACK BEATCWNKIN IN4ERT ALL CLOTH SAFETY f1ELT, MB%NDEA THREE MINT RETRACTABLE PA88[NGlR GAIETY BELT WITH IWU MAN PASBENOER BEAT, ANON-RETRACTABL[ lAP BELT M PROVIDED IN THE CENTER 8EATINO POSITION. STEERNVO WMElI TB INCH DIAMETER SPORT WHEEL BT!lRMYO COlI1MN FIXED P041TION SUN VISOR, WfBBOit LEFT AND RIGHT COLOR KEYE08UN VISOR-INTERIOR GAUOi PACKAGE STANDARD 6NOIN! WAlUIINO DEVICE AUDIBIEMSUALAURM fOR LOW OIL PRESSURE, OVERHEAT, R LO~V WATER LEVEL Att NEBTRICTION INfACATOR GRADUATED, UNDERHOOD MTD. NO WARN LKiHT AIR RESTRICTION GAUGE lIG!{T1N6 CRCUR PROTlCTKIN AUTO RESET TYPE II BRFAKERS.EKC BATTERY CIRCUITS DAYTME RIB/NNO LIOHTB DAYTIME IFADLKi11T8 SINGLE RECTANOVIAR HALOGEN TURN pONAI LIDHT6FRONf 8AE CU88 h WITH BUCK HOUSING MAKKER LIBNTB FIVE AMBER C1IROYE BULLET MARXlR RiTERR1ATER FOR TRUCK CAB AND BODY LAMPb 6T0- MD TAIL LIOIITf DUAL WITH RITEORAI BACK~IP LKiFfiB TURN BIOMAL LIONTB;itEAR TURN UVMI'8 WIRED MO TA4. LAMPS TURN SIGNAL SWITCH NONLANCELLBiG WlMOTORIZEO FLASHER RAD10/MISC RADA RCUPMENT AM/FM STEREO WITH VYEATMER BAND: DA411 MOUNTED INCLUDES ROOF MOIRVTEDANTENPN RADlO BPEAKlRi TWO WAL CONE la7EA1~Ri RADA ANTENNA NO 6UPPlEMENTAI AMIFM ANTENNA PROVIDED ___n.geaasas From Dav~d St?~rn.3r~ PHOFE No. 561 6969893 Gec. ;5 l9'=7 ?::9Pi' Fryl.l PreOered M. DAVE STEGEMAN December 15. 7997 6 i<hil r/c .~'jlrcl/i. , rhro+~ VOLVO DsKNptlon CHASSYS curpFFfRAMEitEAft 9TRAIOHT AIR DRYER RE NDO! ADIP BRAKl VALVEf PU6H-PULL TYPE. TRUCK GRAN YAt.VE AUTOI+UITIC FUEL TANK IPFT A CAL W 27' CK tTEEL PAINTED iUEL TANK MONT ~D OAL RH Z3" CYL STEEL PA WTEO FuFl LINEf SAE J844 NYLON TUBNO ~ - BACKUPALARM ELECTRICAL BACKUP ALARM 611TTERY BO2 LN MTD BEHIND FUEL TANK FIfEROLAtC ~ OR ~ BATTERIE6 BUYPER FRONT PAINTED STEEL CONBT TYPE, FULL WIDTH WYPER P08RlON STANDARD LOCATION ~ MLIDFiMf,FRONT FRONT FlAP6 4 I TOW MODKf, PRONT TMO FRAME MOUNTEDHOOKS " CAB EXTERIOR CAB - - - WG DAY CAB-CNLVAN¢ED STEEL CORROfION INMIBROR CAD CORRO&ON INHIBITOR HOOD FIBERGLASS TILT WIINTEORAL FENDERS GRILLE CHROMED GRILLE EOUPMCNT BUO SCREEN MOUNTED BEHIND CR61E FRONT FEFpER lIrTENfK7N FIBERGLASS FRONT FENDER EJREN810N8 HORN, AIR CHROME RECTANOULAft WRM BMELDS. DUAL WIDE 6PACED HORN, ELECTRIC BINDLE MIRRORD. CONYEK 6TAINLE58 CONVEX W B RH WITH CONVEX STANLE66 STEEL RH FENDER MOUNT MIiIRORf, DOWN VIEW DOWN VIEW MIRROR OVER PASSlNGlR DOOR MIRRORS. VYE6T COAST BTNNLESS bTlFL HEATED WRN DRIGHi ARMS MIRROR ARM! MIRROR ARM6 FOR tOr TRARER BUN YIfOR OITERIOR FIBERGLA88,MWNTED OVER WND6HIELD CAB HVTER/OR CAB NT60DR KFY6TONE ARM REYT DOOR PULL BTRIIYS DOLOR TRlfA 6MOKY MOUNTAW GREY FLOOR COVlRINO MAT WITH FOAM BACK OLOV! YOJI DOOR POCKET • LEFT SIDE Pfgf 3 of b From i~3~~id St?~rndn F!:CHE N;. `?.i cF3E 3993 C~'c. I° :4'-' ': :BF't F',:..? PrnlrrnA ty DAVE STEGEMAN Docambar 15. t0p7 I t'llitlc ~}a'clfi:vu;nu Dscrl~lbn ,~___ .... TR_ANSMISSfON CLLTlCN CLUTCH PFATIRtCa CLUTCH BTINQ CI.UTCN NOUa1N0 FRONT AXLE FROIIT AXL! BRAKPA.FRONT 6LACK ADA16THtB,FROM DU8T6HELD6.FRONT BUBFlNBIDN.FRONT OB. fEAI CAPp Ot 6EAL8 FRONT KUB WBRK:ANT REAR AX4E _ _ __ _ __ - __ . . REAR AXLE .._._ REAR DRNE AXLE RATIO WTlRA%l2 RIFF LOCK LUBRICANT 8 W PENBION, REAR CUCPi/1C10N BFAYC TOROL! RODS BRAKEA REAR BRAKE CONTROL 6YBTEM PMwuo sRAKE CHAMBER BLACK ADJUBTERt,REAR OWT 6MIELDBAEAR REAR AXIF OIL 6EAL6 voivo SPICER t3.S' TYO PLATE DAMPENED CERAMETALIIC EASY PEDAL PLUS EXTENDED WBELINE iOR oREAQABLE REL6ACG BiARINO TOROUE LIMITING 1Y/E CAST IRON CLUTCH HOUBINO RCCKW ELL FL~1 1n.000 LBB CAP BTO TRACK 10 5 X O CAM. EATON E8-IB6d ROCKWELL AUTOMATIC OVST BNIELDB-FRONT BRAKE6 20A001B3, FLATLEAF VISIBL! CAP CHICAGO RANRIIDE BEAL6 PETROLEUM BABEO LUBRICANT ~~ .!~ EATON p$6gP, 8,07J LBB, ._ - _. _. _ 1 ._ ._ 4.11 REAR A%LE RATIO ~r •~ ~ : ~ , TANDEM A%L! ~ ~ PETROLEUM BARED LUBRICANT HENDRICKBON RTIFCI2 ~BD~B,000IBS. 541NCN STEEL BRONZE BURNED CLEVITE RUBBER WBMED-!ONCITUDINAL 185 % 7 CAM. EATON EB•i1670. TANDEM AXLE NO BRAKE CONTROL EYBTEM PROVIOEO FOUR CHAMBERS, TAN.:EM MCU AUTOMATIC, TANDEM AXLE, ROCKWELL W ST SHIELDS -REM 6RA1~8 CNICA00 RA\YHIDE BEALb. TMOEM A%LE CHASSIS _.. _...__ ~_.__ __ _.- _-...--~ __.... ____.._~°° . ....._ ..... _.... 1Y!!lL6A6! ~1 INCH WH!lLBAi[ V/lCTV! CA 107. FRAME RAK,C N16 6TEEL 6TRAIOHT RCNFORClMCNf, INNER 1N' LINER, fIJLL LENGTH FULL LENGTH LINER E%TENDB TO EOF WHEN FRONT FRAME El(TEN610NBARE 6PECIFIED. FRAME FA6TENERb FLANGE BOLT FRAME FABTENER6 OVERHANG. FRAME REM 661NCH OVERHANG Pape ~nmm Da~~ld Ste•f rn-•. S7 CCK 1889 ,~V t ~~ :, l 'ehic~lc .S~nrc:~i~ir~utivlt F'aftl f= re-,. 561 F8b7~i' Le... 15 IS'-- _. :F~ Fd2 VOU/O 7RiI::KS OF PALM OCACI I 330 6GUTN MILHARV TRAI; WFST P/~LN BEACH, FL 33115 Phone. EEt 8?8 8906 Fax. 561 A27 OA?p Props, od Dy: DAVE ET1'.^.r MAN Decambal?5,1887 VOLVO aasr- monFc _-_ _ _. WON ENGINE CATERPILLAR CAT 3TWC300HP Q?ODOR('M, 1130 LO•fT®14OORPM IBBTATE--~ ENGINE EQU1Y AIRCLEANCR 13'ONE STAGE COOUINF N06E6 RUBBER WITH BTEEL TURING RADIATOR COOLA1fi ANTI-fREEZE. •20F STANDARD FAN ClU1CH FAN CLUTCH, ONIOFf BTARt1N0 MOTOR DElCO REMY 12V POBITORK 12AfT 6TARTER ALTEiOIATOR DELCO REMY 11V t00~V1P 129! BATIEWCB THREE 12 VOLT -18'J9CCA 2900 CCA BA7TERIEb RECOMMENDED FOR OPERATING CONOII10N6 BELOW 0 G. CKIUU{7 B1't7EM SINGLE NOR20NTAL MUFFLER WNERT PIPE REDl1CE6 EFFECTIVE CA BY 5'. EXNIIUSTBTACKB 17C' SINGLE CHROMED BTEEL EXNAWT%PWp ALUMINIZED BTEEL FLEX BECTIONb CXNAVb7 BMELDa SINGLE STAINLEB88TEEL %PE SHIELD FUEL FIL1ERiR1MAR'I VOLVO PRIMARY FILTER fUEI FILTTAifiCONDARY CATER%LU1R 6%NAN flITER WATEROOMDRIOIER ENGINE COOLANT fATLRK'.ONDITIONER ARCOM-REBBOR BCND!XIJ2CFM OI CNECK AIL FKl ENGWE MOUNTED-bIDEFlLL TUBE PTO, FT DRIVi FLANGE ADAPTER FOR BPiCER 1~ FLANGE-CAT 8 OD TRANSMISSION TRANBMIBBKIN FULLER RTO-11WB1L 10 SPEEU, IISD LB-FT TRAM LUBRICANT PETROLEUM BASED LUBRICANT TRANSMISBK7N CONTROL SHIFT (EVER NOISE ISOLATOR DRNELNE 6%CER 1810HD HALF ROUND aJTERAXLE JOINib ARE 1710 bERIEb. Papa ' d 5 Request for Bid for Roll-On /Roll-Off Truck I, , Page: 2. MINIMUM TRUCK SPECIFICATIONS: VOLVO wG64 (SEE ATTACHED SPECS) Wheelbase 255 Inches OK , Platform 300 Inches oK GVW Rating Engine 64400 # MACK EM7-300-E-TEC, 300HP oK CAT 3306C, 300HP Transmission Clutch Cab LH Fuel Tank RH FUEL TANK Front Axle Rear Axle Suspension Front Tires Front Wheels Rear Tires Reaz Wheels Geazed Road Speed Estimated Total Weight T2070 7-speed SPICER CL 7981. CA49 95-Gallon 18000# FAW 18 50000# S501 5.02 Ratio 50000# SS501 ~ GOODYEAR - 12R22.5 22.5 x 8.25 Cast Spoke GOODYEAR - 12R22.5 22.5 x 8.25 Cast Spoke 72.3 mph @ 5.02 Rear Axle Ratio 18915# FULLER 11908LL SPICER15.5, 2 PLATE CERAMETALLIC WG64 70 GALLON 70 GALLON ROCKWELL FL941, 20 K RATED EATON 8454P, 46K RATED HENDRICKSON RT/RT2 460 46,0000- MICHELIN XZ.Y 425/85 R22.5 - 20 PLY HUB PILOTED ACCURIDE STEEL DISC MICHELIN KZE 11R22.SG 14/PL 22.5 X 8.25 HUB PILOTED OK Vehicle Type Straight Truck without Trailer OK Vehicle use Platform .......On/Off Highway oK These aze fire MINIMUM requirements for a chassis For aRoll-Off unit. Must be a 1998 Yeaz Model Truck oK . a°~ ~. ALTERNATE BID: ONE (1) NEW 1998 ROLL-ON/ROLL-OFF TRUCK WITH MCCLAIN OUTSIDE RAIL BID N0. 9798-10 - OI7E (1) NEW 1998 ROLL-ON/ROLL-OFF TRUCY. WITH GALBREATH OUTSIDE RAIL TOTAL PRICE BID FOR ONE (1) LIEW 1998 ROLL-ON/ROLL-OFF TRUCK WITS GALBREATH OUTSIDE RAIL, as specified: (SEE ATTACHED SPECS) $ 76,847.00 SEVENTY SIX THOUSAND EIGHT HUNDRED SUBMITTAL• MCCLAIN GROUP SALES OF FLORIDA, INC. d/b/a SOUTHLAND EQUIPMENT CORPORATION BIDDER P 0 BOX 1046 BIDDER ADDRESS BARTOW, FL 33831-1046 CITY, STATE b ZIP CODE DATE: DECEMBER 16, 1997 CONTACT PERSON: PHONE NUN.BER: TAMARA D..WILLIAMS 941-533-9076 SEVEN (Dollars) TAMARA D. WILLIAMS SIGNATURE VICE PRESIDENT TITLE 941-533-9076 BUSINESS TELEPHONE ADDRESS OF BIDDER'S SALES AND SERVICE DEALERSHIP: SOUTHLAND EQUIPMENT CORPORATION HWY 17. BLDG 202, BARTOW INDUSTRIAL PARK BARTOW, FL 33830 AGENDA ITEM NO:~G COMMISSION MEETING DATE: ~ ' z G ' g CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Bid for aRoll-On/Roll-Off Truck with Hoist SUBMITTED BY: Robert S. Kosoy/Director of Public Works ~~ Tim N. Towsend/CJtility Plant Division Director DATE: January 21, 1998 BACKGROUND: Bids were opened on 12/17/97 for aRoll-On/Roll-Off Truck with a Hoist to replace the current 1987 Ford Model 8000 sludge truck that is used to haul liquid sludge from the City's Buccaneer Sewer Plant. This truck is old and too small to haul sludge cake to the Trail Ridge Landfill. The apparent low bidder was the McClain Group Sales of Bartow, Florida for a Volvo Truck Model WG64. However, a bid analysis revealed that the low bidder did not meet the bid specifications on many items. These specification qualifications directly effect the truck in the harsh environment in which it must operate. The other bidder meeting and/or exceeding the specification was Jacksonville Mack Truck quoting a Mack Truck Model RD690S. Although the specifications were intended to be generic, further investigation is needed to find at least three manufacturers that can meet the intended specifications and these models should be designated as acceptable or an approved equal. RECOMMENDATION: Reject both bids and authorize rebidding of the Roll-On/Roll-Off truck with hoist with at last three models that meet the specifications (or an approved equal). ATTACHMENTS: Bid form and specifications from the McClain Group Sales of Florida, Inc. and Jacksonville Mac c Truck Sales and Service REVIEWED BY CITY MANAGER: BID N0. 9198-9 - REPLACE CHLORINE RESIDUAL ANALYZER AT WASTEWATER TREATMENT PLANT AT 1100 SANDPIPER LANE, AND INSTALL CHLORINE ANALYZER TO TEST FOR DECHLORINATION TOTAL PRICE BID TO REPLACE CHLORINE RESIDUAL ANALYZER AT WATER TREATMENT PLANT, AND INSTALL CiU.ORINE ANALYZER TO TEST FGR DECNLORINATION: j 10,990.00 Ten Thousand-Nine Hundred-Ninety Dollars (Dollars) SUBY.ITTAL: Barrett Supply BIDDER 6900 Phillips Hwy., #18 BIDDER ADDRESS Trisha J. Huatua s~"'.~i SIGNAT Jacksonville, FL 32216 CITY, STATE 6 ZIP CODE DATE: December 16, 1997 Sales Rep. TITLE 904-296-1041 or 296-5088 BUSIY.ESS TELEPHONE Fax 296-3651 CONTACT PERSON: Trisha J. Huatua PRONE NIRDiER: 296-1041 Request For Bid To Replace Chlorine Residual Analyzer Page: 2. CHLO i1YF F ID i Nsi y~FR SPECIFICATIOIr The instrument supplier shall remove the existing Entena S 151 T chlorine residual analyzer from service and mount a Prominent total chlorine analyzer with Dalcotest in-line probe housings (for pH from 5.5 to 9.5), or approved equal, wmplete with surge protection. These instruments are to be mounted in a new existing enclosure at the chlorine contact chamber. The instrument supplier shall install a Honeywell DR4200EV2 - 10" circular chart recorder (with two pens) with digital display and tie into the existing inshumentation wiring for a Capital Chlorinator Mode1494357, with Model 1450 controls. It is the City's intent to have one pen of the Honeywell recorder to pace the chlorine feed of the chlorinator. The instrument supplier shall famish and install a Hach Model CL-17 Total Chlorine Analyzer with maintenance Kit, Y-Strainer and one Year's supply of Indicator and buffer solution. This analyzer shall come equipped with apre-piped and pre-wired fiberglass enclosure. This enclosure shall have a duplex receptacle, vent, fan and surge protection. The City shall provide piping from the sample pump to the Hach enclosure and conduit from the enclosure to the Honeywell recorder. The Hach CL-17 shall be mounted at the re-use wetwell and shall record dechlorination on the second pen of the Honeywell recorder. The supplier shall furnish a Gould centrifugal sample pump, or approved equal, with surge protection for the CL•17. All power and signal circuits of this 5eld instrumentation shall be protected with surge and transient protection at both the source and destination ends. Request For Bid To Replace Chlorine Residual Analyzer Page: 1. It is the intent of the City of Atlantic Beach to replace the existing Chlorine Residual Analyzer at the Atlantic Beach Wastewater Treatment Plant, located at l 1110 Sandpiper Lane, with a more reliable one and to also install a Chlorine Analyzer to test for dechlorination. The City needs reliable instrumentation that requires low maintenance and which will comply with FDEP pemut conditions that require continuous chlorine analysis. All equipment shall be installed, calibrated, tested, warranted and insured to be working properly with existing plant equipment. The supplier shall use the existing conduit between the new analyzer and the chlorine control cabinets. The new Chlorine Residual Analyzer shall use the existing cabinet and piping installed by the City. REQUEST FOR BID TO REPLACE CHLORINE RESIDUAL ANALYZER CITY OF ATLANTIC BEACH 1200 SANDPII'ER LANE ATLANTIC BEACH, FLORIDA 32233 247-5834 11/17/97 chl_anal.yu CITY OF l~lla4ctie S'eac! - ~louda )200 SANDPIPER LANE ~_____. _._. __..__.. .--~_.-~__ ATLANTIC HEACH,FLORIDA 322330381 TELEPHONE (904) 247-5818 ~~ FAX (904) TA7-5819 November 17, 1997 CITY OF ATLANTIC BEACH INVITATION TO BID BID N0. 9798-9 NOTICE is hereby given that the City of Atlantic Beach, Florida, will receive sealed bids, IN TRIPLICATE, in the Office of the Purchasing Agent, 1200 Sandpiper Lane, Atlantic Beach, Florida 32233, until 2:30 PM, Wednesday, December 17, 1997, to REPLACE CHLORINE RESIDUAL ANALYZER AT WASTEWATER TREATMENT PLANT AT 1100 SANDPIPER LANE, AND INSTALL CHLORINE ANALYZER TO TEST POR DECHLORINATION. Thereafter, at 3:00 PM, the bids will be opened in the City Hall Commission Chamber, 800 Seainole Road, Atlantic Beach, Florida. Bids shall be enclosed in an envelope endorsed "BID N0. 9798-9 - REPLACE CHLORINE RESIDUAL ANALYZER AT WASTEWATER TREATMENT PLANT, AND INSTALL CHLORINE ANALYZER TO TEST FOR DECHLORINATION, TO BE OPENED AT 3:00 PM, WEDNESDAY, DECEMBER 17, 1997." Bid Forms, Specifications, and information regarding the bid, may be obtained from the Office of the Purchasing Agent, 1200 Sandpiper Lare, Atlantic Beach, Florida, telephone (904) 247-5818. Bid prices shall remain valid for sixty (60) days after the public opening of the bids. Goods and services proposed shall meet all requirements of the Ordinances of the City of Atlantic Beach, Florida. The City of Atlantic Beach reserves the right to reject any or all bids or parts of bids, waive informalities and technicalities, make award in whole or part, with or without cause, and to make the award 1n what is deemed to be in the best interest of the City of Atlantic Beach. A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submlt bide on leases of real property to a public entity, may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. (Section 287.133(2)(a), FLORIDA STATUTES.) Joan LaVake Purchasing Agent Request For Bid To Replace Chlorine Residual Analyzer Page: 3. BIDD~:R'S LIST 1. A.W. K. Industries P.O. Box 607267 Orlando, Florida 32860 FAX: 407-294-6244 2. Control Design 6900 Phillips Highway Jacksonville, Florida 32216 Attn: Mr. John Goodson TELE: 296-5047 FAX: 296-0184 3. Barrett Supply 6900- 18 Phillips Highway Jacksonville, Florida 32216 Attn: Trisha Hustus TELE: 296-1041 FAX: 296-3651 4. Precision Control Instruments, Inc. 7839 Bayberry Rad Jacksonville, Florida 3225b Attn: Dennis Taylor TELE: 737-9600 FAX: 737-0359 5. Blankenship & Associates 3004 Kananwood Court, Suite 140 Oviedo, Florida 32765 Attn: Alex Gordon AGENDA ITEM NO:~ COMMISSION MEETING DATE: ~ ' Z ~o _ 9 8 AGENDA ITEM: SUBMITTED BY: DATE: BACKGROUND: CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT BID FOR REPLACEMENT CHLORINE RESIDUAL ANALYZER AND ASSOCIATED INSTRUMENTATION Robert S. Kosoy/Director of Public Works `~/~ Tim N. Towsend/CTtility Plant Division Director January 21, 1998 Bids were opened on 12/17/97 for a Chlorine Residual Analyzer and Associated Instrumentation to replace existing equipment. There was only one bid received and that was from Barrett Supply in Jacksonville. The bid specifications called for certain equipment, or its approved equal, to replace and expand the old, existing equipment. The instrumentation vendors invited to bid all had equal supply access to the proposed equipment or its approved equal. Vendors invited to bid cited existing project commitments, preference to install other equipment not being required by the FDEP and limited project profitability as reasons for not bidding. The existing equipment is old and unreliable. The City stands to be liable to the Departrnent of Environmental Protection (DEP) for plant permit violations if this equipment situation is not addressed in a timely manner. RECOMMENDATION: Award the bid to Barrett Supply for $10,990.00 to replace and add chlorine equipment and authorize the City Manager to sign the contract. ATTACHMENTS: Bidders List and Bid Form from Barrett Supply REVIEWED BY CITY Our Business Is Making Your Business Easier Your John Deere commercial equipment dealer measures his success by yours. Because he's part of the best servicing net- work in the industry, your local dealer is there with the profes- sional support you need...when you need it Everything W make the business of doing business easier for you. Your John Deere dealer gives you the best parts delivery in the business. For parts not available from regional depots, the FLASK" system provides an instant hot line, tracking down the nearest part, then utilizing the fastest delivery method possible. "Machine down" orders are processed 24 hours a Required next-day deliver- ies help keep your down- time to a minimum. And speaking of parts, your John Deere dealer is a full-line supplier of genuine John Deere parts. All under one roof...all at very competitive prices. ~YOUrJOhn Deere dealer delivers excellent service after the sale. For solutions to difficult service problems, your dealer has quick access to DTAC (Dealer Technical Assistance Center). An entire department of full-time service experts who help solve problems over the phone, using field data, specs, and engineering information. NANCIN6 John Deere finance plans make equipment ownership easy. Choose from a number of convenient plans. See your dealer for one tailored to day, seven days a week on the FLASH+~ system. your specific cash-flow needs. NOTHItiG RUNS LIKE A DEERE' .~~;.4~~.g.,.IM-,r K Vr.Wm~wo..A, .q ... ^ Pick a rear blade. 6-. T, or 8-loot wide. All have continuous cone design /or elhciency and can be angled. re versed. or o/het. Sizes to fit a!I tractors. •"Tur/ Special' tires are designed exclusively /or /ohn Deere tractors used in furl management applications. onal cab insulates driver Estra-wide stance, soft. Oexib/e wise and weather. Heater. tread antl rounded shoulders mini- ditioning and deluxe seat are mite compaction antl treat rd. Tempered glass on all fur/delicately. Tubeless mr sides. Let!- and dyfif hand construction. Front and doors !or easy en!ry and rear sites are available CAI. Tdt SICe/IO({ w!ICCI. t0/ all JrOi)O SCI/CS Fendermnunted tool bos- tractors. Fits all tractors- 1~ 5 P E L IE=ICATIONS 5200 5300 5100 E g:nz hp (k W! net 45 X31, 55131 II 62 i51! FTC nor5epa aer (kl'J) 40 (30J 50 1371 E7 f44! A,c:rr.~.on Natural Piatural TurLOC"arg=_7 Opsa~ ~g range __-._ __ 1.600 to 2400 rpm_ ____ _ __ _ E -.e and sGo<- 4.19 x433 in_ (106111C mmi __ - _ _ __. Cu'^G"ssion rahc ___ 17 E.1 ..__...... ......_. __ .. __.. D v ,.=rrecl C~ol.,g s,srem Fuel tank capa ? 9L (t i 9 culn.) _. _. _... Press ~ . t- pun G them;osat I xd1 h,c35s -_...... la a o. ye. loo ul __. t.ooung sysem capacny 1C J S. C~ !~ 5~I_.-. ..... Crankcase capacity (with tiller) 9 U.S q (d5L1 _.... Transmission Collar sell ~9 for:,a 9 n re arse sU .1s!- po a:e G G L__.. .__ PTO Inip~rv .I 510 rp^ ._.__......._ .. _.._._... _. ..........._.... B fakes _ HI d'a W',C. t~Ci v,-.3: C I a :'~dca.'/ 0 S f!'L .~ SOUS 7. C-SAS fdn l^ LGL 2d C1 .- Electrical system _ 12-;0 •.19 4~7aTp al, rra.or Hytlraulic system - -- CCe"~ . ta. Cep g ~` C ImD -. -. Steering Hi4:c a- F':•~:r .. ..... Hitch C~-^,r 1 cr 2 3-Li, °: _ _.__.._. ....... Shipping weight ~2~wheel drivel ?50 i~1193Te~;~ 435010 (Lei k. :.OIC loo; %:gi Additional Slantlar0 Equipment Special Equipment U'•''a'-!:oc; m,;..,-. :..::-~'.-':..z' °'- Tcp-sna" s;n;n:or..: ec CSrsss.oc iiS51 i c.. L.. ,..: C~.Pa ..... _.~. t ... ,, ._..'s .,.T~~SS;c'111L S:.Jan~ :~I:;G I. a L;1. dJ ... ..-.-- ..... ... c' L.. o.a .. .a .L.. c_.. .... ..,.. Iu,..:0 51'x, _.. ....~~ - ........, ..,...,.:.g C,:...r soft.. ~.5_, .. tgY..!. ~ s . __ , ~~..._, ~. _ RolbG.; C Canoe; .. .. - f n _:: P .;. SrC J?SI Cane F; ., ..~. F. .._..... ... . ._. ...... i. _c.. $ "lC!t G6!" ~ __.aI IC.~ ~. C,.. oF: ac1 ...L,._..~ is i'~.Y. Yom'...,...,. ~.... Ffg .'.-GOOId~~: h91:-• 6YS ..- f.~~~4' ._ ^ Front loaders can be equi00ed with /nrkhk attachment. A dlustab!e tines are 4C-inches long. Boom attachment alailable. Tools Of The Trade ~ 350 Sicklebar Mower comes in 7- and 9-loot lengths. Cutting arc Is 30 degrees below to 90 deyees above horizontal. Fits all batten. ~ Four 300 Series heavy-duty flail mowen- 58 % to 90'/:inches wide. Fit all tractors. ~ QYICh-latch leaden. Two models (one for IWD, one Mr MFWD) whh 1,984- to 1.500- pound lift capacity. Optiwul w.e-way hydraulic seN-leveling. Parhing stand available. ~ Rear-mounted rotary cutters aro ara8abls M nine modeb-Ilght, roguWr, and heary4uty; 4- to 10•teot cutting widths. Sires to flt sli tractor. l 33B Pesthole Digger has buBMrr park- Nsgstand sent 47anch abndaM digging depth. Auger come In ¢to 24-MCh diameter. Rts ae trxtan. a The t0A Bachhw has an approibnate dKrh^g dePN o! 10leet. Subhrrw npwrthrg. Bucket options: IZ to 00 pa:hes wide. Fits all hectors. heatures Designed To Protect Our Most Important Working Component You ^ Prnfedi~c polymer lonecrs resist eons. soapes. antl snatches. A cnn~enicnl hantlrad ~s mnunrc~tl o.. e:,gyn. urtbiGh~, comfort. and prrGa~manre hacr brc•n chartc[rristir of Juhn fleece tractors since (lac (hte. l;ut our ultimate ronrrrn ha. ahcacs hero uprradn cell-being. ~~nd dial concern is cell rc•flerted in the safet}~ featurrs inherent in our Sogo Series "Il a. tor;_ \ot unl)' did ice pioneer the Roll-Gard" rullucor pnrh•rtice structure }ears a~{o, ar ictce made it murr ftnlrtionai. «•ith a foldable G•ature that no~c lets coo operate under lute brulrhes and pass through Sf}inch duonc2n's. 1~e also look after tour ,a(ch' x~ith a full cumplenu•nt of li~htir:g. I leadlighis. rear u~urklight. Util- !ight~, flasher, and turn signals. "there's earn a "f'IYl engaged,. indicator light and an alarm that gars affil cuu lr:n•e the .rat kith thr• 1'fO engaged. kenrl mare about the sa(i•h' fea- [urr nn Uu•sr hcu pages. ~Ilug'•rr ju,t one more added-value adcan- tage coo get e:ith a Julut llren•. ^ Sl~ec.uJ e."~-'~.....i loch rq.ltir, t0. ~-,-~ .p u...r~n-,. ,~,. ~r~~.-i.., ....~. ~.~t .. ~ M..[.. ... ~l Jl/f:lr..)(['.1 I~ fit iA.^L~. '% I .J ~ T..r ;-lllur, L_...~.~ on 5004 c.. .., il.,,,>.,~ i, co-n.ln.'r.:. ....".'lll~l .\. ' .: .. ...~... Y ~ C.I r, c. ...a .. .JC ..'J.l.; . p Productivity Up, hat Resist Impact and shads. • 5000 Series Tractors ~ are powered by 3cylinder liquidccoled John Deere diesels. The 40-PTO-hp 5200 and the 50-PTO-h0 5300 are naturally aspirated. The 60-PTO-hp 5400 is turbo- charged /or more power and hel e/hciency. Wet-sleeve design and lowdriction pistons prc~ide longer li/e. ~_y: ^ Solitl cast-iron Iront a+le an 1~wheeldrive motlels s[antls up to tough day- a/tenday abuse. Optional mechanical Iront-wheel drive (below) provides a 55Eegree turn angle for superb maneuverability. I '~. -~ . r I ^ Inboard, planetary final drives spread the load aver three points Ior less stress on individual gears ^ Telescoping drak links option makes hooking up to 3-point hitch easier. Category 2 hitch balls are Interchangeable with Category 1. Drivetrains That Ke Fenders And Hoods ohn Deere 5000 Series Tractors possess a unique package of premium tractor features. Features that are often found as options on some well- known competitive machines. Just take a look at some of the advantages you get with a John Deere 5000: 1. John Deere liquid-cooled 3-cylinder diesel engines with wet- sleeve design for longer life. 2. Impact-resistant polymer hood. side panels, and fenders. Hood raises and side panels remove for easy servicing. 3- Tandem-gear hydraulic pumps. Steering and brakes-6.8 gallons per minute. Implements-11.4 gallons per minute. Total capacity-18.2 gallons per minute. Blend in a 9-speed collar shift transmission (or optional TSS or hydraulic reverser), independent PTO, and planetary final drives and you've got a tractor the competition only wishes it had come up with. >t Hydraulic reverser transmission option makes !oader work more productive. Wet clutches /or Ounbility. Dash-mounted control with 12 Iorward. 12 reverse speeds. rwwurauuuub w~u~ mun ur,mmam a ~wunq awmr Is standard on all models. It gives you 9 /arward and 3 reverse speeds. with 2nd-to-rererse capability /or loader work. An available creeper gear lets you travel as slow as 0.2 mph. The optional topahaH synchronized (T55) transmission tan be shifted on the go within each range. It provides a synchrpn&ed shin between forward and reverse /or back-and-/orth operations. ^ 6ec [runic irw bumenb are ea» to read. Nour- mrfe~ [azhomrfer. fuel anC term Crre ture gauges. oil and alts rnator indrea for !::;nts. air cleaner ^ GJnf/oh ar~ arranged for easy ngM-hand use Gear-shik lever selec'~re control /orsti[6. and roeh shale controls are out of dour nab ~rf c1~sr rr. tnc[ion Irg M. and Pi0 enough for elRUCnt. NOTICE OF ILLEGIBILITY ILLEGIBILITY OF SOME OF THESE DOCUMENTS IS DUE TO THE POOR QUALITY OF THE ORIGINAL. THE FAULT DOES NOT LIE WITH THE CAMERA OR ITS OPERATOR. .... it--~- ^i ~ i~ ^i ~~ i^ ~~ii%~ TM nIplMlpn dry 1np~ Wnp~n u M~ 1tT ~ W oho Deere 5000 Series ` Tractors feature an open V'~ operator platform with clean ` "a design. One that's immediately apparent the first time you climb aboard. Because the entire area is uncluttered, you can enter and exit either side of the tractor without banging a knee or bark- ing ashin on transmission levers and other controls. ~ step: and render And on our 5000 Series, you sit mounted handrails " slightly lower and farther forward make it easy to mount and dismount than on some competitive the 5000 Series. models. That means more room, Uncluttered openror's area makes long days better visibility, and easier access more comfortable. t0 COntr015. Add to the package a deluxe suspension seat, electronic ~ Console-mounted instrumentation, and hydrostatic controls on the left side o/ the seat power steering and you've got Include Hoge shin comfort and convenience that's lever. ^'0 c-%a4emeM lever. aiM mechanical tough t0 beat. Wont-wheel drive IeveR 1/ so equipped. .~~ With The 5000 Series, ~ Comfort Is Wnere You l~,ind It... And That's .lust About Everywhere ~e Driving To Work This Year 50 PTO H most-wanted list. Whether yori re an operator, private buyer, or purchasing agent. John Deere 5000 Series 1-ractors have a 9-speed collar- shift transmission as standard equipment. And in-line shift capability for loader work and other back-and-forth operations. A top-shaft synchronized transmission (1'SS) is available. As well as a 12-speed hydraulic reverser transmission with wet clutches. Tmdem-gear pump-G.8 gpm for steering and 11.4 gpm for hitch and SCVs-provides faster cycle times for ]oader work. Optional front-wheel drive and standard differential lock improve productivity. 0 PTO HP What The Cost Conscious Wil. The highly durable 5000 Series with added- value features the competition can't touch ow you can get a durable, reliable tractor at a very competitive price. And enjoy the full range of comfort, convenience, and oper- ating features that have been a John Deere tradition for more years than your great grand- fathercan probably remember. The 5200, 5300, and 5400 Utility Tractors are powered by John Deere liquid-cooled 3-cylinder diesels (40-, 50-, and turbocharged 60-PTO hp). With high-value features like planetary final drives, wet-disk brakes, hydrostatic power steer- ing, and independent 540-rpm 1 PTO, theyll be high on your ~ Fw custom pahrt colon (such as Ms yellow fhown sborsl, tall to your John Deers dealer. ^ /ohn Deere's Au6usts Factory b ISO 9002 CertMed. rfle manutacturhrg facllkl' Ior 5000 Serles Tractor N Aupnta, Oeorda, meets the stdngent raquirarnents of the NdemaOorul Orgsdza0on hx Sbndmd7ra0on's ISO 9002 Standard Ser/ss, wnkh serves „ e (,olds Ior 4ualtry' asewanee. -40 %O NP Coastal Equipment Systems, Inc. 5287 New Kings Road Jacksonville, Florida 32209 (904) 9249624 (800) 275-3880 Fax (904) 9249335 GOLF COURSE -LANDSCAPE - COMMERCL4L MAINTENANCE -LIGHT CONSTRUCTION EQUIPMENT JOHN DEERE AND KUfiOTA -SALES, PARTS, AND SERVICE DATE: December 15, 1997 SHIPPING GATE: TERMS: n,son«a..nismws~ugeama~yrs.aepanos~mtigavrs City of Atlantic Beach rommsem•. aay"a°npnoe`wa'°i.aroonr~y°"'a"ou~"mc°•'o° 1200 Sandpiper Lane tl,aas in dtecr on m. ms or.hipnrna aAaY nravml. Atlantic Beach, FL 32233-4381 Phone: 247-5818 Fax: 247-5819 QUOTATION . Quantity Description Price .John Deere 540 Front Loader Hith 73" Bucket - Maximum Lift Height - 125" - Clearance With Bucket Dumped - 103" - Maximum Dump Angle - 40 Degrees - Material Bucket Width - 73" - Lift Capacity At Full Height - 2,500 Lbs. - External Hydraulic Kit - Simultaneous Operation Between Lift And Bucket Cylinders with Single Lever Control Operation - Bucket Level Indicator - Lift And Tilt Cylinder Diameter And Lift And Tilt Cylinder Stroke Sufficient For Lifting Full Bucket With No Loss Of Speed On Loading And Unloading Performance Above prices are F.O.B.: Delivered All applicable taxes and fees to apply Quotation accepted (customer): Coastnnal--Equipment Systems, Inc.: Dick Schwalbe Coastal Equipment Systems, Inc. 5287 New Kings Road Jacksonville, Florida 32209 (904) 924-9624 (800) 2753860 Fax (904) 924-9335 GOLF COURSE -LANDSCAPE -COMMERCIAL MAINTENANCE -LIGHT CONSTRUCTION EQUIPMENT JOHN DEERE AND KUBOTA -SALES, PARTS, AND SERVICE DATE: December 15, 1997 SHIPPING DATE: TERMS: Tivs aRerbaellbnmN SUCjepbOiryKS eooeptetra wiMin ten (7~Agra City of Atlantic Beach ('°'" tns dale. /W gaoled ptoee "' augeq b `a'rq.'Mno'a nouw, end 1200 Sand i mo..beneccmurar.ar.nRnrw.n.~aewa. P~Per Lane Atlantic Beach, FL 32233-4381 Phone: 247-5818 Fax: 247-5819 QUOTATION Quantity Description price .JOHN DEERE 5210 4-{iHEEL DRIVE TRACTOR SPECIFICATIONS: Engine Type: .lohn Deere Power Tech Vertical Liquid Cooled 4-Stroke Diesel 53 Gross Horsepower Total Displacement: 179 Cubic Inches Number Of Cylinders: 3 Bore And Stroke: 4.19x4.33 (106 MM x 110 Pff•1) Transmission: Power Reverser - 12 Forward/12 Reverse Hydraulic: Implement Pump - 11.4 G./Min. Dimensions: Height with Tractor Only - 4,730. Lbs. Hidth - 64.9" Len(5th - 125.9•' Above prices are F.O.B.: Delivered All applicable taxes and fees to apply Quotation accepted (customer): Coastal Equipment Systems, Inc.: By: By: ~!~-_s~~ Dick Schwalbe Coastal Equipment Systems, Inc. 5287 New Kings Road Jacksonville, Florida 32209 (9oa) 9za-962a (800) 275-3880 Fax (904) 924-9335 GOLF COURSE -LANDSCAPE -COMMERCIAL MAINTENANCE -LIGHT CONSTRUCTION EQUIPMENT JOHN DEERE AND KUBOTA -SALES, PARTS, AND SERVICE DATE: December 15, 1997 SHIPPING DATE: TERMS: ThsaRrb Wkmtl~rAj~clbhryKs mpvnw v.YlYn un (70)Arys City of Atlantic Beach m,me:.ar.. nrq'°i.a°nasw'uq~°wawq'wMO'~"au~'•'"° 1200 Sandpiper Lane nor b Nfa m tM a4 d YipnwM dW pa.ai Atlantic Beach, FL 32233-4381 Phone: 247-5818 Pax: 247-5819 QUOTATION Quantity Description Price TRACTOR DESCRIPTION: .John Deere 5210 4-Wheel Drive With A 540 Loader $32,803.00 - 4-Wheel Drive With Factor Cab (AC/Heater) - Power Reverser - 12 Forward/12 Reverse - Hydrostatic Power Steering - 3-Cylinder Diesel - 53-Engine Horsepower - 45-PTO Horsepower - Independent PTO - Turf Tires: Front - 12LL-16 Rear - 22.SLL-16.1 - 73" Bucket Above prices are F.O.B.: nel ivered All applicable taxes and fees to apply Quotation accepted (arstomer): Coastal E/quipment Sney/~stems, Inc.: By: By: j (..1~.G4C- Dick Schwalbe BID N0. 9798-8 - 027E (1) TRACTOR WITH FRONT EYD LOADER NAY.E ni'D :IODEL BID: .John Deere 5210 4-Wheel Drive Tractor With A TOTAL PRICE BID FOR ONE (1) TRACTOR LdITH FRONT-E2JD LOADER: 32,803.00 Thirty- wn Thousand Fieht Hundren Thr anA /inn -(Dollars) SUBMITTAL: .-Coastal Fo 'nm n Svet m In BIDDER BY it iek Schwalhe 5287 New Kinas Road BIDDER ADDRESS .Jacksonville, FL 32209 CITY, STATE 6 ZIP CODE DATE: December 15, 1997 ~~ S~w~(. SIGNATURE Sales Representative TITLE 904-924-9624 BUSINESS TELEPHONE C027TACT PERSON: Dick Schwalbe PHONE NUMBER• 904-924-9624 Distribution Map KTC Facilities Serving the United States • Division Offices: • U.S. Corporate Office: Columbus, Ohio Kubota Tractor Corporation Atlanta, Georgia Kubota Credit Corporation Dallas, Texas Torrance, California Stockton, California Kubotn Tractor Corporation markets a complete line of tractors from 12.5 to 91 PTO horsepower, along with aline ofperformance- matched implements, compnct construction equipment, power products, consumer lawn and garden egt(iptnent and commercial turf products. Kubota's nationwide network of dealers is supported by a sophisticated parts supply system and frequent service training programs. For your sa/ery. ROPS wrfn a seafbett is sbang/y recommended by Kubota in almost a/I appicafions. KUBOTA TRACTOR CORPORATION Corporate O11Ire: 3 W 1 Del Amo BoulwarC, Tortanca, CA 90503 Western Dmsion: 5555 Hardaway Road, Slxkton, CA 95275 • (209) 93 h5051 Central Drvisgn. 73750 BerKAmark Drive. Farriers Brarltb. T% 75234 • (972) 241-5900 NoMem Didsion: 2628 Pon Road, CdUTWS, OM 03217 • (814) 492-1100 Soufneast Drviswn: 1025 Nortn Brook Parkway, Suwarlee. GA 30174 • (770) 9958555 • I - • I / I .n •~_ = mr B1622 4D" 17" 77.5" - 4.2 cu. 1t. 5.3 cu. h. 901bs. xr - • ~ r ~ B1647 49" 78.9" 17.6" 17.5" 4.8 cu. h. 5.8 cu. h. 97/bs. - 60" 23.4" 77.7" - 7 cu. ft. 8.5 cu. h I .~ 150 lbs. r 'r~ B1608 502" 18.8" 20.3` 20.4" 6.4 cu. It. 7.8 cu. h. 1761bs. I J . -I • • 'r L 1740 60" 20.4" 20.9" 22" 8.1 cu. h. 9.9 cu- h. 212Ibs. ~ .I A~ .t ~ r / r I: ' 'r - 60" 20.4" 20.9" 22' 8. 1 cu. h. 9.9 cu. h. 212/65. ~:r .r. .I .r~ ~r• r L 1741 A 60" 20.65" 2375" 22.2" 8.5 cu. h. 10.6 cu. h. 306 lbs. Y • J. ~ • • 'r L 1742 60" 22.4" 20.9" 23" r 8.8 cu. h. I I r 10.9 cu. h. I 247165. .I .I • ~ r L 1742A 60" 22.4" 20.9" 23" . 8.8 cu. h. I. • 10.9 cu. h. I: . 247 lbs. .! it ' 'r L 1774 70.1 " 28.1 ° 24.1" 24.75" . •13 cu. h. I . r 16 cu h. J: 378 /bs. r I • rr M1047 72" 23.2" 25.8" - 14.1 cu. h. r 17.7 cu. h. .I 364 /bs. r L 1770 70.3" 22.1 " 27 8' 25.6" 14.5 cu h. 17 cu. h. 460 lbs. • r'r . I I - ,I . ~ r r r M7054 72" 28.25" 26" 23.75" 15.4 cu. h. 18.8 cu. h. 312 /bs. r Mi272 73.5" 32.75' 28.25" 24.875" 16.5 cu. h. 21.3 cu. h 400165. r // -' Ra iepe er a'.Lta'iorta drrruimurno rte ~+'rti v a. u. ti F`i t..~ r. Y ~! - - ..' ~. ni ;n the Operator's Sl.umaL 5 rn :rahm:< iiFr! +. . ': u. ,uce F+= y , vn+, ty HOf ~ ~...; a sc.. . ~ 1. +s ,'r. i s! r, :..v u.:! d fm Kub~'.+y+, alruoyt all applrca6mrs. p , ~~a~[erS M1275 M1410 QUICK-ATTACH QUICK-ATTACH Tractor M7ssoDT M7580DT Application M9580DT M9580DT A. Maximum Lih Height 147 in. 147 in B. Clearance with . Attachment D:rmp C. Reach at Maximum Height 125 in. 35 in 720.5 in. D. Maximum Dump Angle . 38 degrees ~ ~ 39 de rees E. Reach with Attachment g on Ground F. Attachment Rollback Angle 82.5 in. 87.5 in. G. Digging Depth 20 degrees 41.5 degrees H. Overall Height in Carry Position 5 in. 6.25 in. Tower (upright) Pivot Height - 69 5 in 72 in Distance from Front Axle to . . 70 in. Bucket Pivot Distance from Upright Pivot 59.5 in. 52 in. to Front Axle Material Bucket Width 25.6 in. 38.2 in. 72 in-, 84 in. 72 in., 84 in. Lift Capacity at Full Height 28001bs. 3118 lbs Breakout Force 4900 lbs. . 5150 lbs Raising Time to Full Height . Without Load 4.2 ~ 4.4 sec. Lowering Time (power down) Without Load 3.8 sec. 3.6 sec Lowering Time (floating) . Without Load - Attachment Rollback Time 3.2 sec. _ 3.0 sec Attachment Dumping Time 3.0 sec. . 2 6 sec Hydraul~cT ~- .r - A ~ - _ - - - - - - - y ~ i N :i ~ YI..Y - ./. Rated Flow Relief Valve PSI Lift Cylinder Diameter. Bore Rod Tilt Cylinder Diameter. Bore Rod Lift Cylinder Stroke Tilt Cylinder Stroke 27.1 gpm Q 2630 rpm 2630 psi 3 in. 1.75 in. 2.5 in. 1.5 in- 23.25 in. 24.12 in. 21.1 gpm ~ 2400 rpm 2630 psi 3 in. 1.75 in. 2.5 in. ] .5 in. 23.]2 in. 23.75 in. 'for fight u/ork only. Sprnfications su6jrct to changr. 'Tractor Hydraulics ' Ertrrnuf Hydraulics LA1150A LA1001 MI000 M1250 QUICK-ATTACH QUICK-ATTACH QUICK-ATTACH QU[CK-ATTACH M4030F/SU M4700 M5030SU/SU-MDT M7030 L5450HDT-W M5400 M6030F/DT M8030 SSPECS FRIT.M ISISOHU~-W WITH 9 id"1 FROI\T TIRES (SPECS FROM MSQ3pDT W m1 . 119-18 REAR TIRES) 95 ~ L+FRONT nRES. 119 a IH REAR TIRF51 112.1 in.(2847 mm) 114.4 in. (2905 mm) 109.20 in. (2145 mm) ]27.5 in. (3238 mm) 86.3 in. (2792 mm) 89.8 in. (2286 mm) 86.80 in. (1666 mm) 99.0 in. (2515 mm) 29.5 in. (749 mm) 31.5 in. (800 mm) 40.80 in. (505 mm) 22 in. (559 mm) 42 degrees 38 degrees 40 degrees 45 degrees 70.3 in. (]786 mm) 67.9 in. (1725 mm) 68.0 in. (1273 mm) 74.5 in. (1892 mm) 25 degrees 26 degrees 21 degrees 20 degrees 6.7 in. (170 mm) 4.4 in. (111 mm) 5.0 in. (12 mm) 7.25 in. (184 mm) 58.1 in. (1476 mm) 60.6 in. (1540 mm) 60.5 in. (1537 mm) 71.25 in. (1810 mm) 55.4 in. (1407 mm) TBA 58.5 in. (1486 mm) 60.0 in. (1524 mm) 43.5 in. (1105 mm) TBA 35.5 in. (902 mm) 41.75 in. (1060 mm) 26.2 in. (665 mm) TBA 25.0 in. (635 mm) 28.25 in. (718 mm) 72 in. 72 in. (1830 mm) 72 in. 72 in., 84 in. •! ~ 'f '~Y %~ d f~r~ ~ ?,Xk ~ _ 1 ~ ~ ~} _ '~ ~Y _ ~~1N. ~r~~ ~ ~s~l-~F ors a~ -,} Y ~Y ~ t ~~ Z l ?. J - jr .• { . ' .( T~L > r 251516s. p 147 kg) 22051bs. (1000 kg) 212716s. (968 kg) 2650Ibs. (]206 kg) 372516s. (1690 kg) 33301bs. (]510 kg) 3022 Ibs. (1372 kg) 385016s. (1750 kg) 3.9 sec. 4.5 sec. 4.0 sec. 4.0 sec. 2.8 sec. 3.3 sec. 3.0 sec. 3.0 sec. 5.7 sec. 5.0 sec. 2.8 sec. 3.0 sec. 2.0 sec. 2.0 sec. 2 ^ sec. 2.0 sec. 2.5 sec. 3.0 sec. 12.9 gpm Q 2600 rpm 2690 psI 9.2 gpm (35) 2770 9.9 gpm 8 2600 rpm .._._ .. ]5.6 gpm B 25W rpm 2.5 in. (64 mm) psi 2.25 in. 57 mm) 2630 psi 2 25 i 2630 psi 1.38 in. (35 mm) . n. 1.25 in. 3.0 in. 1 75 in 2.5 in. (64 mm) 2.25 in. (57 mm) 2.25 in. . . 2 75 in ].38 in. (35 mm) 1.25 in. . . 1 5 in 19.69 in. (500 mm) 21.7 in. (551 mm) 20.68 in. . . ]7 75 in 20.08 in. (510 mm) 19.7 in. (507 mm) 13.09 in. . . 13.88 in. Loaders LAO LA950A QUICK-ATTACH QUICK-ATTACH Tractor L3750FlDT ~ L4150F/DT L3600 L4350MDT/FTDT/HDT-W Application L42oo L4850HDT-W tsrres exoM usso wrm ssm exoerr noes. f~ara area naesf A. Maximum Lift Height B. Clearance with 102.4 in. (2600 mm) 113.4 in. (2880 mm) Attachment Dump C. Reach at Maximum Height 80.3 in. (2040 mm) 28.9 in. (735 mm) gg.6 in. (2250 mm) D. Maximum Dump Angle 40 degrees 29,9 in. (760 mm) E. Reach with Attachment 40 degrees on Ground F. Attachment Rollback Angle 66.5 in. (1690 mm) 23 degrees 69.7 in. (1770 mm) G. Digging Depth H. Overall Height in Carry Position 5.5 in. (740 mm) 54.3 in. (1380 mm) 25 degrees 5.9 in. (150 mm) Tower (upright) Pivot Height 49.4 in. (1255 mm) 63.0 in. (1606 mm) Distance from Front Axie to Bucket Pivot 42.6 in. (1044 mm) Distance from Upright Pivot to Front Axle 23.0 in. (585 mm) Material Bucket Width 60 in. (1524 mm) _ 70.1 in. Lift Capacity at Full Height Breakout Force 1499 lbs. (690 kg) 20941bs. (950 kg) Raising Time to Full Height 25571bs. (1160 kg) 32341bs. (1470 kg) Without Load Lowering Time (power down) 4.1 sec. 3.9 sec. Without Load Lowering Time (floating) 2 8 sec 2 7 sec Without Load 3.6 sec. Attachment Rollback Time 2.4 sec. 3 2 sec Attachment Dumping Time -- ----- - - 1 8 sec . . 2 4 sec --- -.. Hydraulic . :_ ec. , __ - - _-- - ~ , ._~ .i. ._.:.:.- .. Rated Flow Relief Valve PSI Lift Cylinder Diameter. Bore Rod Tilt Cylinder Diameter. Bore Rod Lift Cylinder Stroke Tilt Cylinder Stroke 7.8 gpm (29.5 l/min.) 2490 psi 2.0 in. (50 mm) ].25 in. (32 mm) 2.0 in. (50 mm) 1.25 in. (32 mm) 19.10 in. (485 mm) ]7.72 in. (450 mm) 11 gpm ®2630 rpm 2630 psi 2.25 in. (57.1 mm) 1.4 in. (35 mm) 2.5 in. (63.5 mm) 1.4 in. (35 mm) 21.65 in. (550 mm) 20.1 in. (510 mm) f 'Fnr IrgLf nnrk only. Slrci~rrnfiarrs suhjrtf to drmrrr. ' Tmrfnr HyrirnuliCs ' Ertrrrrnl HyArnulics LB400 LA450S LA480 LA650A QUICK-ATTACH QUICK-ATTACH QUICK-ATTACH QUICK-ATTACH L2850 L3250 L2050F/DT L2050F/DT L2900 L3450 L2'i50F/DT L2350F/DT L3300 L3650 ISPE6 FROM L3EOOT WfFH (SPECS FROM LR`ODT Wmf -16 FRpYT nRES, &16 FRONT nRES, 11231 REAR TIRF51 13.6)b REAR rIRE51 92.1 in. (2340 mm) 92.1 in. (2340 mm) 97.2 in. (2470 mm) 101.4 in. (2575 mm) 72.4 in. (1840 mm) 72.4 in. (1840 mm) 76.4 in.{1940 mm) 79.9 in. (2030 mm} 25.8 in. (655 mm) 25.8 in. (655 mm) 26.4 in. (870 mm) 27 in. (685 mm) 41 degrees 4l degrees 41 degrees 40 degrees 63.4 in. (1610 mm) 63.4 in. (1610 mm) 61.8 in. (1665 mm) 65.6 in. (1665 mm) 21 degrees 21 de ees 20 degrees 24 degrees 7.9 in. (200 mm) 7.9 in. (200 mm) 3.9 in. (100 mm) 6.7 in. (170 mm) 51.6 in. (1370 mm) 51.6 in. (1310 mm) 51.6 in. (1325 mm) 55.1 in. (1400 mm) 46.5 in. (1181 mm) 46.5 in. (1181 mm) 48.5 in. (1230 mm) 48.6 in. (1234 mm) 40.9 in. (1039 mm) 40.9 in. (1039 mm) 39.9 in. (1010 mm) 41.1 in. (1044 mm) 22 in (560 mm) 22 in. (559 mm) 19.2 in. (490 mm) 24.7 in. (627 mm) 60 in. 60 in. 60 in. (1524 mm) 60 in. (1524 mm) ~. ~.a- .. S82 lbs. (400 kg) 88216s. (400 kg) 105816s. (480 kg) 12131bs. (550 kg) 16531bs. (750 kg) 1653 lbs. (750 kg) 1951 lbs. (885 kg) 2094 Ibs. (950 kg) 3.1 sec. 3.2 sec. 3.2 sec. 4.1 seg. - 1.8 sec. 1.8 sec. 2.6 sec. - 2.8 sec. 3.2 sec. 4.5 sec. 2.4 sec. 2.3 sec. 2.3 sec. 2.4 sec. 1.7 sec. 1.6 sec. ].6 sec. 1.8 sec. 5.8 gpm ®2800 rpm 5.8 gpm ~ 2800 rpm 78.0 gpm (26.4 I/min.) 8.0 gpm ~ 2600 rpm 2220 psi 2133 psi 2490 psi 2250 psi 7.75 in. ].T in. (94.5 mm) 1.75 in. (45 mm) 2.0 in. (50.8 mm) 1.25 in. 1.25 in. (3].8 mm) ].25 in. (32 mm) ].2S in. (31.E mm) 1.75 in. ].T in. (94.5 mm) 1.75 in. (45 mm) 2.0 in. (50.8 mm) 1 in. 1 in. (25.4 mm) ].25 in. (32 mm) 1.25 in. (31.8 mm) 17.72 in. 17.7 in. (450 mm) ] 7.72 in. (450 mm) 19.1 in. (985 mm) 17.72 in. ]7.7 in. (450 mm) 17.72 in. (450 mm) ]7.7 in. (450 mm) Loaders QUICK ATTACH QUICK-ATTACH L2250F/DT L2250 Tractor Lz550F/DT L2550 L2650DT L2650F/DT/DT-W/GST Application L2950DT Lz9~t1F/DT/DT-W/GST /SPECS FROM VSiOdf WlRi ]~U ntOM TIRES. IIS-71 REAR TIRESI A. Maximum Lift Height 95.0 in. (2415 mm) 97.0 in. (2464 mm) B. Clearance with Attachment Dump 75.5 in. (1920 mm) 76.5 in. (1943 mm) C. Reach at Maximum Height 26.7 in. (678 mm) 27.0 in. (940 mm) D. Maximum Dump Angle 41 degrees 49 degrees E. Reach with Attachment on Ground 61.9 in. (1570 mm) 61 in. (1549 mm) F. Attachment Rollback Angle 21 degrees 18 degrees G. Digging Depth 6.3 in. (160 mm) 4.5 in. (114 mm) H. Overall Height in Carry Positior. 51.6 in. (1310 mm) Sb.6 in. (1438 mm) Tower (upright) Pivot Height - 52.2 in. (1326 mm) Distance from Front Axle to Bucket Pivot 40.4 in. (1025 mm) 37.8 in. (959 mm) Distance from Upright Pivot to Front Axle 20.9 in. (530 mm) 21.5 in. (546 mm) Material Bucket Width 60 in. 61 in. Opera Iona Lift Capacity at Full Height 992 lbs. (450 kg) 10701bs. Breakout Force 18631bs. (845 kg) ]7701bs. Raising Time to Full Height Without Load 3.2 sec. 3.5 sec. Lowering Time (power down) Without Load 1.8 sec. 2.3 sec. Lowering Time (floating) Without Load 2.4 sec. - Attachment Rollback Time 2.3 sec. 2.4 sec. Attachment Dumping Time 1.6 sec. 2.6 sec. Hydraulic - -_ ~ - Rated Flow 6.7 gpm @2500 rpm 6.8 gpm Relief Valve PSI 2488 psi 2490 psi Lift Cylinder Diameter. Bore 1.75 in. (44.5 mm) 1.75 in. Rod ].25 in. (31.8 mm) 1.0 in. Tilt Cylinder Diameter. Bore 1.75 in. (44.5 mm) 1.75 in. Rod 1 in. (25.4 mm) 1.0 in. Lift Cylinder Stroke 17.7 in. (450 mm) 21.125 in Tilt Cylinder Stroke 17.7 in. (450 mm) 18.575 in. 'For light nrork and y. SprriJirattons subject to change. 'Trnctur Hydraulics ' Frtrmal Hydraulics -' Requir,•s hydraulic a::;, rsion kit Jor these applirntions. B1640A LA301 LA350A LA351 QUICK-ATTACH QUICK-ATTACH QUICK-ATTACH QUICK-ATTACH B5200FJ DT B6200E/DT/I-IST B7200E/DT/HST Bi550E/DTiHST B1700E/DT/I-IST B1750E/DTiHST B2100DT/HST B2150E/DT/HST B2400HST/HSDB (SPECS FltOM BISSOOr W fTH ISPECS FROM TISOOT wIIH au FRaerr nRes e~z nwr~rr naFS, gie Rena nRes~ . iz+ia REAR nResi 69 in. (1759 mm) 70.5 in. (1790 mm) 84.4 in. (2145 mm) 70.5 in. (1790 mm) 53 in. (1360 mm) 52.0 in. (1320 mm) 65.6 in. (1666 mm) 51.6 in. (1310 mm) 19 in. (500 mm) 25.4 in. (645 mm) 19.9 in. (505 mm) 25.0 in. (635 mm) 42 degrees 45 degrees 39 degrees 45 degrees 43 in. (1095 mm) 51.0 in. (7295 mm) 50.01 in. (1273 mm) 52.0 in. (1320 mm) 22 degrees 24 de$r~ 26 degrees 24 degrees 9 in. (230 mm) 3.7 in. (95 mm) 6.5 in. (165 mm) 3.7 in. (95 mm) 46 in. (] 175 mm) 45.7 in. (1160 mm) 46.2 in. (1173 mm) 45.7 in. (1160 mm) 39 in. (991 mm) TBA 41.1 in. (1044 mm) TBA 23 in. (584 mm) TBA 29.3 in. (744 mm) TBA 22 in. (579 mm) TBA 29.3 in. (744 mm) TBA 42 in. `~ in• 50 in. 50 in. +~~~ ~" ~,_:~~ .,-.c~ .... ~ 4r`~f'.~4+.~'~~ ~c. a. : ft :: ~ 7~~ ~ ~~:~'r°y~~t ~;. T~r e~s. ~:x '~f~,~^: ~ a ~ 1 ~~ r ~ ~i`~ ~. S„1 6001bs. (23] ka) 66016s. (300 kg) 838 lbs. (380 kg) 7701bs. (350 kg) 9701bs. (440 kg) 11501bs. (520 kg) 144216s. (654 kg) 1335 lbs. (60° kg) 3.6 sec. 2.9 sec. 3.3 sec. 3.3 sec. 4.6 sec. TBA 2.2 sec. TBA 7.8 sec. 2.3 sec. 4.0 sec. 2.6 sec. 2.05 sec. 2.0 sec. 2.3 sec. 2.7 sec. 1.98 sec. 1.6 sec. ] .3 sec. 2.0 sec. :, 4 gpm @2500 rpm 5.8 gpm (221/min) 6.2 gpm @2500 rpm 5.8 gpm (221/min) 1450 psi 1920 psi 1636 psi 1920 psi ].5 in. (38 mm) ].50 in. (38 mm) 1.75 in. (44.5 mm) 1.75 in. (44.5 mm) 1.13 in. (29 mm) 1.25 in. (31.8 mm) 1 S in. (38 mm) 1.50 in. (38 mm) 1.75 in. (44.5 mm) ].75 in. (44.5 mm) 1 in. (25.4 mm) 1 in. (L.4 mm) 16 in. (406 mm) ]2.70 ln. (307 mm) 17.7 in. (450 mm) 11.40 in. (289 mm) 76 in. (406 mm) 13.00 in. (330 mm) 17.7 in. (450 mm) 13.00 in. (330 mm) Loader Tractor Application A. Maximum Lift Height B. Clearance with Attachment Dump C. Reach at Maximum Height D. Maximum Dump Angle E. Reach with Attachment on Ground F. Attachment Rollback Angle G. Digging Depth H. Overall Height in Carry Position Tower (upright) Pivot Height Distance from Front Axle to Bucket Pivot Distance from Upright Pivot to Front Axle Material Bucket Width Lift Capacity at Full Height Breakout Force Raising Time to Full Height Without Load Lowering Time (power down) Without Load Lowering Time (Floating) Without Load Attachment Rollback Time Attachment Dumping Time B1620 B1630C QUICK-AITACH RIGID MOUNT B4200 DT B7100HST 70 in. (1778 mm) 53 in. (1346 mm) 26 in. (660 mm) 40 degrees 41 in. (1041 mm) 24 degrees Sin.(127 mm) 4] in. (1041 mm) 37.4 in. (950 mm) 23 in. (584 mm) 20 in. (508 mm) 40 in. 67.7 in. (1720 mm) 51.5 in. (1308 mm) 20.25 in. (514 mm) 46 degrees 48.3 in. (1227 mm) 28 degrees 6.7 in. (17] mm) 45 in. (] 143 mm) 39.2 in. (997 mm) 29.6 in. (752 mm) 17.7 in. (450 mm) 48 in. 450 lbs. (204 kg) 510 lbs. (231 kg) 7501bs. (340 kg) 780 lbs. (354 kg) 4.5 sec. 4.6 sec. 3.3 sec. 4.5 sec. 4.8 s=_c. 8.0 sec. 2.5 sec. 2.0 sec. 2.2 sec. 2.0 sec. ~: <• Hydraulic •~_ .: •- Rated Flow Relief Valve PSI Lift Cylinder Diameter. Bore Rod Tilt C}~linder Diameter. Bore Rod Lift Cylinder Stroke Tilt Cylinder Stroke 2.7 gpm ~¢ 2600 rpm• 1450 psi 1.5 in. (38 mm) .75 in. (19 mm) 1.5 in. (38 mm) .75 in. (19 mm) 14.56 in. (370 mm) ]4.56 in. (370 mm) 3 gpm ~ 2500 rpm 1450 psi 1.5 in. 1.12 in. 1.5 in. 1 in. 16 in. 16 in. 'For light nvr4 mdy. SµriJirntiuns ;uG/rd fo rl:nnge. 'Trnrtor HyArmifirs ' E~fnnnl HyArnulirs The MI275 economy front loader features aquick- attach design and the full subframe helps to distribute v<~eight equally to the tractor frame. The M1275 loader provides easy access for servicing and utilizes the tractor hydraulics. A standard joy stick gives you full control of all front loader operations from a single lever. The M72751oader is designed for the M80 Series and comes with two bucket options, 72" and 84". The M1410 Kubota front loader was designed for the M80 series. Made for top efficiency, it lifts heavier loads and moves more material. This loader provides easy access for servicing and utilizes the tractor hydraulics. The standard joy stick gives you full control of all front loader operations from a single lever. This loader comes standard with self-leveling, quick-attach mainframe and quick-attach coupler for interchanging between attachments. Two loader buckets are available, 72" and 84". Optional attach- ments include bale spear, pallet forks and hay grapple. M1275-Economy Front Loader M14f0-Quick-Attach Front Loader Kubota Front Loaders M-Series Quick-Attach Front Loaders M1000 and LA 1001 Quick-Attach Front Loaders The M1000 and LA1001 front loaders have many features for all your needs; quick-attach design, controls are convenient and easy to operate, easv access for sen•icin;, utilizes the tractor hydraulics and comes with a bucket level indicator. The quick- attach design means no tools required to mount or to remove the loader and the parking stands are standard equipment. A 72" bucket, standard or quick- attach is available. The M1000 and LA1001 front loaders can be used in a variety of construction and agricultural applications. M1000 front loader is designed for the M-1030, M5030 and M6030 tractors and the LAl00l loader is a match for the M-f700 and M5-F00 tractors. M1250 Quick-Attach Front Loader The M7250 loader is designed for the M7030 and MS030 tractors with quick-attach features. Standard equipment include; a grill guard, 4-Bar bucket link- age, bucket level indicator and parking stands. An optional power beyond valve with joy stick control, lets you have full control of the bucket ~+•hile the boom is in float position. The full subframe design helps to distribute forces equally to the tractor frame, preventing unnecessary stresses, and thus contributing to the tractor longevity. 4950A Ouick-Attach Front Loader to LA950A loader is aquick-attach design requiring ~ tools for mounting or removal. The L3750, L4150, 1350 and L4850 tractors use this loader for a variety farm, construction and commercial applications. ie loader's hydraulic flow system makes it possible operate the bucket dump or roll back and, at the me time, move the boom up or down -all by aerating one lever. Depending on the job, order a ~ndard 70" heavy duty bucket or a 70" heavy duty icket. The LA950A loader comes with grill guard id is designed to allow easy access when the tractor ,eds servicing. LA1150A Quick-Aftach Front Loader The LA1150A front loader is well balanced and specially designed for the L5450HDT-W. This loader has aquick-attach design and requires no tools to mount or remove the loader. This loader uses the tractor's hydraulics for quick cycle time and is the perfect match for all your farm and utility jobs. A single-lever for control and easy to reach from the operator seat. A 70" or 72" optional bucket is available for the job at hand. Kc~~ofa Front Loaders L485 Quick-Attach Front Loader The L4S~ front loader is designed for a eariety of application; including farm chores, light utility work to commercial use. This quick-attach design requires minimal use of tools to loosen ttco mounting clamps and a parking stand is included. Kubota's distinctive hydraulic vah'e makes it possible to operate the bucket dump or roll back and, at the same time, move the boom up or down. There are tieo loader buckets available, a 60" heavy-duty round back bucket and a 60' standard square back bucket. The L43~ front loader is designed to match the L2250, L2i~0, L2650 and the L29~0 loaders. LB400 Ouick-Attach Front Loader The LB-100 is designed for light dot}' farm and land- scapeapplications and is matched to the L2050 and L23~0. The LB~00 is aquick-attach design, but does require the use of minimal tools. Controlled with one lever, it is possible to opemte the bucket dump or roll back and at the same time, mote the boom up or dottn. ,_ ti •. -~ l ~' ; -, ~ - F~ :~ ' ~: { -1 LA650A Ouick-Attach Front Loader For farming and commercial needs, the LA6~OA front loader tits the job. The L28i0, L32~0, L3950 and L36~0 are the tractors to match this quick-attach loader. The LA650A loader is ,yell balanced and easy to operate Stith a single-lever control Calve. Easy to attach and detach in minutes with no tools required. With this loader comes a standard bucket or an optional heavy duty bucket. The LA6~OA is com- patible with RC72-28 mid-mount mower. LA480 and LA680 Quick-Attach Front Loader The LA430 and LA630 quick-attach front loaders are designed and performance matched for the Grand L-Series. These front loaders can be quickly attached or detached by a single person without tools in just a fet~• minutes. The nets quick-attach system uses 4 Tench pins for easy removal. All movements of the front loader -raising or lowering the boom, roll-back and dumping of the bucket, dumping while raising the boom or roll-back and dumping while towering the boom -are controlled b_t' the simple motement of a single Teter. Versatilih' is increased with a tariety of loader attachments, including a standard bucket, heats duh~ bucket ,light material bucket and pallet forks. :. '. -A301 and LA351 Quick-Attach Front Loader 'he LA301 and LA351 front loaders are designed for ~asy access for tractor servicing and the quick-attach lesign requires no tools for mounting or removing he loader. Parking stands are provided as standard ~quipment. A single control lever operates all move- nent and the control valve remains on the subframe after the loader is removed. The LA301 and LA351 oaders have mid-mount mower mounting capability it the same time with the loaders. The LA301 front oader is designed to match the 61700 and B2100 ractors and the LA351 fits the 82400 tractor. LA350A Quick-Attach Front Loader the LA350A loader and the B2150 tractor are a perfect match. This quick-attach design requires no ools for mounting or removing the loader. A parking ;land is provided as standard equipment. One lever unction is easy to operate and easy to reach from the operator seat. An advantage «•ith this loader is that :he RC60-276 and the RC72-8 mid-mount mower can ~e quickly installed when the loader subframe is in place. L-Series Front Loaders LA450A Ouick-Attach Front Loader The LA450A quick-attach loader has an easy design for attaching and detaching with no tools required. Ideal for all kinds of loader work, from farming and -ight construction to commercial uses. Made fer the L2250, L2550 L2650 and L2950 tractors, the LA450A loader is easy to operate with a single lever. There are tcvo loader buckets available, a squareback bucket and a heavy duty bucket. Choose the job, then choose the bucket needed. The loader subframe is compatible with a variety of mid-mount mowers when mounted on the L2250, L2550, L2650 and the L2950. LA450S Ouick-Attach Front Loader The LA450S front loader is especially designed for the L2050 and L2350 tractors. Together they make an ideal combination for a variety of front loader work in farming and construction. The quick-attach system lets you attach and detach the loader within minutes, requiring no tools for removal. Kubota's distinctive hydraulic valve makes it possible to operate the bucket dump or roll back and, at the same time, move the boom up or down -all controlled with just one lever. Kubota Front Loaders B-Series Front Loaders 81620 Quick-Attach Front Loader Th,~• fi}110 i<d~•si,nvd h,ravnpatihlr implement muuntin~•, x~ that tine (il~~_'u (nna Inadcr and the RC.1 }- 4'_ mid-mount m,m.~~•r Can br mounted on the trader at the same tim<°- The uniyur tnx~t loader yui,k-att,xh >c,tem allu~r, 'taa nnnmtin:; of the Ii1~,3U kith ~ lift capa:ih~ o[ -1,i1 Ihs- A~u tuub arc r~-yuircd- :A lift arn~. stand hdp, po,itiun the loader boom fur dricim, i~; and under the front loader ~~ ith no helper nrudcd. : yII hwdcr mocemcnb. am artr trolled he a :in~lr h•t~er lV~hen ndra>ed, the leeer automatica!It' n•turn, to the neutral position; this pi[I11Ih the loddcr t~~ be--?IUp pei~ In 1R1~ pO91hUn ~~ bile treeing th~• operator', h; nd fur t*ther task . B1630C Rigid Mount Front Loader ~I he L~lltl11 ItiD and the 13U,3i~C bunt header arc t.~ell ,ui'cd (or all h'pe> of job,. l\hrl. i,>impliGc~+, bt~ a me.:m of a ,in~lr-Ircer cnntrul t~,ilt~e and a special reunen~tirr cuccit prori~ie> optimum bucket dump t~n,~ tn~n~ minimum hedrauli: fief`: Operates fn,m tr.~,;u: I;~,iraulir> lhi~ loader i~ annpatihlr kith the I:( ~ . -I R and R~bJ-,-I B mid-mount mnwrr,_ B1640A Ouick-Attach Front Loader The Iiln~U:1 Enmt 6~adcr i, dc,i~nr~i to match thr B=~?0~1f' ' DT, f;t,~UUk[ ' l) I 1 1>T, E-?~ tt~l_ - I) f l l~ 1, BG~i~E/DT'l lti~,u~d the fil'~uf- U. f I~1 trach~r,. Ot solid can>tnrtion and cell-b.ilancc, this luadcr'n ~~ ork i, ~imp!itied b~~ nn~an> of a .inelr-]ccrr contnd ~al~c :\~},rcialrc,encratierciruitpn~~idc, optimum bucket dump timr from minimum h~~draulic flute. "1 hr Blr, 4~):A luad~•r ha, mid-mount nnncrr mounting capabililc at thr>amc tinn• tcith the luader_ C~pcratc, h~mt the tract~~r hcdr,ndic,. R ~ '- Specifications trowel L3600DTC _. L42000STC ' ' _ /WD ~ GST (4WD) EngIM . _, - - _ - TYDe _ ~ ~ _ E-TVCS. hM'recl injetlgn, vertical. 6quidtookA 4tycle dwwl Erpine yoas power - ~ HP (kW) - - .38.5(28.7)' - ~ ~ 46.3(33.8)' .. ... Ergine net power HP (kW) ., 35.7(28.8)' - -~ 12.0(31.3)' ~ PTO power . '. -_ - . ~ _ HP (kW) - - 31.0(23.1)' 37.0(27.6)' ~ ~ No. of cylinders _ _ - 4 .- _. - .. 4 .. 'Bore Bavdca ~~ ~ In.(mm) ~ - - '- ~ 3.1x3.6 (BOz 92,4) ~ ~ 3.4 x3.8 (87x 92.4) Total dispbwment _ ~ - cu.in, (cc) ~ ~ ~ _ - 113.3 (7857) ~ 131.1(2197) Rated speed - rpm 2600 - _ 2600 - - . . Banary _ - _ 12V, RQ 137 min., CCA: M7A ~ - ' Fuel tank capadlY US qe1. (r) _. ~ 9.2(35.0) ~ .... - - _. -~ Airckuner .-. - - . ~ - Dry type. dual sbmenb - - _- _ ~. ~ _ - . -_ PTO .. . _ _ ,- .. .. _ - -: .. - r.. Rear PTO - SAE 13188 ap0ne (lvhh overrunning clulNt) _. ._, -- ... - 16peed: 540 rpm _ Type . ;_ Intlependent ". Mid PTO - - '. Stamfard (USA NO.6 invdtde spline) ~ ,_ , Not avaTebb - -- - -- Ravdutbn _ ~ 15peed: 2000 rpm - ~ Hydnullc ~ ~ _ _. _ ~ ~ _ . - '.. . Lift control type: Position - Standard Drah - _ Option - 3poinlhitch - - Gregory I LM caDacaY at 24 in. behind ~ Ds. (kg) 2310 (1050) -' " '-- TravNlingBystem ~ - - Tnnsmission F.S.T.'~1 wiUl seep l6F/16R GST w9h seep l6F/16R Steering - Hydrostatic power aeerirg - . - - . Brake _ Wet disc type ' Clutch ~ pYtYPe sin9b sb9e Standard the slze'e Front 8.316 Rear 11.9-24 Tmelllny Speeds (al rated engine speed) ~ ' No. of speeds 16 Forward 16 Reverse First mph(km/h) (Creep) (Main) (Creep) (Main) 0.10 (O.i6) 0.91 (1.45) 0.08 (0.15) 0.83 (1.33) Second 0.14(0.23) 1.29(2.06) 0.13(0.27) 1.18(1.89) Third 0.23 (0.37) 2.09 (3.34) 021 (0.34) 1.97 (3.06) Fourth 0.3a (0.55) 3.08 (4.93) 0.32 (D.50) 2.82 (1.52) . FiRh Si th 0.1910.78) 4.38(7.00) 0.15(0.71) 4.01(6.42) x Seventh 0.69(1.11) 8.1919.90) 0.6{(1.02) 5.87(9.07) Ei hty 1.13(1.60) 10.01(16.07) 1.03(1.65) 9.21(14.73) g 1.66(2.66) 14.81(23.74) 1.52(2.44) 13.80(21.76) Dlmemlwr Overall bnglh (w/o 3P) in. (mm) 118.9 (3020) Overall width (min. Vead) in.(mm) 82.4(1585) Overall height in.(mm) 85.8(2175) Wheat base in. (mm) 71.1 (1806) Min. ground cbarar~ce in. (mm) 15.0 (380) Tread Front (Front tire) (8.318) in. (mm) 45.5 (1155) Rear (Rear tire) (14.9-24) in. (mm) 46.5 (1190) _ 472 (1200) , 512(1300) ' - 57.1(1450) _ 6C.9 (!545) MIn.Wminp radius (w/bnke) feet (m) " 8.5(2.8) Weight Iwltlt GD) M. fk9) 34W (1560) ~ ...__ -' ... _. 3495 (1585) -. - , :. ...: - The comparry reserves me rigor ro mange Me active speci/icationd wiNOUr notice. •ManWSCtue'a sannan. fa your da!ery. KUB07A SVOnpyrecommerMS me use o/e Rdl Over Protective S'!rucruras (ROPSJ •nfW SyrzNanaaMan snddnume TianErraddM. dnd deaf Deer in d/mO4f a/BppeLd liM4. •eK~dpra o1IFE lMNds ppypni La2000STC is not Iw sale la use in Nebaske. '~'~ ~~~~ Backhae is not compatible with GL Cab Models. ~ With Front Loader, use L2076 Joystick Control for GL Cab Models. KUBOTA TRACTOR CORPORATK)N K.:;qty Tractor Dapwduor., 3dpt pa' Amo Bouknard. Torrance CA 90503 Te! (310137033]0 Weston Draszm 6665 Harder,very RO ,Stockton, CA 95215 TN (209)9315051 Cent~a: D.v2on 13760 Bencnmad Drrve. Farmers Branco. Teas 7523a Tei (2!a; 2av5900 7+ortnern Dw2on a38 /ACCormrk&+O. Caumbus.OH g2t3 Tei (6t4i 858.1278 Sou!neas: O+~sta+ 7025 Norn BrOp'• Parkway. Suwanee, GA 307 7a TN (ape) 9958355 fn. NO 3100-01-U6 inmee n JeWn D. R%'94-$EY. Double~Cone Synchro-Shuttle (Fully Synchronized Main and Shuttle Transmission) Faster, smoother direction changes between forward and reverse are easy with Kubota's new Double-Cone Synchro-Shuttle. Simply depress the dutch pedal and move the shuttle shift lever bads and forth to improve operating performance all around. With Kubota's advanced synchro mechanism, troth forward and reverse are very dose to the same speed, which greatly assists in front loader work. The doublecone design makes shifting lighter, and is the first in this doss. L3600DTC The L3600DTC is equipped with the new Synchro-Shuttle and Fully Syn- chronized main Vansmission with 16F and t6R speeds. The Synchro-shuttle is the first in this class of Vactor to utilize the Double-Cone Synchron¢ers. They provide more Synchro-adion of the gears for easier shifting, since the main shift lever is fully synchronized, shifting up or down is easily accomplished. L42000STC The L42000STC is equipped with Kubota's exdusive Glide Shift Transmis- sion (GST) for ciutchless operation with 16F x t6R speeds. Whether changing directions with the synchronzed shuttle or shifting 1st through 8th gear no du[ch- ing is required. The Glide Shrft Trans- mission (GST) is a hydraulically shifted fully synchronzed mechanized Vans- mission. Ideal for applications requiring frequent stops or direction changes. Nec~ GST Seled Kubota's new Glide Shift Trans- mission and you have clutchless. shift- on-theyo operation. This hydraulically shifted mechanical transmission increases your productivity. Just move either the shift lever or shuttle lever. The hydraulic dutch pack is automati- caliydisengaged, the transmission shifts to the right synchronzed gear, and the hydraulic dutch pad< engages again. The hydraulic dutch pack offers pres- sure rise conVd characteristics for bw speed shiftino (neuVal through 4th gear) and high speed shifting (5th through 8th gear). Advanced hydraulic techndogy allows the new GST quids shifting wittt minimal power loss between 1st and 8th gears, and between forward and reverse, all without using the Gutch. This kind of smooth, quids, shock- resistant shfting enhances operating precision and minimizes turf damage from the Gres during mowing. Reduced power loss also means more engine power for the job at hand. Fully Synchronized Main and Shuttle Transmission The Grand L Series Fully Synchronized Main and Shuttle Transmission provides ease of operation. It allows you to shift on the go between forward and reverse or any of the four speeds in the main Vansmission. Simply depress the dutch pedal, shift and go. There is no need to come to a complete stop. High and low ranges provide eight speeds forward and reverse. Fast Travel Speed The Grand L Series Vavels faster from one work site to the next to greatly improve the efficient use of time for operations. Creep Speed The Grand L Series cab models otter a weep speed as standard equipment. The creep speed provides speeds as slow as 0.10 mph for planting and spraying applications. Trovelinp speeds when mounted whh 14.9.24 rear llres (L4200GSTC) Main Gear 5 10 15 snm icnVh s io a 20 t fi Forward 2 is iteverse 3 a 5 6 7 b ~ ~ ,3 i ,~ ~~ `'' ;~ ~ ~' ~ ' ,1' 1 `AK Implement/ Attachment Chart '. ITEMIMODEL L3600DTC L4200GSTC FRONT LOADER LA660 LA620 SQUARE BACK BUCKET L1 742V L17<?A ' HEAVY DUTY ROUND BACK BUCKET L!7-:3A L77:3A i WIDEJLIGHT MATERIAL BUCKET L 171;0 L1750 ', PALLET FORK FRAME L2077 L207; ~, SPRING FORKS K?0^6 K90<6 '' JOYSTICK WITH REMOTE VALVE L?076 L2076 STD VALVE L207b L2076 MID MOUNT MOYlER RC7?3c N'A REAR FINISHING MOWER RCF?77 RCR7? BACK HOE HLa590 BLt630 ROTARY TILLER FL 102!CF?C F i. i?T C;RC FL'S?tC 6L57C BL50C E~_fi0C Fu52tC POST HOLE DIGGER B'~_60A DLfiOA BO%SCRAPER LT5<, L7~60 L7S'6, I .Li Sc5A. L7676A L7-,5:. FRONT/PEAR SNOY/BLOWER ~J .,, &~~.v FRONT BLADE T ( ~ 7 H A d aT-. .~._T-.. ..-v c.: ~y .~ . ' Implement Compatibility ~:. ~~. ".1 v~. . ~r Enclosed Muffler and Exhaust Pipe Both the muffler and the exhaust pipe are fully enclosed inside the engine compartment This makes forward visibility excellent, enhancing operation. Air Geaner System The Kubota Grand L Cab Series features a dual elements air cleaner that is designed to purge itself of heavy dirt particles. It's just one more way these Vactors reduce the time you have to spend on maintenance, freeing you to get more productive work done. PTO/3P/4WD Independent 540 RPM PTO The hydraulically actuated independent PTO provides on demand PTO power. The PTO engagement lever smoothly engages the PTO shaft providing smooth power to the implement. The PTO brake stops and secures the PTO shaft in a stopped position when PTO lever switched neutral. Mid PTO (L3600DTC) The L3600DTC is also equipped whh amid PTO to provide power to the 72" mid-mount mower or other front mounted implements. The PTO brake shuts down the PTO shaft when PTO lever switched neutral. 3-Point Hitch The large capacity hydraulic pump and cylinder provide powerful lifting capadry for the 3-point hitch. This albws you to use a wider range of implements. The responsive position contrd lever ensures accurate and srnodh linkage positioning. A shock-resistant conVd valve cushions the 3-print hitch before to stopping while being raised. This provides smooth and accurate lifting of heavy implements. 4-Wheel Drive whh High Clearance The superior Vachon and pulling power of 4-wheel drive increases working eft~ciency in almost any condition. Kubota's original front wheel drive bevel gear assures smooth, full power transfer to the wheels at any steering angle. This integral design, combined with a strong one-piece front axle case, improves durability, particularly with heavy front Bader work. The 4WD system's 55° steering angle and compact differential ensures that the Grand L Series achieves aground clearance as high as 2WD tractors. Large-Diameter Gutch Operating efficiency a improved, partic- ularlyduring heavy front loader work, with the large capacity, large-diameter clutch. The clutch in each Grand L Series model offers superb heat radation characteristics to help h whhsfand the effects of heavy-dory applications- Their large size and design extend Gulch the and reduce maintenance costs. IMPLEMENT Fmnt Loader The front Bader offers a precise balance between ease of operation and powerful titling force. In fad, Ihting force has been raised almost 5%compared to current L-1 models and to competitive Vactors in this class. All movements of the front loader-raising or bwering the boom, roll-back and dufiping of the bucket, dumping while rai~ng the boom, or rdt- back and dumping while lowering the boom-are conVdled by the simple movement of a single lever. The valve incorporates a regenerative dump dreuit for fast bucket dumping. There are two choices for conVd valve: The joystick conVC rrxwnted to the right fender with cable conVOls to the valve mounted on the loader sub frame. (when the front Bader is detached, this remote joystck control remains on the Vador); or the direct connecting valve with conVd lever mounted to the right side frame of loader. Versatility is increased with a variety of loader attachments including a standard bucket, heavy~]ury bucket, light material bucket, and pallet forks. Ouick, Easy Loader Mounting and Detaching You can easily attach and detach the front loader wittakn tools in just a few minutes. So now you can switch quickly and simply between the front Bader and other implerrrents. This greatly contributes to your overall operating versaUlhy. Kubota Grand L Series tractors make your ~4~ork highly productive and ef~ciente ~~a~~~~ ~.- ~. ;~ ~; ~`'' ~~' ~. E®TO/~S ihr~e Vortex Combustion S;51em o,,~~ ~ s,.:: ~ s, ~.;~~.,; NlOTICE OF ILLEGIBILITY ILLEGIBILITY OF SOME OF THESE DOCUMENTS IS DUE TO THE POOR QUALITY OF THE ORIGINAL. THE FAULT DOES NOT LIE WITH THE CAMERA OR ITS OPERATOR. .~~~. it---~~ ~~ ii ~`'° ii ,~~%~/ wyW W~p~n ~. --~ 4 ComfoR.:!;I~~ ppr_~- for s Seat ~:~~H; Rr~'rau[~bi^ Sea! nr.a and Colur Cody-1 Controls l~' o4y, Exrxllent Visiblllty The Grand L Series cab nbdels one- piece tinted windshield offer excellent viability all around. Incorporating inno- votive technobgy has made rt possible to irxxease rigidity while at the same time making the window homes the thinnest possible. This provides a wider viewing area during operations. Curved glass in both rear corners ensures a viewing area of 360 degrees. Forward visibility is enhanced by eridosing the muffler and exhaust pipe inside the engine compartment. Whether you're chedting the position of the front Gres or the operation of rear implements, the full viewing area makes operations smoother. The Kubota Grand L Series cab features a speaal double rear window design. The upper rea-window can be opened and comes pre-drilled for installation of an optional rear wiper. The bwer rear window is provided for viability of the 3-point hiV.h and draw bar Air Conditioner Kubota's use of afull-function air con- ditioner with HFC-734a refrigerant, a dehumidifier, and heater provide com- fortablecooling and heating all day bng, no matter the weather condiGoru outside. Power Steering Hydrostatic power steering is the balanced type, with one cylinder and two rods, making a easy both turn and to drive straight. Steering remains easy for front loader work and during operations where loads are applied to the front wheels. This super straight driving ppa- bility means that your operations go Smoothly without worries about steering. The cylinder is internally mounted above the front axle to help prevent any possi- ble machine damage from obstaGes. ~y Checker' Wth the Easy Checker° instrument panel you can increase your work efficiency by monitoring engine condi- tions on [he go. Engine speed, engine operating hours, fuel level and coolant temperature can be eaaly verified with a quick glance. A hghly visible ekx:trical charge lamp, parking brake indicator, air leaner indicator, engine al pressure lamp and preheat indicator keep you alert to other operating conditions. Quick-TiR Steering Wheel The GR steering wheel albws any oper- ator to individually select a comfortable driving positon. The angle lever atknvs easy positioning of the steering wheel and locks rt in the designated poaGon. This features also makes getting on and off the Vector easier. Kubota makes operation easy in a roomy, comfortable workspace. The Kubota Grand L Series is designed for maximum comfort and operating performance. Integral design improves your maneuverability and driving comfort. Noise and vibration are kept as low as possible. This all adds up to more room for the operator and more comfortable operation, even after tong hours on the job. And more comfortable operations means more productivity. Turn Signals and Hazard Lights i.. ~s .. .,~ _ . .., .. Stop Lights and Tail Lights .._.. F_ .,~ . _. .~......,,.... . ... _,., ., _ .. .. c:.~.co: _ _~ I ~ ....., - ~ ~.. _~ ~"~_~ ~.... NOTICE OF ILLEGIBILITY ILLEGIBILITY OF SOME OF THESE DOCUMENTS IS DUE TO THE POOR QUALITY OF THE ORIGINAL. THE FAULT DOES NOT LIE WITH THE CAMERA OR ITS OPERATOR. .... it--~- ^i ~ i~ ^i ~~ i~ ,~%~~/ w.wp~ WnpM u M~Rf~W 4 a' Integral Cab The Grand L Series integral cab offers exceptionally quiet comfort because d is an independent structure completely separated hom the engine compart- ment. The cab is sealed and sound- proofed tominimize noise and it's ROf'S approved for safety. The full-floating ISO mounted rubber cushion minimizes deck, seat and steering wheel vibration. With krvu noise and vibration levels, operator fatigue is reduced even after prokxiged operations. [3ig workspace is built in, thanks to the flat deck design, which makes getting on and off the tractor easy as well. Two Steps to Two Doors The conveniently kxxted steps and doors albw easy access to and from the cab on either side. This design is especially helpful when you operate the tractor in tight work spaces or in wet, muddy conditions. Door key locks on both doors provide an extra measure of security for your tractor. Front and Rear Windshield Wipers (Front: standard. Rear. optiortal) To help make sure your overall visibility is clear in bad weather, the Grand L Cab Series provides both front and rear windshield wipers. This helps you adjust implements efficiently regardless of outside conditions. The top-mounted design of the wiper arm motors keep the wipers out of the way when you're not using them. Work Lights (Front: starxfard, Resr. oPtiorbl) The Grand L Series provides both front and rear work Ights that alkrv you to work efficiently in the dark. You can conveniently switch the work Ights on and off from inside the cab. The work light beams are adjustable in all directions: up, down, left and right. Dual Hydraulic Remote Valves Kubota's double action au>aliary hydraulic contrds let you operate the implements effectively from inside the cab. The contrd levers are beside the operator's seat and sealed into the cab structure itself, further helping to reduce noise levels from the outside. The integral cab's superb design helps keep the operator protected from the elements. Kubota's fully integral cab keeps you comfortable and productive. Kubota's integral cab models are now available for the first time in the world for tractors in this class with full-size tractor comfort. This deluxe cab is super-quiet, at 81 d6(A)', and Cesigned to keep you comfortable and productive at all times on the Job. Cxcellent ail-around visibility, low noise and vibration and a wide range of accessories make this spacious cab an outstanding feature of your Grand L Series tractor. Data inspecteA at CCC Rcgulatlons. ~_ ,y "_ -- ~~ ;~ i ` a1r ~~~~ ~~G :. .~~lii CQi i ~.. jCi li c:C ~~l i~J .. ~i~i ~1~~. cumfort v` : `~, ~~ , inb~~;'a~ Ca': ,L ~ ~ l :r ;_: l~ ~. ` / ~: ;;" . _,. i~ 1; ti .. Tom. ..~~` .,~. - f~ ... J ~ ~~ ~ ~ i i ~ ~ ~ 1' • .~ _ i ~~ i~.r 4 ..~ s ~~~~. ___..._ i ~r>.-.. ~,~e ny; r w; °'~.~~ . 4 ~~~~~ t r~ ~ ~J~' ~ ~ l~~ j~l~~ s ~z i~ ~~~ ~ l Jx4 ~ iL~~.. X ' z~~ z x~:;= r f .~': ~~~ .,', ~` '~~ `~ .., ~ S~ ~ L :.+;8: x' t ,~' _ ~ ~ ~ i / •li• ~, `rFr ~y `/// Coastal Equipment Systems, Inc. 5287 New FGngs Road Jacksonville, Florida 32209 (904) 921-9824 (800)275-3880 Fax (904) 924-9335 GOLF COURSE -LANDSCAPE - COMMERCL4L MAINTENANCE -LIGHT CONSTRUCTION EQUIPMENT JOHN DEERE AND KUBOTA -SALES, PARTS, AND SERVICE DATE: December 15, 1997 SHIPPING DATE TERMS: This dfvb..esmw. r~elwbw~r~.awin:n i«+(iW a+r+ City of Atlantic Beach 6vmm°di1i' ~uq~°.apc.`a.a~b~.~mianmra'ana 1200 Sand i er Lane mos~b«r«canm.a.c.awp~rwsnmpw.~. P P Atlantic Beach, FL 32233-4361 Phone: 247-5818 Fax: 247-5819 QUOTATION Quantity Description Price KUBOTA LA680FL FRONT LOADER SPECIFICATIONS: - Maximum Lift Height = 102.4" - Clearance With Attachment Dump = 80.3" - Maximum Dump Angle = 40 Degrees - Material Bucket Width, Maximum = 70.3" - Lift Capacity At Full Height = 1,499 Pounds - External Hydraulic Kit - Simultaneous Operaticn Between Lift And Bucket Cylinders With Single Lever Control Operation. - Bucket Level Indicator - Lift And Tilt Cylinder Diameter And Lift And Tilt Cylinder Stroke Shall Be Sufficient For Lifting Full Bucket With No Loss Of Speed On Loading And Unloading Performance. Above prices are F.O.B.: Delivered All applicable taxes and fees to apply Quotation accepted (wstome~: Coast/na~l Equipment Systems, Inc.: ey: 0,?lGL ~~~ Dick Schwalbe Coastal Equipment Systems, Inc. 5287 New Kings Road Jacksonville, Florida 32209 (904) 924-9624 (800) 275-3880 Fax (904) 924-9335 GOLF COURSE -LANDSCAPE -COMMERCIAL MAINTENANCE -LIGHT CONSTRUCTION EQUIPMENT JOHN DEERE AND KUBOTA -SALES, PARTS, AND SERVICE DATE: December 15, 1997 SHIPPING DATE: TERMS: n+earaawu~.^ea.*a~abw~r+xe.w~.~^M^(i~a~. City of Atlantic Beach Gan tl~udW. wa"w.°pcc""""°~tla`a°"y'~w"°'~"d'°''"'° 1200 Sand ~ er Lane nw.. m .rt«x m u,. dw aaNpnwt am pw~r. P ~ P Atlantic Beach, FL 32233-4381 Phone: 247-5818 Fax: 247-5819 QUOTATION Quantity Description Price '~ I:L'BOTA L4200 GSTCA TRACTOR SPECIFICATIONS: Engine Type: ETVCS Indirect Vertical Liquid-Cooled 4-Cycle Diesel 42 Borsepocrer Total Displacement: 134.1 Cubic Inches/2197 CC Number Of Cylinders: 4 Cylinders Bore 6 Strike: 3.4x3.6(87x92.4) Transmission: Fully Synchronized Main b Shuttle Units Bydraulic: Implement Pump - 7.8 GPM or 29.5 Liters Dimensions: Weight -With ROPS CAB = 3,495 Lbs. Or 1,585 Kg. Maximum Overall Width = 118.9 Inches Or 3020 Millimeters Maximum Overall Length = 62.4 Inches Or 1585 Millimeters Above prices are F.O.B.: Delivered All applicable taxes and fees to apply Quotation accepted (customer): Coastal Equipment Systems, Inc.: Dick Schxalbe r Coastal Equipment Systems, Inc. 5287 New Kings Road Jacksonville, Florida 32209 GOLF COURSE -LANDSCAPE -COMMERCIAL MAINTENANCE -LIGHT CONSTRUCTION EOUIPMEIJT JOHN DEERE AND KUBOTA -SALES, PARTS, AND SERVICE DATE: December 15, 1997 SHIPPING DATE TERMS: Th's aRerb sW 4nods a~peGb W,w's aowpfrw within ten (10)dsys Cit of Atlantic Beach hom tly Eab. AY awab P~ aw ~uqb b cxrq. wiNpR oaks. anC Y @nsekdrW antM d~M dsltiprtrti Na~prwsi. 1200 Sandpiper Lane Atlantic Beach, FL 32233-4381 Phone: 247-5818 Fax: 247-5819 QUOTATION ~~ Quantity Description Price TRACTOR DESCRIPTION -Kubota L4200 GSTCA Tractor With A 680FL Front Loader (904> 9249624 (800) 2753860 Fax (904) 9249335 ;27,260.00 - 4 Wheel Drive Nith Factory Cab (A/C and Heater) - Glideshift Transmission With Synchro Shuttle And 16/Forward/16 Reverse - Hydrostatic Power Steering - 4-Cylinder Diesel - 45.3 Gross Engine Horsepower - 37 YTO Horsepower - Independent PTO - Turf Tires: Front - 27x8.50-15 Rear - 41x14-20 - 70" Light Material Bucket Above prices are F.O.B.: Delivered All applicable taxes and fees to apply Quotation accepted (customer): Coastal Equipmen/t Systems, Inc.: Dick Schwalbe BID N0. 9798-8 - Oh'E (1) TRACTOR WIT$ FRONT-E\'D LOADER MAP.E nA'D YODEL BID: Kubota L4200 GSTCA Tractor With A TOTAL PRICE BID FOR ONE (1) TRACTOR WZTH FRONT-END LOADER; 27.260.00 -Tbt.P.IILY=3.2YEn-Thou¢and Txo A ndr d i / jDollars) SUBMITTAL; Coastal Ecuioment Svstems Inc BIDDER BY Dick Schxalbe 5287 Ne_ wKings Road BIDDEE ADDRESS .Jacksonville FL 32209 CITY, STATE 6 ZIP CODE DATE: December 15 1997 /.-~l~ ~G7~G~ S GNATURE Sales Representative TITLE 904-_924-962 BUSINESS TELEP$ONE CONTACT PERSON• Dick Schxalbe PONE NUI•~ER: 904-924-9624 r Request For Bid For Tractor Page 5. BIDDERS LIST 1. Coastal Equipment Systems, Inc. 5287 New Kings Road Jacksonville, Florida 32209 924-9624 FAi:: ~4-9335 2. Superior Tractor Company 5353 West Beaver Street Jacksonville, Florida 32254 781-9011 FAX: 781-0130 3. TRESCA Tractor 4827 Phillips Highway Jacksonville, Florida 32202 448-8070 FAX: 448-2725 4. Duval Tractor 2346 West Beaver Street Jacksonville, Florida 32209 387-3140 FAX: 387-0366 5. Pilot Equipment Company, Inc. 9531 Florida Mining Boulevazd Mandazin, Florida 32257 268-6711 FAX: 268-1803 AGENDA ITEM NO: ~ C COMMISSION MEETING DATE: ~' Zf'o ' 9g CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: BID FOR ONE TRACTOR WITH FRONTEND LOADER FOR SEWAGE PLANT SLUDGE DRYING BEDS SUBMITTED BY: Robert S. Kosoy/Director of Public Works' Tim N. Towsend/[Ttility Plant Division Director DATE: January 20, 1998 BACKGROUND: Bids were opened on 12/17/97 for afront-end loading tractor to replace the current 1986 Kut~t.: Tractor Model 355S used to unload sludge from the wedgewire file sludge beds at the City's Wastewater Treatment Plant. Invitations to bid had been sent to all local tractor dealers. The specifications were generic with the exception of the tractor's dimensions (weight, height, length). The proposed vehicle could not weigh more than 4,000 pounds. This requirement was due to the construction of the sludge file media on which the tractor must drive. Any more weight and the very expensive file media will sustain damage. The only bid received was from Coastal Equipment Systems, Inc. The last time an invitation to bid was held for a tractor for the sludge management system at the sewer plant was in 1986. There were only two responses to the 1986 bid letting. One of these vendors has subsequently discontinued representing their small tractor manufacturer. Because of the size of the tractor needed for the City's sludge management system, the situation limits itself to one manufacturer, which is Kubota. RECOMMENDATION: Award the bid to Coastal Equipment Systems, Systems, Inc. for a Kubota L4200 GSTCA tractor with a 680 FL frontend loader (70" light material bucket) for 527,260.00 ATTACHMENTS: Bid form and REVIEWED BY CITY from Coastal Equipment Systems sr tractor Iaw : ~aaaraw >tlroocsAllt, lac. cg agar aa, w!f •C-]17PMCL - CuagvLtiuw G PlOCaulaeim ~1 lg/L C-]17aNC Coagulatlm~ i Ploewlaelm 1 p/L -117Pip11 Coagulatioq 4 Flotoulatlm ~~11 p/L -211PM04 Coagulatlm i Plocculsetm F1 ap/L 931M10 Coagulation i t1veCYlalSOA 1 p/L -R11yipN Coagulation i Floeeulatioq 1 a0/L C-l91 Coagulation i FleaeulacieA 0,7 p/L -l10 Coapulstloa 4 Flacavlatlm },~/L -196 Coagulation i F1ocCltlaC100 1 ap/L -7l1 CoepuletioA i f1000V1aC10A ~1 p/L -l00 ceayulaefen i cleooulaclm 1 aV/L _~~~ Ceagulstia. i FlocoulatlOA .1 ap/L C-711 Coaguletion i F10eCVlalSOq 0! ag/L C-1t3 coagulation i Ploceulatim 1 ap/L C-]!4 COigulstion - F1oeCYlatim 1 •0/L -]/S CoagulatioA i F1000V1ai10A 1 ng/L olyactyle.lde Ptoduoea cazellSed D/ NSF Inca[o-ilowl cowply vicA 40 CFA 111.111 zaQaiceregte !O! ~itaa! raa4Yi aD4 Aoae. r N8Y InCSS711-Cional (196E) Oi7SC*a*- LIETTIIPO Thla le n careitieotion by NSF that these produeca oenterr eo tlia eaquizaaanu oL NSt Standard 60 - DzintiYg Macai TifiUYaC C'hralmL -Health LELatn ahia is your Oiticlal Liatia0 as ra hove !t on record ae thla tLaa. lose 1/, 1997 CCi O/ LgafCatal ilp70flf2f9~ IqC. f.0• f@ ffal CALL CClSO 2iS9f-SLiS)a !L .11751-5501 ttlaaa htl • i 9ia tbaa10a1/ ' ypl 'IzaOs DesifDaCifn function Uala 1 (Dialiyldimecyylaamontum CGiozida/(pMDN1C) ' -201 toagulecion 4 t1o000llUon SO ap/L -101 Coagulation a tlocculatlan f0 ag/L -105 eoegulseion i ^loaeulacion 50 ao/L -)OS Coagulation E tlovoulalion if aq/L -aoa toagulaelen i Flocculstion !! tg/L -405 Coapulacloe i eloaaulaeiea }S ay/L QazL1LLWLlaa L 4aaaa on a manlYYq oartyorar of SO up/L d~ONaC poiy.r;. ly~slnls 01 toagulrtlon i flocculation 10 f9/L -SO/ COaOUlatial i FleoCn1aL10n 20 f9/L -511 toagulation i Flooculatioa 20 a0/L -511 Coagulation i TlOCCUlecion 70 tq/L -S1S coagulation i Floceulaeion 10 aq/t ~Olysiaaa neteltisa dy MSP tnutniti00a1 Co:gly rlth a0 C;a 111.111 ;aQ11LN/aW 10t *[cla! fOfOfat ana dwa. -lYa aa~ f 7 vat 4la~ltal/ llsn 2rada DaaigaatlOp Function ~ Oho olyaezylavalda -111fItOL coagulation i llocculatiem ! o9/L -i11PN0 illtwml Caapulacien i tlocaal-eimi •1 rQ/L -ili9igL Coagulaeion i tloeoulaciw 1 >Q/L -711i5p eoegulaeion R Tloetvlation 1 fg/L -i1S5SlOp Coagulation 4 P1occYlatl~ 1 ay(/4 -?lflMOL Ceagulaefon L flaaaulatlen 1 h q y~ •/ice tosgulatlon • [ i ti fletcnlscioa 1 /L yc-139LMGa wgu a on i Floavlltlen 1 rQ/L 11iPIp1 1 ~ C Coagulation i tleeealatlm 1 aq/L . ]15tN0 4 C Coagulation i Flooevlatigl 1 aq/L 11aM1a11 4 ~ ' twgulation i tloecuLcion 1 aq/L Cwghleelan i zlaavalatlm 1 ap/L ~atlauN r fags ] NYilctoaa caouoe fi dada 5'a Thll Lltclog Ml t f;Lr fral~clon~ b 1Mt ssflo 4 FAG@1: LC-801 - LC-805C SERIES MSDS RCRA Status of Unused M3<ett2lifDiSC2rded: Not a "Hazardous Waste". Hazardous Waste Number: NA Reportable Quantity (EPA 40 CFR 302): NA Tlreslald Planting Quantity (EPA 40 CRF 355): NA Tows Ctrerrical Release Reporting (EPA 40 CFR 372): NA WYNS and NFPA Ratings: HMIS NFPA tiealUl - 1 1 Flar'mabily - 1 1 Reactirity - 1 1 Spedal - B N/A The information and reconunendations are offered for the user's consideration and examination, and it is Ll,e user's responsibility to satisfy itself that they are suitable and complete for its particular use. If buyer relabels this product, legal counsel should be consulted to insure proper health, safety and other necessary information is included on the container. LeahChem Industries, Inc. provides no warranties, either expressed or implied, and assumes no responsibility for the accuracy or completeness of the data contained herein. The above information complies with OSHA's hazard communication standard 20CFR1910.1200. The standard must be consulted for specific requirements. PAGE 3: LC-eDl - LC-eo5c sexles MSDS 8. PERSONAL PROTECTIVE EQUIPMENT Resp'radoryProtection: If misty conditions are encountered, wear NIOSH approved organic filter respirator. 3 EyaSandFace: Splash-proof yoggles if liquid contact is possible. Do not wear contact lenses. Hands, Arms and8ody: Rubber yloves and full work clothing. Add protective (rubber) clothing if splast~iriy or repeated contact with material is likely. OOrerCbOdngandEquipmenC eye wash recommended. 7. PHYSICAL DATA PhysicalSfafs: Liquid (At Normal Conditions) Appearance and Odor: Milky wtrite liquid, Slight oryanic odor. BoNng Point -loo°c Specific Gravity (w.~t): 1.02 Melting Paint - o° c Vapor Pressure (mm FIpQO'C): > 0.13 Vapor Density (Ai•i): NA Solu6iirylnWaler(%byweiglit): - 58 pH: NA % Volatiles by Vdume (7.20'L~: ND Evaporation Rafe: ND (Butyl Acetate=l) (Ether=l) !. REACTMTY DATA StaWgly : Stable ConditionsbAvdd: NA Incompatibiity (MaterialsbAvoid): Oxidizing agents -may cause exothermic reactions. HazardousDecortipositionPralucls: Thermal decomposition expected to produce carbon oxides, various nitrous oxides and some HCL vapors. 9. NAZARDOUSINOREDIENTS Hazardous Components: Hazard Daly NA 10. ENVIRONMENTAL Aliphatic Ityrdrocarbon Dagradabity: ND Aquatic Tonicity: ND OctarnYWaoer Partition Coefficient ND Waste DisposalMBOads: Incineration and/or disposal in chemical landfill. Disposer must comply with federal, state and local disposal or discharge laws. 2 PAGE 2: >;,c-eol - Lc-eosc settles MSDS 3. HEALTH HAZARDS Inhalation: Mist, if formed, may irritate respiratory tract. Ingestion: May cause discomfort. Skin: May produce mild irritation to eyes. PrimaryROUtesofExposure: Eyes and Skin PemtissibleConcenlfationinAir: None published for polymer. Unusual ChronicToxicily: None known. 4. FIREAND EJ(PLOSION HAZARDS Flash Point > zoo° e. PNCC Auto-IgnitionTenperature: Nn Flammable Limits in Air Unusual Fire and (%byVolumC): ND ExpbsionHazards: See decomposition products. 5. PRECAUTIONSAND PROCEDURES FueExtinguishingAgenlsRecommended: Foam, carbon dioxide or dry chemical. FueExtinguishingAgentstoAvoid: water may cause extremely slippery conditions. Special Fire Fighting Precautions: wear self-contained breathing apparatus. Solutions of product are extremely slippery. Ventgation: Local exhaust - if misting occurs or if oil vapors are 100 ppm. Natural ventilation - adequate in the absence of mist. NormalHandting: Avoid cc::tact ::ittr skin, eyes or clothing. Do not inhale mists. Use normal personal hygiene and housekeeping. Storage: Store above tl~e freezing point of water and no hotter than 90 degrees C. Keep away from sources of iynition. SpiAOrLeak(ALWAYSWEARPERSONALPROTECTIVEEOUIPMENT): immediately cover with clay, soil or other available absorbents. Sweep up or strovel into metal or plastic container. Close and store as above. Contain large spills by forming dike with absorbent, then proceed as above. Water may be used to complete cleaning. Disposal: As anon-hazardous liquid waste, it should be solidified with clay, sand or soil so that no free liquid remains before disposal. SpeaalPrecautions! Procedures/Labellnslrucbons: Product rolutions are extremely slippery. Keep away from freezing! Signal Ward: "CAUTIOIJ!" ) LEAIICHEM 1NDUSTItllsS,1NC. 1. GENERALINFORMATION MATERIAL SAFETY DATA SHEET TRADE NAME CAS NUMBER LC-801, LC-802, LC-803, LC-804 69418-26-9 LC-805 AND 8000 SERIES CHEMICAL NAME ANDIOR SYNONYM CATIONIC POLYACRYLAMIllE IN WATER-IN OIL EMULSION MOLECULAR FORMULA PROPRIETARY MOLECULAR WEIGHT > 2,000,000 COMPANY DETAILS - PYSICAL ADDRESS BILLING ADDRESS LeahCfvan Industries, Inc. LeanCnem Industries, Inc. 4640 CaAe Colo P. 0. Box 5504 TdusviYe, FL 32780 Titusville, FL 32783-5504 PHONE NUMBER FAX NUMBER LASTISSUEDATE CURRENfISSUEDATE (407) 269-6510 (407) 383-7942 AUGUST 1, 1995 2. FIRST AID MEASURES Eyes: Immediately flush with water, continuing for 15 minutes. Immediately contact a physician for additional treatment. Skin. Flush with plenty of soap and water for at least 15 minutes. If irritation persists, yeC medical assistance. Inhalab00: Remove to fresh air. Seek medical attention if necessary. Ingestion: Do noC induce vomiting. Give water and immediately contact a physician. CAUTION: If conscious, Having trouble breathing or in convulsions, do not induce vomiting or give water. LEAHCHFiVt I~IUUSTRIES, INC. i ~ °- - .. G f.~,?a~ n ]]~6? T~CnnIC~l DNr• LC-801 LC-801 is a high cha-ge, hiyh molecular weight cationic polyacrylamide supplied as a concentrated emulsion. TYPICAL PROPERTIES Ionic character high cationic Active content ql$ Viscosity (as supplied) 800 cps Viscosity (0.5$ solution) 900 cps pH (1$ solution) 5.0 Recommended use concentration 0.5$ Specific Gravity 1.02 APPLICATIONS LC-801 is recommended for use in water and waste treatment applications as a settling agent, in dissolved air flotation and sludge dewatering in centrifuge and belt press applications. PACKAGING AND 9AtiDLING LC-801 is pacY.ed in 55 gallon non-returnable steel drums, 975 pounds net; in liqui bins, 2200 pounds net; or in bulk. Recommended storage time is six months maximum; and product should be protected from freezing. Toxicity is low Lut normal precautionary clothing should be worn when handling this material. For additional information, see relevant Material Safety Data Sheet. WARRANTY All information, recommendations and suggestions given herein are believed to be reliable. However, as use conditions are not within our control, we cannot assume any responsibility for use of our products, nor is freedom from any patents implied. 1/89 4 PAGE 4: LC-e0o MSDS RCRA Status o(Urauad Material dDiscarded: Not a "Hazardous Waste". Hazardous Wads Nurtrber: NA Reportable Quantify (EPA 40 CFR 302): NA TMeshoid Plannirp Quantity (EPA 40 CRF 355): NA Toxic ChariCal Release Reporting (EPA 40 CFR 372): NA HMIS and NFPA Ratings: ~ fPA Fteagtr - 1 1 - 1 1 Reactivity - 1 1 Special - N/A N/A The information and reconunendations are offered for the user's consideration and examination, and it is tt,e user's responsibility Co satisfy itself that they are suitable and complete for its particular use. If buyer relabels this product, legal counsel should be consulted to insure proper health, safety and other necessary information is included on the container. LeahChem Industries, Inc. provides no warranties, either expressed or implied, and assumes no responsibility for the accuracy or completeness of the data contained herein. The above information complies with OStiA's hazard communication standard 20CER1910.1200. The standard must be consulted for specific requirements. 3 PAGE 3: LC-eoo NSOS 8. PERSONAL PROTECTIVE EOUIPNENT RespirabryProlection: If misty conditions are encountered, wear NIOSH approved organic filter respirator. Eyes and Face: Splash-proof goggles if liquid contact is possible. Do not wear contact lenses. Hands,AmtsamdBody: Rubber gloves and full work clothing. Add protective (rubber) clothing if splashing or repeated contact with material is likely. Other Clogting and EquipmenC Eye wash recommended. 7. PHYSICAL DATA Physical state: Liquid (At Normal Conditions) AppearanCeandOda: Milky white liquid, Sliyht organic odor. Belting Pdnt: -loo°c Specific Gravity (watar<t): 1.02 Melting Point - o° c Vapor Presstre (mm FIa20•CJ: > 0.13 (OII.) Vapor Density pvRt): - 6.3 (OIL) SdttbxitybtWater(%byweighq: SE pH: NA %Vdab7es by Vdttme (zzo~c): ND Evaporation Rale: ND (Butyl Acetate=f) (Ether=l) 8. REACTIVITY DATA ShbtYly : Stable IncompalibDly (Maledals b Avoid): Conditions to Avoid: NA Oxidizing agents -may cause exothermic reactions. HazardousDt:compositionProducts: Thermal decomposition expected to produce carbon oxides, various nitrous oxides and some HCl vapors. g. HAZARDOUS INGREDIENTS HazardousConportents: Cationic Acrylamide Copolymer (not hazardous), Hydrocarbon Oil (CAS M64792-47-8) very low oral toxicity, Oral LD50 rat: 39q/1000q, NIOSH TLV: 350 mg/cubic meter. Proprietary Surfactant, < 52 Low oral, dermal toxicity. Moderate skin irritant. Eye irritation. Nc TLV established. Harard Daly NA 7g. ENVIRONMENTAL Degradability: ND but tray present toxicity problem. AquNicTo:ricity: ND OctartoVWader Partition CcefficienC ND Waste Disposal Methods: Incineration and/or disposal in chemical landfill. Disposer must comply with federal, state and local disposal or discharge laws. 2 PAGE 2: Lc-eoo MSDS 3. HEALTH HAZARDS Inhalation: Mist, it formed, may irritate respiratory tract. Prolonged exposure to oil component can cause central n>rvous system depression, headache, dizziness and possible loss of co„sciousness. Ingestion: May cause disco!nfort or gastroinCestinal disturbance. Low oral toxicity. Skin: May cause irritation to sY.in and eyes, especially after prolonged or repeated contact. Prirt!arYRoutesOfExposure: Eyes and Skin PermissibleConcenlrationinAir: Mone publisl!ed for polymer. UnusualClronicToxicily: Nonc known. 4. FIRE AND E)(PLOSION HAZARDS FlashPdnt > zoo° e. Prfcc Auto-lgnitionTemperature: ND Flammable Limits in Air Unusual Fire (x byVdar!e): UPPER: ~ 6.0 L04+ER: ~ 1.2 EzpbsionHazards: See decomposition products. 5. PRECAUiIONSANDPROCEDURES FireExtinguisfmngAgenLsRecommended: Foam, carbon dioxide or dry chemical. FueExtinguishingAgentstoAvdd: water may cause extremely slippery conditions. SpedalFaeFightingPreCautions: Wear self-contained breathing apparo:us. Solutions of product are extremely slippery. Ventilation: Local exhaust - if misting occurs or if oil vapors are 100 ppm. Natural ventilation -adequate in the absence of mist. Normal Handling: Avoid co,!tact with skin, eyes or clothing. Do not inhale mists. Use ncrmal personal hygiene and housekeeping. Storage: Store above the freezing point of water and no hotter than 40 degrees C. Keep away from sources of ignition (open flame, sparks). Spill orteak(ALWAYSWEARPERSONALPROTECTIVEEOUIPMENI): Immediately cover with commercial or other available absorbent. Sweep up oz shovel into metal or plastic container. Close and store as above. Water may be used to complete cleaning. Large Spill: Dike up with same material. Mop up or pump into sane container and so forth. Disposal: As a non-t,azardous liquid waste, it should be solidified with clay, sand or soil so that no free liquid r;:nains before disposal. Special Precautions! ProcedureyLabellnstructions: Product solutions are extremely slippery. Keep away from freezing! SionalWord: "CAUTION!" L LEAllCIIEM INDUSTItIIsS, INC 1. GENERALINfORMATION MATERIAL SAFETY DATA SHEET TRADE NAME CAS NUMBER LC-800 69418-26-4 CHEMICAL NAME ANDIOR SYNONYM CATIONIC ACRYLAMIDE COPOLYMER IN HYDROCARBON OIL MOLECULAR FORMULA MOLECULAR WEIGHT PROPRIETARY N/A COMPANY DETAILS - PYSICAL ADDRESS BILLING ADDRESS LeahChem IndusOries, Inc. LeahChem Industries, Inc. 4640 Cale Corto P. O.Box 5504 Tdusvi8e, FL 32780 TiWsvlle, FL 32783-5504 PHONE NUMBER FAX NUMBER LAST ISSUE DATE CURRENiISSUEDATE (407) 269-6510 (407) 383-7942 JANUARY 1, 1995 2. fIRSTAIDMEASURES Eyes: Immediately flush with water, continuing for 15 minutes. Immediately contact a physician for additional treatment. Skin: Flush with plenty of soap and water for at least 15 minutes. If irritation persists, yet medical assistance. Inhalation: Remove to fresh air. Apply mouth-to-mouth artificial respiration if not breathing. Get immediate medical assistance. Inpesti0n: Do not induce vomiting. Get medical assistance. LEAHCHENI INDUSTRIES, INC. P~~:_ :gyp rr q•n -, " ~ i!z] V!NME bq:: ~ ;--... , • .. c.a 1~J I, )9J-'ui T~tnnlc~l D~1~ LC-800 LC-800 is a medium char7e, high molecular weight cationic polyacrylac,iide supplied as a concentrated emulsion. TYPICAL PROPERTIES Ionic character Active content Viscosity (as supplied) Viscosity (0.58 solution) pH (18 solution) Recommended use concentration Specific Gravity APPLICATIONS medium cationic 368 800 cps 1300 cps 5.0 0.58 1.02 LC-800 is recommended 'for use ire water and waste treatment applications as a settling agent, in dissolved air flotation and sludge dewatering in centrifuge and belt press applications. PACKAGING AND HANDLING LC-800 is pac'red in 55 gallon non-returnable steel drums, 475 pounds net; in liqui bins, 2200 poun•is net; or in bulk. Recommended storage time is six months maximum, and product should be protected from freezing. Toxicity is low but normal precautionary clothing should be worn when handling this material. For additional information, see relevant Material Safety Data Sheet. All information, recommendations and suggestions given herein are believed to be reliable. However, as use conditions are not within our control, we cannot assume any responsibility for use of our products, nor is freedom from any patents implied. 1/95 1lElrLltl:[VCLS Nmuo: DArIY7NA In;ncu, r.ItrY or P.O. l70X L~lsl Address: bnrincln ulsncn, FL 32115_-2451 (904) Tclephuuu Nu.: ( 1 25u-3150 Celltucg JAY Tllliltl7l'I' !`18111e:___.DEKALB COllclfYr GEORGIA Addn:ss: DECA7VRr GA 30034 (770) 'fclepiwllcNu.; ( 1 981-2900 Cuulucl; S'I'EVE BARRENfINE N8111e; CLG7IRWA'1'Elt Wn,71'13 l'LANl' 3290 STA'1'L ItUAU 580 AddcesS: SAFL•'PY IIAItBCdt, LPL 34G95 '1'clephuucNu.:(( ll )dG"l.-GGGO Natue; OrtANGE COUNfY 8100 PRESIDENTS DRIVEr SUITE D Address: ORLANDO, FL 32809 (407) 'fclephunc NO.: ( ) a36-6B57 CVlrlacl: KEN GILMOIiL•' CuulacC JENRY OOTTON •~'. ii:~ . '. .:~ t •.~.. ..CL""' • t, .i. .. 7i. :'.• 1, •r. ~:.:; '~; LIAHCHEM INDUSTRIES, INC. P.O. Bos 550e • 4rr10 Carle Corl¢ Tilusvise. Fbride 327¢3.5501 ~. ' Ph:me N07) 269-6510 - " ~' ' ~ ~ FRX: (~U7) 393d9d2 J 1'1\ 1"li\Ik:IV'1' OF lIV'1'k:li4:S7' e1N U It@:l~~lt!':IVCl:S 'Plus stalewurt of iwcrest is issucJ e•r. UY/02/97 by Le:dlChcw hlJusllies, 61c. of the above address. We arc i0leresleJ in parlicipuling in UiJ II9G9'/-JU iu the Cily of Allaulic Ueach,l'IuriJa We Iwve been io Ihr Cosiness of u.auulurawiug polyurer pwrlucls useJ in waslawalar plank arld hnve bear i¢ the pulynlcr Cosiness since our iacmpulaliuu by the Stale of 1°IVIIJ¢ vu hebruary 23, 1973. We havu very well uaiucJ, cuuymleal pasunncl, Whu have bw;u saviciug, arld ara luwwlalgeablo hr Uds IieIJ. following is a pai liar list of plains which we :uc pr csalUy supplying, ur Iwve supplied w the past. 1. City ul'Uayluna, hL, Juy'1'hurull 904/258-314J 2. Uunit¢ Spliugs Ulililies, Lw., Uub'1'Iwnuuu 941!992-0711 cx1202 3. City oCClwnvulcr, kar Gilnwre 813/462-0000 Our S¢les Iteprc.eulalivc is Wayuc UeGaunu, who has over 2U years of lime hl business arlJ relaleJ business, mul may Cc rcacheJ at the above lclephwre uuurber slrJ whose uRice is lucatal at 4W0 Calla Curlu,'filusvillc, 1~L J278U. Uur polymer wauul:rcuuing Iucaliu rs arc in Glcarsbwu, NC; ltia;buro, CA; OrIatlJv, FL; !'earl IUver, LA; Culuulbus, GA; Wcsl Mauplris, :rlt; Uuhiuwrc, AIU, uuJ'1'ilusvillc, fL. We hava low lu high charge, aI1J IV N lU hlgh IIIVIe'Wlal" WClghl CaI11)IIIC eIIIUISIUIr pV1y111CIS USGI fUI bell plusses, Ivlury sawus, plalc and lianrc presses, cenuilirgcs, anJ lyyiwl Jusagcs eau vary Gwn SU ppm lv 300 ppm Jepeudiug un the applicalivn auC sluJge cundiliuus. We also have low w high ch¢Ige wliuuic dry pulyvlcls whidl wu be used in the sane appGu.licrw u above. We Iwve wnla Cased cuagul¢nls, useJ in pmablc wale' bcalnwul auJ inJusuial waste systems. Uvsages eau range lium S ppw IV SUU l)IIIII.'IIIC WagUla1115 Imlgl` f1V1r1 lVW lU lagh GlwrgC End IVW lU lagh IIIVIC{:Vlar WClgllle. KerllreUrE.lle(ialuw, VicePlcsidcul smart ~ .~~-a S~grralura - Uala -- 6. Based on infornetim aryl telief, the :,taken~t whidi I have madded below is lZ1H lfl mlahim t0 the entity atmitting this sworn statehnt. (Irdioate wtudi statsrait applies.) X Dither the atity st.i~nittiry this sworn stateirnt, roe any of its officers, ditsotas, executives, Lsrtrecs, dkxdnlders, erplv~, neibers, or agErnts who are active in the nertaga~ent of the atity, rcr ary affiliate of the entity tes heal dsrged with and oa~vici;ed of a p~hlic aitity Qiae aisegaalt to July 1, 1989. 'ifie entity si~nitting this sworn stater=nt, or me or rtoce oaf its officers, directs. exaatives, partners, sltlx~nlde~s, eiplvreas, ma~bers, or agaiYs who are active in the nat~gacslt oaf the a~ity, or an affiliate of the aitity has been de<9ed with arcl arnvic~ed of a puklic a~tity Q.irte aiaseciaalt to July 1, 1963. 2fie er~ity s~inuttiry this avow staten~t, or ore cr mxe of its offices, dired~ixs, e~aeativaa, partrers, ~iardnlders, erployees, netbers, or aga~ts wtio are active in the narege[ait of the entity, cr an affiliate of the artity has heal derga3 with and arnvic*ed of a phlic a~tity ¢i~m a.~segiat tv July 1, 19E7j. H~ac~, tFnere has bean a sieegnant Lzornedirg txfcce a Haarirr3 Cffiea of lice State of Floricl n, Uivisim o9 Pdninistrative H3arirr}s and the Firnl Cyder ettaed by the Hearing Cffioer ~~ormirrx] that it wa3 rot in the pnbl.ic interest tD place the entity sltrnitt:irg tftis sworn stats~nt rn the oTVicted vadx List. (attadn a aPY of the firnl ¢~) I [)NDHtSTAL~ID THAT T8E SUBMISSION OF TlIIS FORM TO THE OONrRACTING OFFICER FOR THE PUBLIC ENTITY IDFNrIFIED IN PAItAGitAPll 1 (ONE) A80VE IS F'ON THAT PUDLIC 1?NrITY ONLY ARID, THAT THIS FORM IS YALIU 7lIROUg1 ULX73ilil9t 31 OF TEIE CALL•NUNt YEAR IN WHICN rr IS FILED. I ALSD UNDERSTAND THAT I AM R[J¢1IR[•ti 10 INFORM 1NE PUBLIC ENPITY PRIal TO @TrLRING INrD A OONTIItACr IN EXCESS OF TILE THRESFXN,U AMOUNT PROYIDED IN SECPICN 187_017. FLORIUA STATUTES FCR CATEOatY TWO OF ANY CHANGE 1N TEIE INFORMATION OON1'AINED IN TEAS Fail. (~ - (~ ) WAYNE H. DeG O, ASST. VICE. PRESIDENT 9txni to and ahea'ibed before ~ this 19 ~ of NOVEMBER ~uY ~~ _ X CR Prcrlved i~ifi®tirn (type of id~tifi®tiai) ~ 97 ~/2- 1LGc. ~- lJ~ ~Lr ~~t l Notary Rblic -State of FLORIDA Form PUR 7058 (Rev. 06/11/92) canmissimad rare of rotary p~ialic) SWOF:N SlA'1'Gr1ENP IRiDFIt SECPIGN 287.133(3)(A), FLO[tIDA STATUTES, ON PUBLIC ENTITY CRIMES THIS FORlf MUST BE SIQIIy 1N '1'lIG PRESFNCi: OF A NQTARY PUBLIC OR OTHER OFFICER AUTHORIZED TO AI)tlINISTHt OATHS. 1. This sworn statement is sulxrritted to CITY OF ATLANTIC BEACH by WAYNE H. DeGARMO, ASST. VICE PRESIDEN4' (~~ mare of the piblic artily) (print in3ividal's rune and title) for LEAHCHEM INDUSTRIES, INC. (print nave of artily srtuittirg svrczn slateisrt) whose business address is 4690 CALLS CORTO MAIL- P. O. BOX 5504 TITUSVILLE, FL 32780 TITUSVILLE, FL 32783-5504 and (if applicable) its Federal [Snpioyer Identification (FEIN) is 59-1438145 (If the entity has no FEIN, include the Social Security number of the individual signing this sworn statement: 2. I rrdFrstarrd that a "pcl~lic nitiLy crime" as c}efinx~ in E~rajraph 287.133(1)(9), Flcric~ Stalzfi~, rt®rrs a violatirn of xry state cr Lo:~ral law ty a cr~r with exec-t to and directly related to the transactirn of prsiness with any pdalic aiCily or with an agcy or pclitical atdivision of any other state or of the [rota] States, inrludiry, luC rnt limited tor, arry bid or orrrtract fcr pooch or servio~ to be provic~d to arty pdolic artily ar an aysr-y Ur political srizlivisiai of arry other state cr of the (kited Stag and irnolvirg antitrwt, frets], UreLC, Lribeiy, w;lcsim, radceteeriry, o~iracy, orneterialmisc~artation. 3. I und?istard that "o7nrictal" a- "ocrrvitr:on" as c)`finod in Par~rapFr 287.133(1)(b), Florid Statutes, means a firdinrj of yuilt a a uawiction of a pblic arCity ¢ine, with or without an adjrrlication of guilt, in arty fedora] or state trial cost of cemrt] relatLg to dv3rges bcou3trt by irdictrrart of infanatirn alts July 1,1989 as a result cL a jury verdict, rrnjury trial, cx entry of a plea of cpiilty or rnlo arntadere. 9. I rrderstard that an "affiliate" as defined in Paragraph 287.133(1)(a), Florida Statutes, Irmrs: 1. A a - oL a pecsT o7rvictal cf a prbl.ic entity ¢ilre; or 2. An entity trder the oTtrol cf cry nabxal pers~r wlo is active in the rtsragerart of the artily arc] vtro has bear o>rrvicted of a ptl~lic artily ¢vre. the teen "affiliate" lncl~ those offiepss, directors, exewtivm, Eartnas, :iurdnlct`rs, erplo~s, rrerbers, err] agents wtn are active in the rtaagerart of an affiliate. The okrier:fiip try ur_ pecson of mares oasl'il:utiry a czrrtrollirrl interest in arotha person, or a potting of a}uprecl u- iiKUie anrzy Eersa>,s when not to Lair rtarket value urg err arnr's lagth agrearart, shall be a prvis Lade case that crre perm ocxrtm]s arrothet p3scn. A person ~dn ]vrwilgly entors into a joint ver~Ltn2 wiUr a pecsT, :An has been convicted cf a prblic artily Witte in Florida drug the pt>?oedirg 36 trrrtths stall be aonsidaed an affiliate. 5. I ur3arstarcl that a "perscrc" a, cl~firral in Paragraph 287.133(1)(e), Flor'zda Statutes, «~rrs any natural person oc amity orgatirs~J urk.r Ure laws of any slate or of the Uuted Sates with the legal Pu+e' tv att~ into a binding arrCrac-t anc7 ~Aiidi bids cr applies to bit] rn omtracts for the Ezo/ision of goa3s cr savioay let try a pafilic artity,cx ~Atidt otterwisr± tcar>;acts or applies tv transact busirwss with a ptblic entity. lie lean "pvsn" ircluk~ Urcee officers, dir?cicx3, executives, partners, r#ar>#rold3:s, erplaieas, rtethers, arc] agents rtn are active in rrertaga~~att of an artily. Fo.m w.9 Inc.. ]-9~) Note: Writing 'Applied For' on the /vein n>ear6 that yGU have already applied /O/ a T7N OR that you intend fo apply la ox soon. As soon az you receive your TIN. complete another Form W-9, include your TIN, sign and date the lone, and give it to the requester. Penalties Failure To Famish TIN.~f you fad to famish your correct TIN to a requester, you are subject to a penalty of 350 la each such lailure uNess your lailure is due Io reasonable rouse and rat to willful neglect CMI Penalty for False INOrmation With Respect to Withftolding.-Ir you make a false statement with no reasonable basis that results in ra backup withhddug, You are subject to a 5500 penalty. Crlmhal Penalty for FalsHyitg Irtfortnatlon.- VYdt(uAy faisilying t]eNficatiofts or a[firtnatioru may subject you to cTittinal penalties including fines and/or imprisonment Misuse of TINS.--It the reques[x disdoses or uses TINS v vioWtion of Federal law, the requester may be subject to civil and aimirul penalties. Specific Instructions Name.--n you are an indivia,al. r«, mrut gerxraliy enter the name shown on your social seafdty card. However, it you have changed your last rwrtie, for iri5tance, due to rnarttage, wifhotR inlamting Nte Sodal Security Admirtistration of the name change. please enter your first name, the Iast name Shown on your soda! seadry Cold, and yOUf held fast narTle. Sae F'roprietoc-You must enter ~;,ur individual name. (Enter eititer yolu SSN or EIN in Part I.) You may also enter your business name br'doing business az' name on the blrsktesr name tine. Enter your name az shown on ytyur social severity card and business name az it was used to apply for your FJN on Forth SSA. Part t-Taxpayer Identification Number mM You must enter your TIN in the appropriate box. If you are a sae proprietor, you may enter your SSN or EIN. Nso see the than on this page IM further cWrifiwtion of name arxf TIN combinations. II you do not have a TIN, IGllow the insinxtions under Mow To Get a TIN on page t. Part II--For Payees F~tempt From Backup Withholding Individuals (ncklding sole proprietors) are not exempt horn backup wi0tlidding. Corporations are exempt horn badwp wimholding for certain payments, wch as interest and dividends. For a complete list of exempt payees, See the Separate InsWClionS for the Requester of Forth W-9. II you are exempt Irom Dackup wimhOWirtg, you ShOWd slid Complete this lortn to avoid possible ertoneous backup wilntrdding. Enter your coned TIN in Part I, write 'F~cempC in Part II, and sign and date the form. It you are a nonresident alien or a loregn entity not sut>jxt to backup withholding, give the requester a canpleted Forth W-8, CertiGCate of Foreign Status. Part III--CeRification For a joint account, only We person wrgse TIN b shown in Part I should Sign. t. Imerest Dividend, and Barter Exchange Accounts OPerred Before 1984 and Broker Accounts Considered Active Drying 1983. You must give your correct TIN, but you do not have to sign the certification. 2 Interest, DNklerd, Broker, and Barter Exctwtge Acwurrts Opened Atter 1983 and Broker Accotatb Considered Inactive Dtuvtg 1963. You must sign the certification. or backup withholding trill apply. II you are subject to backup withtwldin,, and you are mercy providing your correct TIN to the requester, you must cross out item 2 in the certification belore signing the tone. 3. Real Estate Transactions. You must sign the certification. You may cross out item 2 0l the txAification. ~. Other Payments. You must give your correct TIN, but you do not have to sign the certification unless you have been notified of an inoorted TIN. Other Payments iridude payments made in the course of the requester's trade ar business for rents, royalties, goods (other tttan biIL9 tOf RIef~Se), RIBQiC91 and Malth care services, payments to a nonempldyee for services (eiclud'vg attorney and accamting fees). and payments b certain fisttitg boat attw members. 5. Mortgage Interest Paid by You, Aoquisitlon a Abandontrlem of Sectued PropeRy, Canwllatian of Debt, or IRA Contributions. You must give your tzrrecY TIN, but you d0 rat have to sign the certification. Privacy Ac Nolioe Section 8169 requkes you to give your coned TM to persons who must Ne informalan retains with me IRS to report interest, dividends, and certain other income paid to you, mortgage interest you para. the acgtrisitxxi or abandonrnmt of secured property, cancenation o1 debt. or contributions you made to an IRA The IRS uses the numbers for identification purposes and to help vedry the accurary of your tax retain. You must provide your TIN whether or not you are rL'gtared b file a tax retain. Payers must geneyh, withhold 37X of taxable interest. ttividertd, and certain other payments to a payee who does not give a TIN to a payer, Certain penalties may also apply, What Name and Number To Give the Requester for tr,is type of ,ccgnt ~ Glve eraew acrd ssrr et ,. vrd.,d.al rtr :.s.:ouv 2 Tw a sort Ttr rtrW orwvr d ev irewEusk 1Pix aaAUrr «, a mneiver acco,xr9 txrei ev ax t,s.;a,d on ve rmrxa i Crerrooirr rover d M orror+ rmxw tUrib,n Gal b Mib,y A[9 a. a. stye ratrl reoode swir s Tire tManbr-tnertee g b61 (7rrix 6 Bev Brawl n Sotaeeo mac Ths ctW onrrr+ aomvu eve a mt a byal or vaH Yur uneer mac M s. soy 19cpriatoMp rtr otrr+ For this typo ar acepne Glw rracrw errd E7N a d soy pap;etmhp lh over + T, w vaia mat emrv, « legal entity pereor mat t Coroerah rtr oorpora9ari 9. A~tut ctn. rlr ogritram,r rMVbra. wars. eorxaenut or oer hx~,rpt ogrrosoon to ~+wra nw p.n+rryo t t. n holy ar npestaea rcrriree ttr toter or uorrsw tz. xocvxx .cn ttv itr aac ereay Deprenrt d AQrpxtae it M nsrne 01 • prpfo racy (arL u • shy Or bql o`vicen l lr 9 rR a[ eo Oahe(R Pltgtr e1r rerai.es q(aaYy p,ov.n panrvcb ' lln cv rye aclr eve nrre d ti prsm wtoe rsnfler you kxnrt +~ the evbrs rwr ectl Yrfdt h muds SSN. +YOU mat row yat IrQiegrl Mrs, 01a yW rtry tb0 .nwr your swim ar •ootq bfirta aY rrrcr you mey rae.rrr yhr SSN m Eel 'L'et iv era rirY M rrrr d eve Igrl test ahY. or DeraCn YraL iDa 1101 krnlslr M 7W d M praarrl re0ressrxrie a meM rsrlets M tt9ec coley Rsslr 6 mt oesiyhve h h ecoorxa eM) toots: M no rent a arded when more f/m one ILYn[ 3 iSfed ~ ntlRlad n'Id rte pnYa/deYBQ t0 fx oar of aR 6rsr nrns !'erred. 1S .gym ~~ y Kequest for Tax a er Inev. aaar~n r9ga7 P y Give form to tree ow.n.rr.e«,,,,r,_~..,t, Identification Number and Certification requester. Do NOT ~"'""""" s...~a send to ttx IRS, e Rune (1/ )Oita wiles, ist faA arq drde ua amt d tat persm « aney Mntt «nav yov char n Pan I eebr. Sae Irairrtllaa m aaae 2 tl tale oar aaa raa9aL) u ausaresa name (Sore prowlelors sea instrucliona on wye 2.) ~ LEAHCHEM INWSTRIFSr INC. p Please check apprequle [rot ~ kWiviowVSde proerielor ~ GOrOOralgn ~ Aartnersrvp ~ p;tkr ~ ......_. a Mdras (rWrneer, sUM, arW apt- a wile roJ ......................•. ~ P.O. BOX 5504 Hevvestefs name arq aOWess lopaanaq a City, ala4 era LP Door TIUSVILLEr F4. 32783-5504 Enter your TN in the appropriate box. Fa tndivkluaLs, thLs k your soda) seauiry number (SSt~. For sde Proprietors, see the irtstrtrctions on Page 2. For other entities, tt is your employer identifiwtlon number (dN). K you do not have a number, see How To Get a TIN below. Note: N the aooourrt is In mare then one rwne, see the chart on page 2 for guidelines on wflose raanber fo erxa JrWer Penallbs d perjury. I oMiry that LM aom«e raaMpty hero Sods) aa«anry raanbar OR For Payees Exempt From Backup Withhokrrng (Sea Part q Farvleyar ie«towem raaro.r irtstrvctiorts on page a 5 9 1 4 3 8 1 4 5 I. The nurriaar shown ort this tom, b mY cones taxpayer idantificatton ranlber (or 1 em welting for a number to ba issued to me), and '_ I em not subjeq to backup withhddarg because: (a) I em uernp! from tae~up wilNaldirg, M (b) I have not bean ratified by ttre Irxerr7ai Revenue Service that I am subject to backup wilMdding as a result d ^ laiue to report al knarest or drvideMa, or (c) tM IRS has rtatlfisd me that l am no torgx sxd>jett to bsdorp willMhddug. :ertifation tlastruetloras -You must cross out item 2 above d you have been ndifiad by the IRS that you are narently subject to bacbrp nerest ~ because uisition~or ~abendamxnt aw di s m your tac rerun. For rml ostata transactions. item 2 does not apply. For malgag0 Paid. the proPentY. pnceltatlon d detrt, oormibltions to an Yldrvidual retkerltsrtt R/\1, end generally WYmems ,Aber Pa9 2) end divideMs, You are rat r'egrirad to Ngn dle Certification. but you rtxM ProMdeonedyotr IN. (Also see Part III irttttuctioras at :ign Jere Slgnalure - action rafereraces are to the Irxerrra! ~eeerkre Code. tapwe of Form-,A Person wtW k gtrired to lie txt Inlomlation return with .e IRS must get your correct TIN to report come paid to you. real estate ansactiorts, mortgage interest you paid, e acquisltlon or abandonment of secured -oPerty. wnoellation of debt. or xtb(brrtlorts you made t0 an IR0. Use xm W-9 to give your correct TiN to the quester (97e person requesting your T1N) d, vottttt applicable, (1) to certify the TIN :u are giving rs correct (or you are waiting a number to be iswed), (2) to certify u are not subject to backup withholding, (3) io claim exemption from backup ~nndding it you are an exempt payee. ang your correct TIN and making lhC Propnale certdications witl prevent main Payments Irom being sut>jecl to ckup wimhdding. 'IC. // a requester gives you a Iorm or/»r ~n a W-9 to rnquesf your TIN, you mus! 'the mgrresfe/s loan it tr is subsranfia/ly n{ar fo fni5 Form W-g, wt Is Backup Withhold;ng7-persons king certain Payments to you must hhdd and pay to the IRS 37% of such payments under certain oondroats. Ttis is Called 'backup wi67talding,' Payments that solid be subject to badarp vrithholdatg kttlude WeraC dividends looker and barter txdwtge trartsacuorts, rents. royalties. notterttployee Pay. and certain payments horn fislirtg Moat operators. Real estate transactions are rat subject to badurp withtaldutg. 11 you give the requester your correct TIN, make the Proper certiraatiora, and report afi your taxable interest and dividends on your lax return, you payments roil not be subject to backup withtalding. Payments you receive will be subject to backup withholding A: I. You Oo not tarnish your TIN to the requester, or 2. The IRS tells the requester the( you furnished an inconect TIN, or 3. The IRS iNLS you that you are wbjecy to backup wilhMlding because you did not report all your interest and dividends on your tax return (for reportable interest and dmoends only), or 4. You do not certify to the requester Ihat you are not wtrjed to backup withhoding under 3 iabove (tor reportable -NOVEMBER 19,1997 interest and dlvidertd aCtioUntS opened after 1983 oN», or 5. You do not trertify yotr T1N. See ttta Part 111 t7sb7fUfont: }dr®tcepgotts.•> ::~ -- Certa47 payees and payrtfertts are ... .. exempt from bacWrp wittdrddrg and infomtationraportinp. See the Part II , InI5hUC5df15 and the Sepa2ta 1(KbuCU0It2 for the Requester of Farm W-9. How To Get aTIN: -~l you do riot trove a TIN. apply for one krxrtedisteiy. To apply. get Form SSS, APPGcatiort far a Sodal Security Number Card (for irtdviduals), from your local offae of the Soda) Seaairy. Administration. or Form SS-4, AppGwtion for Employer Identification Number (tor bYSinesse5 8r1d eU 091ef efltitieS), horn your local IRS olfae. If you do not have a TIN, write 'Applied For" in the space for tine TIN in Part 1, sign and date the loan, and give it to the requester. Generally. You witi then have 60 days to get a TIN and give it to the requester. II the requester does not retxive your TIN within 60 days. backup wilNOlding, if applicable. Wit begin and continue until you famish your TIN: _ 1~ Form H/-9 (Rev. 3-9q 004 CITY OCCUPAfIONAI LICENSE FOR TAX YEAR 1996-1997 REDSG212 ACCOUNT: 850001922 EXPIRES 30 SEPTEMUER 1997 DATE ISSUED: OS AUG S iiiiiiiiiliiiiiifitiik4f 44441tkfiiiiiiiiiiki#iitiiiiiF rli iiititiiiiiiiiiiiiititii rtEEP CONSPICUOUSLY POS?EO AT TILE PLACE OF BUSINESS SHONN iiiiffittiiitiiiiiiiiAfiiki iiif iii.-kiiiifititiiiiiiiiii ii iiilitf if iitfiiiiiii ii INDIVIDUAL/BUSINESS NAME AND ADDRESS LEAHCHEM INDUSTRIES INC 4640 CALLE C'ORTO iliAiiiiiiiiiiiifiiiilAiAiiiiiiiifiii ik tiiiRiiiiikkiiiiiiiiikitii#iiiiiliiiiiii OYNER NAME AND ADDRESS J'P DEGARMO PO BOX 5504 TITUSVSLLE FL 32783 5504 if iitliifii ififiiiAiiiik 4i4ki*i ii Ai*iiiiiikiiitiiiiitiiiiii44iiiiititiiiiiiiiif THE PERSON OA FiRN NAMEU ABOVE IS HEREBY LICENSED 70 ENGAGE IN THE BUSINESS PROFESSION OR OCCUPATION LISTED BELOY IN TILE CiTT OF TiTUSViLLE FLORIDA l4iiii4iii#Aliiiiiiif iiifiitiiiiiiiifiiifi*iiiiii*#ikilliiitliiiiiiitiiiiiitit tr LICENSE DESCRIPTION COMPUTATION FACTORS RETAIL SALES UUU-UU3 INSIDE iiiiifitAtifiiiii#iiiiiiitilAifikiiiiiiiRikiiiikkkikiiiiiiiikiii#tiiitiktti#iil i LICENSE INSPECTOR: (~11-~,/{r~~~_/~/_~f ~~----- i 150.00 ~" i iiiliiiitiiii#itiii*kiifi4.4 kii~iiiifii4i44f iiiit*iiiiii*iiiiiit#iiiiliitiiiit#: iHiS FORK BECOMES A LICENSE ONLY YNEN VALIDATED NI TN CASH REGISTER DATA IMPRIN' lfiiifiiiiiikikii#i4kitiikiitilitiiiiiikiii44i#kkktti#i#itAfAiifiiiitiiiiiiiti 1996-1997 [SIIGV/~IIU U q Ildl ~ -- .. •.•~ ~ •-•..~-_-Inwrnal q;nn m. Cnin:br, &avra caw,. UCCUI`P,I Ii n I;11 I r I IJSE OOOOOGOGO Ir...4•. rw..el unrp ....f ........ . .... ••:•01•flnnl. ,.. ,.. I ::;:i~!l~i=:; ;;EhTEM[3[R 30, 1997 l1CFNlE -EPga oCT[ISEn i, tn. - sEVrrwprn AI. Ipa! frCEN!! {IIOYrD.E UISVIAYEO On FnEwI5f5 I1,Vru n.~.IW 11 M.~ a.il rl 10 nal.M fi1.lUlff MO pl1[YMI Cgrln gpMr1(1fi, p,.fUppf Opts yaI flow I CVwl wll.f WIIIr LIMY) pll OrIM Wy. lw! {gwif y11I EE rp.IfD COWr1UlO1RY M rlA(; R SrAIU rE nn•aY UESarYI`IgN IMIBEn Ma1Rfr *nE-Ensohlsl,anertmsEf°M~' 37113 Cr1EHICAL PP,UDUC7 MFG. 4D410 MISC. RCTAIL 30' LEAHCHEM INDUSTRIES IiJC UL997 lo9b - 1997 LICCNSE AF1T. 32.00 P 0 OOX 504 TITU$VILLE FL 72703 rs uc~sEO Ae wrc~Tw ron ntF rauowra warrorc P U 004 0 3 2 TI7USVILLELLC CORTO unofxrr ouE on naq rnfirrsAargn; s or~EO sY: LCAHCHEH INDUSTP.ICS 1?JC kC7. NUM DATE OATCH CDRPORATION (PRIVATC) 430963 96091G 4071 war w cYwwE ov owrrrnsrw on wurron. 141 ucEnEE srrouto K igrlrwgpffy MIr1Yn >D wrs. rare rl1R COUECiaq wan QOSNO Or susrrEas. AMT. PAID 32.00 Florida Retail Fr Self Insurers deratilon 'SwrL • ! Tr+~t.-f `~ W. "aia- Kundut, /r., Cluumu., Tollulwsr r~`1 Apr<< gh~(K, y{cs puinnan, Cni.rrvl(Ie Nu Nkae~, 1.ulelard llamas 5. Pclcolf, LureH.ti Wi114m C. RuNm, )d, T Nurture CFsrks R W~nl-, hriauow.llr CERTIFICATE OF INSURANCE ISSUED T0: City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233-4381 This ie to certify that Leahchem Industries. Inc. . P.O. Boz 5504, ,Titusville. FL _32780 - being aub~ect to the provisions of the Florida 14orkere' Compensation Aci, hea secured the payment of Lhe compensation by insuring their risk with the Plorida Retail Federation Self Insurers Fund COVERAGE NUMBER: 0520-01759 HFFECTIVE DATE: January 1 1997_ _ _ EXPIRATION DATE: January 1. 1998 REMARKS: Statutvey-State of Florida Etoployers Liability S100.000 (Hach Accident) $100,000 (Disease-Each E]sploye~) 5500,000 (Disease-Policy Limit) CANCELTATION: Should the above described policy be cancelled before the expicetion day thereof, the issuing company will endeavor to mail _0, day:; written Notice to th_ above nerved certificate holder. but failure to mnii such notice shall impose no oDligetion or liability of any kind upon the comusrly. This certificate is not a policy end of Itself does not afford any insurance. Nothing contained Sn this certificate shall be construed ae extending cove*~se not afforded by the policy shown nbove oc ee affording Insurance to any insured not named above. ~~~ ~ ~~~ summit Consulting. Inc., Adminlctrator Plorida Retail Federation Self Insurers Fund /[~5 November 14, 1997 Date -~-~ ~ •~ Adminbtcrcd and srrvirrd 6y Stunlnll Conswlting. Int. P.O. Drawer 988 • Lnkelsnd, FL 33602-0988 • Telephone (94l) 645.6060 or 1-800-282-7648 • Fax (941) 6bfi-h^SR SUCH INSURANCE AS RESPECTS THE INTEREST Oi THE CERTIFICATE HOLDER WILL NOT pE CANCELED OA OTHERWNiE TERMINATED WITHOUT OIVNq 10 GAYS PRIOR WRITTEN NOTICE TO THE CEATIFICATE HOLOHt NAMlD plJ.OYY, !IR N/ NO EVENT S-IALL TH18 CERTN9CATE SE VALID MORE 7NAN 30 DAY! FROM THE DATE WRTTTE/i TNN CMTTFtCATE OF INSURANCE DOES. NOT CNANOF THE COYERAOE iM10V10E0 SY ANY POLICY OES(71ME0 SELOW. Thq aMN6e that: ~ S7A7E FARM MUTUAI AU7OMUEIILE t761lIAMCE COMPANY d Bboeryprti tigt•, ar STATE FARM RRE AND CASUALTY QJIIPANY d Rbanglfln, It7gb hse oowtn0e M brae for the blbwig Named hteurod rti shown Aelotr. Nyryd ~~ LEACIit:HF.M1i iN13[1Ti11ES INC Addea d Named v~w.a P O bOX 5504 TITUSVILLE, FL 32783-5504 ratcY tAAeER 833-1117-822-59C I ~ °A~ 02/22/97 oEeta.noN of vOpE 1997 FORD PICKUP UAeIRY COVERAliE ®Yf:B p NO p YES p n0 [-] YE6 p NO Q YFS Q ID uers or uAeE~rY a A*h ~r a -^a.er ~r ~ ~~~ 100/300/100 I+IMHICAL t)AMAOE covEAAOES ®YEe n p p .E~ o No o YEa o w o~ o RD ` ] o0 --- anueu o.e,~. ~OY"0 ~ MO D -~ O w p YES O No p YES p ND a ~~ t a-d~nrb t o.ecwr s o.e,eM. s o.erew ~p a~ o~ n~ n«~ aY~ o~ o~ ot+D RREO CAR p Y[:4 p „p Q YES (] ND [~ rES ^ No she d Auevwd RgssrMYine Name srd Address d Cwtiliasta Holler r CITY OF ATLANTIC BEACH 1200 SANDPIPER LANE ATLANTIC BEACH, FL 32233-4381 L Chedl K a ptrtrrrrrd CerdTA;ete a Inturetles br Mbily m+vtelp M nsedsa- Chadc E the Certllile Holder thotld M eddsd r< en Addfbns; lrtrrod: Q Rert~rls: AGENT 2694 11/12/97 Tsta AprY's Code N~ber Drr Nnme end AddrW a April ~ r -1 DAVID P. HAWKS II, AGENCY INC. 2245 N. COURTENAYPKWY. MERRITT ISLAND, FL 32953 J L J CERTIFICATE HOLDER COPY /46~Ne) NA. YW -MW m UlA. ocr-IAMA~ ncarc nf10V CERTIFICATE OF INSURANCE ssu A PRODUCER fH1S CERTIf 1[ATE !S ISSUED AS A MTTER OF INFORM71p1 ONLY AND CONfERS Brevard Insurance 6 MarketinY, Inc. NO RIGHTS UPON THE CERTtfICATE HOLDER. THIS CERTIFICATE DOES NOT MEND, 3201 N. Atlantic Ave. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOY. Cocoa Beach, FL 32937 _ COMPMlES AFFORDING COVERAGE COIIPMY LETTER A: MERICM 1NDEMNIiY CO INSURED Leah Chen Indust ries, Inc. P.O. Box 5504 Titusville, FL 32783-5504 COMPMY LETTER B: CONPMY LETTER C: CpIPMY LETTER D: COMPMY LETTER E: ~ CO/ERAGES THIS IS TO CERTIFY TWIT POLICIES OF 1NSURMCE LISTED BELOY HAVE BEEN ISSUED 70 THE INSURED LAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTYITHSTMDING MY REOUIREMEN7, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT Y1TN RESPECT TO YN1CH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE 1NSURM[E AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUS10N5 MD CONDITIONS OF SUCH POLICIES. LIMITS SHOYN NAY HAVE BEEN REDUCED BY PAID CLATMS. :0 TR TYPE Of INSURMCE POLICY NUMBER POL. EFF. DATE POI. EXP. DATE LIMITS GENERAL LIABILITY A [X1 COMNERC IAL GENERAL LIABILITY [ ] C 6200093 01/08/97 O1/08/98 GENERAL AGGREGATE S $Op 000 PRODUCT-COMP/OPS AGG lA1NS MDE [X] OCCUR. . S 500.000 [ 7 WNER'S 6 CONTRACTOR'S PROT. PERSOIUIL 6 ADV. INJURY S [X1 PREMISES/OPERATIONS EACH OCCURRENCE S SOp 000 FIRE DAMAGE (My one tire) f 50,000 MED. EXPENSE (My one person) S 5,000 AUTOMOBILE LIABILITY [ ] MY AUTO [ 1 ALL OVNED AUTOS COMBINED SINGLE LIMIT S [ ] SCHEDULED AUTOS [ I HIRED AUTOS BODILY IP.JURY (Per person) S [ 1 NON-0YNED AUTOS [ ] GARAGE LIABILITY BODILY INJURY (Per Accident) S [1 PROPERTY DAlUGE S EXCESS LIABILITY [ 1 UMBRELLA FORA [ 7 OTHER THAN UMBRELLA FORM EACH OCCURENCE S AGGREGATE S YORKER'S COMPENSATION STATUTORY LIMITS MD EACH A[C1DENi S EMPLOYER'S LIMILITY DISEASE-POLICY LIMIT S DISEASE-EACH EMPLOYEE S OTHER s s ESCRIPTION OF OPERATIONS/LO[AT)ONS/VEH_CLES/SPECIAL ITEM: ~~ CERTIFICATE HOLDER CANCELLATION SHOULD ANT Of THE ABOVE DESCRIBED POLICIES BE CMCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY PILL ENDEAVOR TO NAIL 10 DAYS YRITIEN NOTICE TO THE CERTIFICATE HOLDER NAKED TO Tiff LEFT, BUi FAILURE TO MIL SUCH tgTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY Of MY KIND UPpI THE COMPMY, ITS AGENTS OR REPRESENTATIVES. CITY OF ATLANTIC BEACH 7200 SMDPIPER LME ATLMTIC BEACH, FL 32233-4381 FORM 25-5 (7/90) CITY OF ATLANTIC BEACH rr DOCUMENT REQUIREMENTS CHECKLIST 1~.~ BID BOND (if required on this project). ~---_..I ORIGINAL Insurance Certificates (copies, Xeroxes, or facsimiles are UNACCEPTABLE), naming the City of Atlantic Beach as Certificate Holder, showing they have obtained and will continue to carry Workers' Compensation, public and private liability, and property damage insurance during the life of the contract. C ~ Three (3) references from companies or individuals for whom the bidder has completed work or provided a product during the past 12 months, of a comparable size and nature as this project. However, naming the City of Atlantic Beach as a reference on past projects ie UNACCEPTABLE. L_ I Proof of Occupational licenses (copies ARE acceptable). C ~ Completed Form {~-9-Request for Taxpayer Identification Number and Certification. IXX + L___I Signed copy of Document Requirements Checklist. The above requirements have been noted and are understood by the bidder. SIGNED: WAYNE H ` DeGA& (Bidder or Agent) DATE: NOVEMBER 19,19Y ~ ASST. VICE. PRESIDENT BID N0. 9798_ 7 (RE_gip 8697-30) 6 Exhibit A-I POLYMER RATING SHEET BIDDER'S LFAHCHFSi INWSTRIFS~ INC. ~~® A WARD. A. Ability to respond to emergency requests for service. B. Ability to provide the type and quality of services requested. C. Cost of services will be evaluated based on the proposal summary TOTAL RATING POINTS ' S IS IU S UMMAItY SIIEET TOTAL COSTCOST YE~It.YOUND UELIVEREU IN SS-GALLUiI URUM ADDITIONAL COST FUIt SIIIPYING (IF ANY) $1.035 LC-gpl ~ INCLUDED ABOVE SUBMITTAL: LEAHCHEM INWSTRIF~, INC. BIDDER IsY: WAYNE H. DeGARP10 P.0. BOX 5504 4640 CALLE OOIYPO BUSINESS ADDRESS TITUSVILLE, FL 32780 CITY, STATE b ZIl' CUUE c ...~ iCNATURE ASST. VICE I'RFSIDE[1Y fI1LE DATE: NOVEMBER 19,1997 TELEPHONE NUi1UElt: (407) 26%510 PAX NUMBER: (407) 383-7942 BIDDER'S FEDEINL L•'ifl'LUYCR I.D. NUMBER: 59-1938145 5 B I D S U M M A R Y S H E E T TOTAL COSTCOST P~ER~POU~~ND DELIVERED IN 55-GALLON DRUM ADDITIONAL COST FOR SHIPPING (IF ANY) SUBMITTAL• LEAHCHEM INDUSTRIES, INC. BIDDER P.O. BOX 5504 4640 CALLE OORTO BUSINESS ADDRESS TITUSVILLE, FL 32780 ..ITY, STATE 6 ZIP CODE DATE: NOVFMI/ER 19, 1997 TELEPHOt7E N[TPiBER: (407) 26%510 .945 LC-800 j INCLUDED ABOVE WAYNE H. DeGARM0 ~~ GNATURE ASST. VICE PRESIDENT TITLE FAX NUMBER: (407) 383-7942 BIDDER'S FEDERAL EM.°LOYER I.D. NUMBER: 59-1438145 4. Bid Form, Bids are to be submitted on the att ached Bid Summary Form or copies thereof. Bids will not be considered unless they are submitted on this form. It shall be assumed that polymer services which aze offered, meet or exceed the requirements as stated in the accompanying specifications. This Bid Invitation presents the City's requirements under proposed methods of operation. Responses to this request should address these requirements. III. GENERAL REQUIREMENTS The City intends to apply very strict requirements for timely delivery, high quality product accurate invoicing and more specific requirements as will be necessary. T~' C'ity' Right to Uce Other Cortractor~, The City reserves the right to provi :le for additional services from other polymer or other type contractors: i i the City so deems necessary. If the City elects to exercise this right, the contract covered by the bid shall remain in effect as regards all ternis, agreements and conditions without penalty or diminution of ongoing services as contained therein and previously provided by the successful Contractor in this bid. 3 II. BID SCOPE 1. Intent and Duration It is the intent of the City to select one contractor to provide polymer needed for [he City's Nastewater Treatcent Plants. The objectives are to obtain ttie best polymer services while minimizing cost to the City. The Period of the contract for polymer shall commence within thirty (30) days of selection of [he polvser Contractor and shall terminate on one (1) year after the d°te of commencement. The City reserves the right to renew the contract f.er two additionr_1 one-year periods pending a mutual aLreexent between the City and the Contactor, and a review of contract performance by the Contractor for the previous year. Prices, terms and conditions shall remain firm through this contract period unless modified or cancelled in accordance with the provisions of the bid. aids shall be received until 2:30 PD: on December 3, 1997, at the office of the Purchasing Agent at 1200 Sandpiper Lane. 2 Schedule for Selection November 10, 1997 -Mail Proposal Documents December December 3, 8 1997 1997 -Receive Bids Prior to 2:30 PM December , 22 1997 -Anticipated City Approval December , 22 1998 -Anticipated Implementation Date of Contract , -Anticipated Termination of Contract 1. Resulting Contract It is the intention of the City of Atlantic Beach to retain one contractor to supply polymer. Any agreement or contract resulting from acceptance of a bid shall be on forms eithersupplied by or approved by the City and shall contain, as a minimum, applicable provision of the request for bid. The City reserves the right to reject any agreement which does not conform to the Request For Bid and any City requirements for agreements and contracts. 2. Renegotiation During the contract period, the City reserves the right to restate and/or renegotiate with the Polymer Contractor such additions, deletions, or changes to the contract as may be necessitated by law or changed circumstances. In the event that the City and the Contractor cannot come to a mutual agreement and negotiation on any such addition, deletion or change, that portion of the contract concerning the services in the addition, deletion, or change shall be terminated. 3. Contractor Contract Perform nee During the contract period, the Public Works Director or his or her designee shall assess the polymer contractor's performance on the contract and reserves the right to inspect the Contractor's materials and methods during any specific project. In the event of a breach of the contract by the Contractor or unsatisfactory performance as assessed by the Public Works Duector, or if the Contractor performs in a manner that precludes the City from administering its functions in an effective and efficient manner, and if, after (30) days following written notice to the Contractor, the City will be authorized to cancel the contract, thereafter reserving the right to proceed against the Contractor for any and all damages permitted by law arising from said breach. The Contractor shall not be held responsible for any failure determined to the satisfaction of the Public Works Duector to be due to any action or ina,;tion on the part of the City. 4. Tax Identification Number Bidder must note Federal Employer I.D. Number on bid summary form. The City's Federal Employer I.D. Number is 59-60000267. NOVEI~ER 5, 1997 CITY OF ATLANTIC BEACH 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233 CONTRACT -Polymer for WasteK-ater Treatment Plants -Annual Contract The polymer shall be a cationic, acrylamide copolymer using an oil as a carrying agent but no surfactants. Polymer shall be 30% cationic strength (minimum) emulsion type, to be delivered in steel, 55 gallon drums. The polymer shall be able to produce a clear supernatant while conditioning (thickening) waste activated sludge. The polymer shall be capable of conditioning this sludge at a minimuu of 150,000 gallons volume. The polymer will be capable of thickening sludge from 15,000 mg/1 to 35,000 mg/1 prior to fmal sludge treatment and disposal. No more than 18 gallons of raw polymer will be used during this phase. Final sludge disposal will consist of treating a minimum of 60,000 gallons of 35,000 mg/1 sludge to a density of 90 -.vet tons of 150,000 mg/1 sludge. This final treated sludge shall be able to be ioad.:d into roll-on/roll-off containers by a front- end loader tractor for final disposal at the Trail Ridge Landfill. This sludge must be capable of passing the paint filter test. Total polymer used during this part of the process shall not exceed 20 gallons. Polymer must be delivered in 55 gallai drums in minimum lots of three when ordered. Mixture of the polymer and carrying agents shall not sepazate after being loaded into 55-gallon diems. If separation occurs the mixture is defective and the contractor will replace the mixer. Delivery of polymer shall be made Monday through Friday but not between 11:30 A.M. and 1:00 P.M. Emergency shipments of polymer should be made within 48 hours. A person or affiliate who has been placed on the convicted vendor list following a conviction for a ;public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for tae construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CAT~GORY TWO for a period of 36 months from the date of being placed on the convicted vendor. list. (Section 287.133(2)(a), FLORIDA STATUTES.) Joan LaVake Purchasing Agent ^O,~ `'. ~.7 G. -. l\ /- CITY OF r~tla.ct.cc Seae`i - ~lazidtr 1200 SANDPIPER LANE ATLANTIC BEACH, FLORIDA 32233-4381 TELEPHONE (904) 247-5818 FAX (904) 247-5819 November 3, 1997 CITY OF ATLANTIC BEACH INVITATION TO BID BID N0. 9798-7 (RF.-BID 9697-30) NOTICE is hereby given that the City of Atlantic Beach, Florida, will receive sealed bids, submitted in TRIPLICATE, at the Office of the Purchasing Agent, 1200 Sandpiper Lane, Atlantic Beach, Florida 32233, until 2:30 PM, Wednesday, December 3, 1997, for POLYt,ER FOR k'ASTEWATER TREATMENT PLANTS-ANNUAL CONTRACT. Thereafter, at 3:00 PM, the bids will be opened in the City Hall Commission Chamber, 800 Seminole Road, Atlantic Beach, Florida. Bids shall be enclosed in an envelope endorsed "BID N0. 9798-7 - POLYMER FOR WASTEWATER TREATMENT PLAirTS-ANNUAL CONTRACT, TO BE OPENED AT 3:00 PM, WEDNESDAY, DECL•'MUER 3, 1997.'' Bid Forms, and information regarding the bid, may be obtained from the Office of the Purchasing Age:it, 1200 Sandpiper Lane, Atlantic Beach, Florida, telephone (904) 247-5818. DOCUMENTS REQUIRED TO BE SUB?:ITTED IN BID PACKAGE AT BID OPENING: 1. ORIGINAL Insurance Certificates (copies, Xeroxes, and facsimiles are UNACCEPTABLE), naming the City of Atlantic Beach as Certificate Holder, shoving they have obtained and vill continue to carry Workers' Compensation, public and private liability, and property damage insurance during [he life of the contract. 2. Three (3) references from companies or individuals to whom the bidder has provided polymer during the past 12 months. However, naming [he City of Atlantic Beach as a reference is UNACCEPTABLE. 3. Proof of Occupational Licenses (copies ARE acceptable). 4. Signed copy of Documents Requirements Checklist. Bid prices shall remain valid for sixty (60) days after [he public opening of the bids. Goods and services proposed shall meet all requirements of the Ordinances of Clle CS[y of Atlantic Beach, Florida. The City of Atlantic Beach reserves the right [o reject any or all bids or parts of bids, waive informalities and technicalities, make award in whole or par[, with or wililout cause, and to make the award in what is deemed to be in the best i~l[er.est of the City of Atlantic Beach. o, i~ Z z w a O p m - - _ _ _ _ T 1 ~ QI p ~ ~ iZi ' ~ r i O~, a ~ ~ 0 ~ w w !w '• w ~ Ita' I ', i ~~ la i io I J' ¢I I I ,ml I l .~ i i IJI I;~! I #i I _~ d °g l iaj ~ ,~ ~ ~;~ U Iii ~ ~ , I ~ I ~~ W, j j Ii ' I I ~ ~ ~ ~ a ~~' ~~I' ~ U1~ ' N (nfq ' (p ~, j , F- i W ., W W ,W W, W I U U~ I ~ ~ i i IWi I I ~ I I ~ ON QI~ ~' m: W H N ~ ~ N U z w ww w w i ~ p _ I } } } } } I ~', ~ U. j I !il ¢Q w ~ ~ II ~ i ~ , , ~ w ~! ' j ~ i a z > g W c ' W' ~ O d ~, I I ~ a' ~ w Ul ~ ~ Z, , ~ w. ~Q~ Z ~ Q : O~ p >., 4 ~~ ~., W p~ d F LL o z I m m I~ ~',. i ~. . - w ~ O.__ _ a. _Q. _ -r ~ - Q LL m-- m__' -_' -~ - --_ yl ° ~ ~ w~~'O ~ I I li''' I - ~ ~ w ~n ~. nr ~ w m ~ c `. O Y Q ~ w ~ J w ~ W J 0 ~'~ U p m C a ~ ~ ' ~- ! d Z - Q? W m ~ C N'. ~ a D m m C Q C~o'. ~ pp p ~ W d ~ H p ' ' mt ;, 8 LL'L'Y''' mm ~ m ~p ~ a am~o, w Q= ~ m ~o 0 Z 0 a f'~ i-zL-98 CITY OF ATLANTIC BEACH CITY COMMISSION MEETING STAFF REPORT AGENDA ITEM: Recommendation of Award to Leahchem Industries, Inc., for the Polymer for Wastewater Treatment Plants -Annual Contract SUBMITTED BY: Robert S. Kosoy, P.E., Public Works Director `~ DATE: January 21, 1998 BACKGROUND: The project is to provide a supplier under an annual contract for the supply of polymer for use in the treatment of wastewater at the Wastewater Treatment Plants for the City of Atlantic Beach and the Buccaneer District. Four (4) Bids were received by the Awards Committee on December 3, 1997, for the Annual Contract, Polymer for Wastewater Treatment Plants -Annual Contract, City Bid No. 9798-7 (Re-Bid), from the following companies: Bi r• Leahchum Industries, Inc. Cytec Industries, Inc. Callaway Chemical Company Allied Colloids Inc. Cost Per Pound of Polymer in 55 Gallon Dru s, Including ShiouinQ $ 0.945 $ 0.96 $ 1.00 $ 1.25 Prior to Bid, all suppliers provided sample of their polymer for trial in three Atlantic Beach Wastewater Treatment Plant, and all polymers met the treatment requirements for the plant operating permit. All bidders submitted the required documents with the bid packages. The prices bid were lower to the price paid for polymer under the 1996/1997 annual contract. The equivalent per pound price in the 1996/1997 annual contract was $l. ] 0 based on $526 per 475 pound drum of polymer. RECOMMENDATION: Approve the bid of I.eahchem Industries, Inc., for the annual contract for Polymer for Wastewater Treatment Plants, authorize the City Clerk to send notification of award to the bidder, and authorize the City Manager to sign the annual contract. ATTACHMENTS: Bid Analysis and Bid from REVIEWED BY CITY AGENDA ITEM NO. Motion: Authorize the City Manager to schedule interviews Burin the neat Commission Meeting with the siz attorneys/Isw firms who submitted proposals to the city's request for RFP for a Labor Attorney. Commissioner Beaver inquired as to the criteria used by Staff when ranking th various attomeys/firms and City Manager Jarboe explained the process and suggested conducting the interviews at the next meeting. There being no further comments or discussion, the motion carried unanimously. 8. City Manager Reports and/or Correspondence: None. 9. Reports and/or requests from City Commissioners, City Attorney and City Clerk Commissioner Beaver reported that a meeting would be held on Wednesday, January 14, 1998 at Alimacani Elementary School relative to the proposed gambling ship to be located at Johnson Island and another meeting would be held January 28, 1998 . There being no further discussion or business to come before the Commission, the meeting adjourned at 9:20 p.m. Suzanne Shaughnessy Mayor/Presiding Officer ATTEST: Maureen King, CMC City Clerk OMMLSSIONERS M O 7 1 O N S E C O N D Y E S N O BEAVER X BoRNO x MESERVE X X MITCHELSON X X SHAUGHNESSY X -]0- There being no further discussion, the motion carried unanimously. D. Approve Change Order to Maintenance Agreement with the Florida Department of Transportation and authorize the City Manager to execute the Supplemental Agreement (City Manager) Motion: Approve Change Order in the amount of $2,000.00 to Maintenance Agreement with the Florida Department of Transportation and authorize the City Manager to execute the Supplemental Agreement. Commissioner Mitchelson inquired as to the history of the agreement. City Manager Jazboe explained the agreement would provide additional monies fol the city to take over and continue maintaining the FDOT ditch which begins at Fleet Landing and extends north along Mayport Road and State Road A 1 A, which was recently cleaned by FDOT. There being no further discussion, the motion carried unanimously. E. Community Development Board Appointments (2) (Mayor) Mayor Shaughnessy reappointed Sharette Simpkins and nominated Dezmond Waters for appointment to the Community Development Boazd. The appointments were unanimousiy approved by the City Commission. Mayor Shaughnessy requested that a Resolution of Esteem be prepared for outgoing Board Member, Mazk McGowan, and placed on the next Commission agenda. F. Authorize submission of Recycling Grant request and approve expenditure of funds in accordance with Alternative D in Public Works Staff Report (City Manager) Motion: Authorize submission of Recycling Grant request and approve expenditure of funds in accordance with Alternative D listed in the Public works Staff Report. (The Staft Report is attached and made part of this official record as Attachment A). City Manager Jarboe briefly explained the Staff recommendation. There being no further comments, the motion carried unanimously. G. Action on selection of a Labor Attorney (City Manager) OMMISSIONERS M O T I O N S E C O N D Y E S N O BEAVER v BORNO X X MESERVt X X MITCHELSON X SHAUGHNESSY X BEAVER X BORNO X X MESERVE X X MITCHELSON X SHAUGHNESSY X anuary A. Authorize execution of Subgrant Agreement between 1000 Friends of Florida, Inc., and Mayport Waterfront Partnership/City of Atl?rtic Beach (Commissioner Mesene) Motion: Authorize execution of Subgrant Agreement between 1001 Friends of Florida, Inc. and Mayport Waterfront PartnershipiCity of Atlantic Beach. There was no discussion and the motion carried unanimously. B. Authorize Police Department to apply for a Local Law Enforcement Block Grant in the amount of $10,000 and authorize the City Manager to execute the related documents (Director Thompson) Public Safety Director Thompson explained the monies would be used to upgrade communications in the Public Safety Department. Motion: Authorize the Police Department to apply for a Local Lav Enforcement Block Grant in the amount of $10,000.00 and authorize the City Manager to execute the related documents. There being no further comments, the motion carried unanimously. C. Approve the replat of Blocks 74 and 75, Section H and authorize the Mayor to sign the replat documents (City Manager) Motion: Approve the replat of Blocks 74 and 75, Section H and authorize the Mayor to sign the replat documents. Commissioner Beaver inquired as to the ownership of the property to be replatted, if the prospective development would be compatible with the zoning in the surrounding azea, and ifoff-street parking was provided. Community Development Director Worley replied that Beaches Counseling Associates were the prospective buyers for the property and would offer the townhomes for sale. Mr. Worley further explained that the zoning was compatible with the surrounding azea and off-street parking was provided. Commissioner Bomo inquired if drainage requirements had been met, and City Manager Jazboe explained that those requirements would be addressed in the construction documents. OMMISSIONERS M O T I O N S E C O N D Y E S N O BEAVER X BORNO X MESERVE X X MITCHELSON X SHAUGHNESSY X X BEAVER X soRNO x x MESERVE X X MITCHELSON X SHAUGHNESSY X BEAVER X BORNO X MESERVE X X MITCHELSON X X SHAUGHNESSY X spent before the RFP requirement. City Manager Jazbce then asked if the Commission wished to waive the city's purchasing code requirement and go high as the state guidelines allow. Commissioner Beaver then inquired if anyone had any idea how much this would cost. Discussion ensued, and it was the consensus of the Commission to allow the City Manager to spend up to the amount allowed under the state guidelines There being no further discussion, the motion carried unanimously. Commissioner Bomo inquired as to the amount of time needed to do this and asked if it should be tied to the next regulazly scheduled meeting. Motion: Defer further action for two weeks or until the information is available. Some discussion ensued if this would allow enough time to find an engineer and collect the data. Following some further discussion, the motion carried unanimously. 4. Consent Agenda: A. Acknowledge receipt of monthly reports: New Occupational Licenses, and Reports from Building, Code Enforcement, Fir and Recreation Departments The Consent Agenda items were received and acknowledged as presented. 5. Action on Resolutions: None. 6. Action on Ordinances: None. 7. New Business: OMMISSIONERS M O T I O N S E C O N D Y E S N O BEAVER X BORNO X X MESERVE X X MITCHELSON X SHAUGHNESSY X as making a decision for two weeks. Commissioner Mitchelson stated he had learned a great deal in the past twenty four hours and preferred to wait. Commissioner Bomo reiterated his position concerning baffle boxes and culverts, and stated he preferred to gain additional information on the costs of those items during the next two weeks. Commissioner Beaver inquired where the additional money would come fron to make adjustments costing up to $1 million, and expressed concern that other parts of the city, such as Levy Road paving, which had been promised fo: more than five yeazs, would be neglected because of this. Mayor Shaughnessy responded there was some of the one-time money lefr anc not all money spent would come from reserves. Mayor Shaughnessy believes nothing would be neglected because she was not yet convinced it would cost $1 million. She stated that she was still looking for cost saving ideas and indicated three new cost saving ideas had come from this morning's meeting and would like to look for others. Motion: bold a Special Called Meeting and in the interim, ask Staff to work with ETM to come up with and recommend a plan to get a third party engineering firm to give their opinion on the sizing of pipes. Mayor Shaughnessy inquired if the motion was limited to the sizing of pipes and stated she could not support that. Commissioner Bomo concurred and asked that the motion be amended to include baffle boxes and culverts and inquired if they had to be limited to what is in the motion as direction to Staff. There was no further discussion and the motion failed 0 - 5 v; iii; the entire Commission voting nay. Motion: Direct staff to obtain a third party engineer to give an opinion on pipe sizing, the use of culverts and baffle bo:es on the east-west streets, and any other items which may be submitted in writing by a Commission Member within twenty- tour hours. As a point of clarification, City Manager Jarboe stated he was allowed under the city's purchasing code to go as high as $5,000.00 without Commission approval. However, State Statutes allow $15,000.00 or $20,000.00 to be OMMISSIONERS M O T I O N S E C O N D Y E S N O BEAVER X BORNO X MESERVE X X MITCHELSON X X SHAUGHNESSY X BEAVER X BoRNO x X MESERVE X MITCHELSON X SHAUGHNESSY X X Minutes Pace -ti- City Manager Jarboe explained that there were certain "triggers" which determine if you have to go through the Consultants Competitive Neggtiation Procedures. Considerable discussion ensued concerning the scope of work involved to get the outside engineer up to speed on the project, and it was pointed out he would have to be paid for his time to do this, and cost would be the "trigger" to determine what procedure to follow. Commissioner Beaver stated he was not ready to make a decision tonight because he still needed to evaluate the information presented at the workshop. Commissioner Meserve asked the Commission to think about what would happen if they hired a neutral, third party engineer who said he did not agree with any of the alternatives presented. He then asked the Commission how could we trust the opinion of someone who has not gone to the same depth as ETM to design the project? Do we ask ETM to redesign the project based of this third party opinion or do we start all over again and hire a new engineering firm? Commissioner Meserve then reiterated his position that ETM was a good firm comprised of numerous engineers with a lot of years of engineering experience who had provided a good design. He urged the Commission to move forwazd and cautioned that obtaining the third party opinion might leave the Commission back at squaze one. Mayor Shaughnessy stated she did not favor voting on any two of the alternatives. Mayor Shaughnessy indicated the flooding victims were guaranteed relief when the project is complete, but she was not sure about what would happen in the park. Mayor Shaughnessy stated that as faz as she could determine, after reading the contract documents and CH2M Hill report, listening to the comments, and asking the tough questions, she was satisfied that the engineer (ETM) had fulfilled his contract and did what he said he would do. However, she pointed out the project was not a citywide drainage project because it did not address the tail water issues. In conclusion, Mayo Shaughnessy stated she would welcome a third party opinion on the issue of pipe size, and pointed out the contract with ETM had ended by virtue of the fact the work had been completed and was over unless extended by the Commission. The question was called and the motion failed by a one to four vote with Mayor Shaughnessy and Commissioners Bomo, Beaver and Meserve voting nay. Commissioner Meserve inquired what would be accomplished by putting off OMMLSSIONERS M O r [ O N S E c O N D Y E S N O Minutes Pace -5- break on the type of retention that normally would be required with a new project), because of the city's lack of space, the city would be hazd pressed to prove any type of test to show the lesser aruuwlt of fertilizer we put in Atlantic Beach is going to exceed the break already given the city. Motion: Each Commissioner vote on the two alternatives they believe merit further study as listed in the "Summary of Desigrt Alternatives" dated January 7, 1998. Commissioner Mitchelson stated he made the motion in order to find out which alternatives are most important to the Commission and hone in on them. Mayor Shaughnessy asked for clarification of the motion and asked Commissioner Mitchelson if he was referring to specific alternatives, and it was decided to use those from the list of seven alternatives presented in the "Summary of Design Alternatives" dated January 7, 1998 prepared by ETM, which is attached and made part of this official record as Attachment A.. Commissioner Meserve indicated he did not particularly favor the motion, and stated that comments had been made that the Commission should not rust to judgement, but since this has been going on for twenty months now, he did not think the Commission was rushing to judgement. Commissioner Meserve stated they would never find a solution to satisfy everyone; and reminded the Commission that they had made a decision on the project at one point, based on alternatives provided by the engineer. The engineer then did the 100% design, got the project permitted and, the SJRWMD came and said i~ was a good project, except for some concerns about trees. Commissioner Meserve believed the project had been "talked out" and the Commission shoul~ move forward and make a decision. Commissioner Bomo also believed the existing plan was good, but he would like to see an analysis and cost estimate for using baffle boxes at the ends of the numbered streets. Commissioner Beaver believed that ETM was a good engineering firm, but one issues that continued to come up was the pipe size. Commissioner Beaver then inquired if there was a way for the Commission to find eut once and for all, if in fact, the correct pipe size is being used. He then inquired if there was merit for an outside firm to evaluate the pipe size. Mayor Shaughnessy concurred with Commissioner Beaver's concerns and indicated she also favored obtaining a third party opinion on the pipe size. OMMISSIONERS M O T I O N S E C O N D Y E S N O BEAVER X BORNO X MESERVE X X MITCHELSON X X SHAUGHNESSY X Minutes Paee -4- January 12, 1998 estimated using the data generated for the City of Atlantic Beach from the NPDES permit done by CH2M Hill. Please comment on the City of Jacksonville standards were not followed it the request for RFP's. Mr. Mathews responded that typically, when this statement is made, it is dealing with the selection of a two year design storm. A two year design storm was selected for the following reasons: It was what was recommended in the stormwater master plan prepazed for the city by CH2M Hill; it is very clear that they recommend using a 5" - 24 hour rainfall, and it corresponds to the design storm. This was discussed with the Commission eazly on in the project. The Jacksonville standard refers to the design standazds, the types of pipe to be used, the type of inlets and asphalt, etc. It uses a five year design storm, and deals with a time of concentration - I Ominutes, vs. 20 minutes, vs. 47 minutes. For subdivisions, the City of Jacksonville Land Development Procedural Manual allows calculations as high as 20 minutes from the starting inlet. ETM started with 20 minutes on the extreme end. Inlets with underground stubouts where the homeowners might connect, were assigned 10 minutes. In apartments and more dense communities, the city recognizes and does require in many cases, that a 10 minute time be used on the inlets. Mr. Mathews indicated core city azea is comprised of primarily 50' lots with numerous duplexes and triplexes with a lot of pavement -there is a great deal of runoff in the area. Mayor Shaughnessy pointed out that more and more pervious surface is disappearing as development and redevelopment takes place. Was the use of fertilizer considered when figuring the pollution load? Pollution load deals with many issues other than fertilizer, which include oils off of the pavement, silt, loose sand, erosion, etc. The standazds were based of national research using across-section of many different types of neighborhoods and combined together into a lazge data base. It was pointed out that the City of Atlantic Beach, for whatever reasons, did not have the amount of pollution found incomparable neighborhoods in other areas. Mayor Shaughnessy thanked Mr. Mathews and stated that that she would like to avoid bottom line thinking in solving the problem. She stated, although the city must be fiscally responsible, there were higher values involved and if 101 years from now Howell Park was still preserved and being used by our grandchildren and great grandchildren, then the additional monies spent, if needed, would not seem like much money spent to preserve a public trust. Commissioner Mitchelson stated, with regard to water quality, that since the SJRWMD is holding the city to a tremendously reduced standard (85-95% OMMISSIONERS M O T I O N S E C O N D Y E S N O ~A'....m~ D..pe _7 January 12, 1998 should be left undisturbed. He believed the project needed curb and gutter at the pipe was oversized. Mr. Marchioli inquired if any water quality tests had been performed. Fred Kerber of 375 1st Street stated he believed ETM did a good job avoiding large trees but did not like the placement of a drain box in his yazd. He also stated the location of the fire hydrant on his street had been changed and he would like that to be reviewed. Mr. Kerber also questioned the pipe size and stated the Commission needed to further explore the suggested altematives and get an unbiased second opinion on those altematives. Steve Foreaker of 387 6th Street thanked the Commission and Staff for taking the issue seriously and working so hard to find a solution. Mr. Foreak also supported hiring an outside consultant to review the project and give an unbiased opinion on the pipe size. He cautioned the Commission not to make any hasty decisions, and stated Howell Pazk should be preserved and it was worth paying to keep it for future generations. Don Phillips of 1566 Park Terrace West stated pipe size computations were difficult to make and both could be correct. He questioned why the City of Jacksom•ille standazds were not used when making the computation. He also noted that the first public outcry on this particular project related to Johansen Park and subsequently it was made an "additive alternate" to the project. Mr. Phillips continued that Howell Park was not an issue at that tin because he believed the citizens did not know what was going on there until much later when the trees to be removed were mazked with paint. There were no further public comments and Mayor Shaughnessy closed the public hearing. Ivlayor Shaughnessy then directed the questions raised by the citizens to Hul Mathews of England, Thims and Miller (ETM) which are summarized as follows: Can we preserve the water system as it now exists? No, because when the streets aze put to grade to allow the drainage system to work, the water line would have very little if any cover. Lowering the line for an entire street, b} past experience, does not work. The water lines need to be replaced both horizontally and vertically, and this part of the project is totally separate from Howell Park. Did we test the water quality for pollution? The pollutant load was OFQvIISSIONERS ht O T 1 O N S E C O N D Y E S N O I r A~rinntrc Pagr 7 January 12, 1998 A. J.P. Marchioli of 414 Sherry Drive requested that all notices of meetings placed on the City Hall bulletin boazd include the date and time of tl posting. B. Introduction of Police Department Sergeants Vic Gualillo and Dane Smith. Public Safety Director Thompson introduced the city's newly promoted sergeants, Vic Gualillo and Dane Smith. Director Thompson explained the testing procedure used for the sergeant's position and provided a brief history of each man's achievements. On behalf of the Commission, Mayor Shaughnessy congratulated the new sergeants and thanked them for their service to the city. 3. Unfinished Business: A. Continued Public Hearing and related action on the Core City Drainage Project (Mayor Shaughnessy) Mayor Shaughnessy stated this was the continuation of the public hearing on the Core City Drainage Project and how it impacts Howell Pazk. She then announced that the Commission had just completed a workshop session from 4:00 - 6:30 p.m. on the same issue, and commented it was worth the lazge amount of time being spent considering the scope of the project, the money spent thus faz, and the need for the project to be cost effective. Mayor Shaughnessy then opened the floor for the public hearing and invited comments from the audience. Alan Potter of 374 2nd Street expressed his continued concern that the citizens of Atlantic Beach were being obligated under the current plans to spend $7 million on a project which is wasting money by tearing up most of the water lines and the sanitary sewer system put in five yeazs ago in the core city azea from 1st through 12th Streets. Mr. Potter felt the pipes (66" and 72" in the ETM plan were oversized by 200 - 300%, and reduction in the pipe siz would save the city over $600,000.00. As an example, he cited the Hubbazd Construction project on Atlantic Boulevard where the company is installing si miles of 48" pipe. He then called for an outside opinion from a reputable engineer regazding the pipe size. J.P. Marchioli of 414 Sherry Drive stated Howell Pazk was a wetlands and OAL4t[SSIONERS z`t O T [ O N s E C O N D Y E S N O 7 114INUTES OF THE REGULAR MEETING OF THE ATLANTIC BEACH CITY COMMISSION HELD IN CITY HALL, 800 SEMINOL ROAD, AT 7:15 PM ON MONDAY, JANUARY 12, 1998 PRESENT: Suzanne Shaughnessy, Mayor Richazd Beaver Mike Bomo John Meserve Theo Mitchelson, Commissioners AND: James Jazboe, City Manager Alan C. Jensen, City Attorney Maureen King, City Clerk given by Father John Meehan of St. Johns Catholic Church followed by the Pledge of Allegiance to the Flag. Mayor Shaughnessy acknowledged former Mayor Lyman Fletcher and forme Commissioner Dezmond Waters. L. 4poroval of the minutes of the Regular Meeting Geld December 8. 1997. Motion: Approve miuutes of the Regular Meeting Geld December 8, 1997. The motion carried unanimously. v 1 f h m i t o i l i JanuaQ~ 5. 1998. Mayor Shaughnessy stated, as a matter of clarification of her position, she would like to amend the minutes to add the following: In paragraph three, page one, insert the words "as a public trust" at the end of the first sentence and add the following as the second sentence in said paragraph, "She styes seeking solutions which will address both items and both issues". Motion: Approve minutes of the Special Public Hearing Meeting of January 5, 1998 as amended by Mayor Shaughnessy. The motion carried unanimously. 2. Recognition of Visitors: V V O O T T E E s s M S O E T C I O Y O N E N COMMISSIONERS N D S O BEAVER X BORNO X X MESERVE X X MITCHELSON X SHAUGHNESSY X BEAVER X BORNO X X MESERVE X X MITCHELSON X SHAUGHNESSY X Page Two AGENDA January 26, 1998 D. Resolution No. 98-4 Resolution of Esteem -Ann Meuse, Finance Director (Commissioner Beaver) 6. Action on Ordinances: New Business: A. Appointments to Tree Conservation Board (2) (Mayor Shaughnessy) B. Authorize purchase of Sequencing Batch Reactor Equipment for Buccaneer Wastewater Treatment Plant Expansion and authorize the City Manager to execute Equipment Purchase Contract with Fluidyne Corporation (City Manager) 8. City Manager Reports and/or Correspondence: A. Report relative to selection of independent engineer for Core City review 9. Reports and/or requests from City Commissioners, City Attoroey and City Clerk Adjournment If any person decides to appeal any decision made by the City Commission with respect to any matter considered at any meeting, such person may need a record of the proceedings, and, for such purpose, may need to ensure that a verbatim record of the proceedings is made, which record shall include the testimony and evidence upon which the appeal is to be based. Any person wishing to speak to the City Commission on any matter at this meeting should submit a request to the City Clerk prior to the meeting. For your convenirnce, forms for this purpose are available at the entrance to the Commission Chambers. In accordance with the Americans with Disabilities Aa and Section 286.26, Florida Statutes, persons with disabilities needing special accommodation to participate in this meeting should contact the City Clerk by 5:00 PM, Friday, January 23, 1998. ~. CITY OF ATLANTIC BEACH COMMISSION MEETING -January 26, 1998 AGENDA Call to order Invocation and pledge to the flag Approval of the minutes of the Regular Commission Meeting of January 12, 1998 2. Recognition of Visitors: 3. Unfinished Business: A. Action on selection of a Labor Attorney (City Manager) 4. Consent Agenda: A. Capital Improvements Status Report No. 15 (City Manager B. Bid No. 9798-7: Polymer for Wastewater Treatment Plants -Award contract to Leachman Industries (City Manager) C. Bid No. 9798-8: Purchase of tractor with front-end loader -Accept bid of Coastal Equipment Systems, Inc. for a Kubota L4200 GSTCA tractor with a 680 FL frontend loader at a cost of $27,260.00 (City Manager) D. Bid No. 9798-9: Replace Chlorine Residual analyzer at Wastewater Treatment Plant at 1100 Sandpiper Lane and install Chlorine Analyzer to test for dechlorination - Award contract to Barrett Supply in the amount of $10,990.00 (City Manager) E. Bid No. 9798-10: Purchase of a Roll-on/Roll-off Truck with Hoist -Reject all bids and authorize rebidding with at least three models that meet the speciScations (City Manager) F. Bid No. 9798-13: Repair and Painting of Elevated Water Tank No. 1 -Accept the bid of Eagle Tank Technology and Renovation Corp. in the amount of $41,800 (City Manager) 5. Action on Resolntioas: A. Resolution No. 98-1 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF ATLANTIC BEACH, FLORIDA, SUPPORTING THE FLORIDA LEAGUE OF CITES' CONSTITUTION REVISION RESOLUTION (City Manager) B. Resolution No. 98-2 Resolution of Esteem - Fvst Night Steering Committee, Nancy DeCandis & Rosemary Fletcher, Co-chairs (Mayor Shaughnessy) C. Resolution No. 98-3 Resolution of Esteem -Mark McGowan, Community Development Board Member (Mayor Shaughnessy)