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HomeMy WebLinkAbout04-20-1976 Supporting DocumentsMINUTE'S M 1.274 REGULAR MEETING A Regular Meeting of the City Council of the City of Clermont was hold In the Council Chambers on Tuesday, April 20, 1976. The meeting was called to order at 7:30 P. M. by Mayor Claude E. Smoak, Jr. with the following members present: Councilmen Beals, Byrd, Schroedel and Blackburn, Other officials present were City Manager Tiffany, Director of Community Services Smythe, City Attorney Baird, Chief of Police Tyndal, Building Official Nagel and Deputy Clerk Dollar. others present were: Mr. and Mrs. Eric Stasuk, Messrs. Fleming, Sargent and Czech. Mr. Joe Sanchez, representative of tile. Sentinel/Star was also present. The Invocation was given by Councilman Byrd, followed by repeating of the Pledge of Allegiance in unison by those present. Mayor Smoak officially introduced Gordon D. Tiffany, newly employed City Manager of Clermont, stated Mr. Tiffany came to Clermont from Glencoe, Illinois where he was Administrative Assistant, that he is married and has two children and his wife and children are expected to arrive in Clermont on Wednesday. Mayor Smoak then welcomed Mr. Tiffany to Clermont and hoped his stay would be both productive from a personal and professional standpoint and his living accommodations satisfactory. The Minutes of the Regular Meeting held April 13, 1976 were approved as written. Mr. Eric Stasuk appeared before Council and presented a sketch of a Bicentennial mural which he and his wife wish to paint for mounting on the side of the Jenkins Auditorium. He advised his mural would be 8' high by 12' long, would be done in red, white and blue colors, with four stars on the left edge, and inside the stars would be portraits of famous Americans and the mural would be mounted on tempered masonite and anchored to the building. He estimated the cost of material to be quite less than $100.00. Motion was made by Councilman Blackburn, seconded by Councilman Beals and unanimously carried that -------- With regards an offer from the Little League of Groveland to purchase 12 lights replaced at the tennis courts and 28 lights to be replaced at Bishop Field at $5.00 each, and Director of Community Services Smythe's recommendation that we accent this offer, motion was made by Councilman Schroedel seconded by Council Director of Community Services Smythe reported that approval had been received from the Bicentennial Commission for Clermont to be recognized as a Bicentennial Community and that upon receipt of this recognition the order was placed for the Bicentennial Plaque. City Attorney Baird reminded Council members that Financial Disclosure Statements are due May 15th and must be filed with the Clerk of the Circuit Court with a copy to the City Clerk. Deputy Clerk Dollar was requested to make a note to have financial disclosure forms included in the next weekly package to Council members and also to see that each member of city advisory boards is furnished with a copy of the financial disclosure form with a memo stating they are to be filed by May 15th. Councilman Beals commended the city forces and DAV organization on the excellent job of clean up and renovation of the Highlander Hut. Director of Community Services Smythe advised that an agreement between the city and the DAV covering the rules and regulations for this building is being prepared and will be forthcoming very soon. Councilman Byrd stated that Mr. Wrightam extended an invitation to Council members to visit the building. Mayor Smoak announced the League of Cities Meeting to be held in Tavares Civic MINUTES N4 1275 Center on Wednesday, April 21, 1976 at 7:00 P. M. and that James Hoskinson, Lake County Commission Chairman will be the guest speaker, his topic being Tax Equalization. Director of Community Services Smythe reported that he had no Status'ROport on the sewer connection for the South Lake Press, but that work is being done on finding a solution to the problem.. In a memo to Council (attached) Mr. Smythe advised that the city has withhold $2,059.88 ('5% of the final estimate) pending disinfection of the Seminole Well from the contractor, Locke Well & Pump Company and that the contractor has requested that $500.00 rather than $2,059.99 be withheld and that this request has been reviewed by FmHA and they concur in the reduction from we�will8havelie overpaid Locke Well d&dPumpucCCompanhangeyyr$863.12 fora totalder No. 2 hs beencontapproved contract and if we retain $500.00 as requested, the total due the City from the contractor at this time is $1,363.12. lie requested Council permission to request a refund of $1,363.12 from the contractor. Motion was madeb Councilman Blackburn,_ seconded by Councilman Byrd an unran mousiy carried tha With regards the Michael s-Stiggins litigation, Mr. Smythe recommended that the $30,232.00 Final Payment from the HUD grant, which at this time has been credited to the Utilities Fund Construction Account (19-119) be transferred to a Special New Account (19-119A) and held for the purpose of courts costs and attorney's fees during litigation, easy and rapid correlation and costs when negotiating a settlement and if the final outcome should not be favorable to the city, a substantial amount of money would be available to pay the - additional costs, and requested Council's direction in this matter. Mayor Smoak stated he thought this was a businesslike way of doing business and if, in fact, the litigation should not be favorable to the city, this money will not have been used on projects simply because we have the money. Motion ..__ __I- ,�.. r..��..�;,�,,,., n""I corn dod by councilman Blackburn and unanimousl_ Regarding the Michael s-Stiggins litigation, City Attorney Baird advised that the suit against Michael s-Stiggins has not as yet been filed; however, some meaningfull dialogue has taken place. He further stated he met last week with principals involved with Michaels-Stiggins corporation and their parent organization from California, with their attorneys, with their insurance agents and with principals and attorney for Ardmann and Associates. Mayor Smoak inquired as to the progress on the construction of the new water and sewer improvements and when the projects are expected to be completed. Mr. Smythe advised that he did not have a report on these projects this evening, but that everthing is going along on schedule and he did not think completion would go beyond six months. With regards an invoice from Dawkins & Associates in the amount of $4,130.83 relating to water main extension on Grand Highway, Hook Street and U. S. 27 and a memo to Council from Mr. Smythe (memo attached) in which he stated he raised the question, should the engineers' fee be based on estimated footage of extension related to contractor price, or to the actual cost of extension performed by the city. Mr. Smythe stated he furnished all the pertinent invoices, correspondence, documents and contract to the City Attorney and received the following opinion: "The contract refers to fees based on actual construction costs which in my opinion would mean the actual cost of the extension rather than the contract price of Central Florida Underground. It would be my opinion therefore that the fee should be based on the total cost of construction by the City of Clermont in accordance with the engineers specifications" It was City Attorney Baird's recommendation that the city communicate with the engineers and epxlain the position the city is taking and requested a revised invoice. Mr. Smythe requested Council direction in MINUTES M 1276 With regards the Lake County Planning Department Comprehensive Work Program the item was tabled until City Manager Tiffany has had an opportunity to review the material from the County. With regards the recommendation of the PEZ Conmission that the zoning ordinance be amended to include private recreational facilities as a permitted conditional Use in the R1AA zone, the item was discussed at length with feelings expressed for an ordinance and other feelings expressed that an ordinance was not necessary, that property owners should be permitted private recreational facili- ties. City Manager Tiffany commented that he found himself agreeing with everything that has been expressed on both sides concerning this amendment, but suggested that he and Mr. Smythe be requested to look into this matter a little further. He further stated he thought there are ways to regulate this particular use without going to the rather cumbersome CUP route. Motion was made by Councilman Beals seconded b Councilman Byrd, and unanimous) carrie that the matter be tabt 1 the next regular meeting. City Manager Tiffany reported that the bid opening for the construction of new pier to replace the existing pier at Jaycee Beach was held in his office on Monday, April 19, 1976 at 5:03 P. M. The following bids were received: 1. Wise Marine Construction $33,560.00 2. Vulcan Enterprises, Inc. 37,500.00 3. Hubbard Construction Co. 27,880.00 4. Delta Marine Constructors, Inc. 19,875.00 He advised there was some concern regarding the low bid, as low as it was, with no knowledge of this particular contractor, but research was done on the con- tractors' bac!%§round and capabilities and from information received from some of the people for whom they have done work, they are reliable contractors. The County Board of Commissioners delegated the City the authority to award the contract to the low bidder. City Manager Tiffany advised he recommended that the contract be awarded to Delta Marine Constructors, Inc. with the addition of a requirement of a performance bond with an additional cost on the contract of $400.00. Motion was made by Councilman Beals seconded by Councilman Blackbur n_ir� rn_i. r.nnctrurtnir Inc. Mayor Smoak advised that $8900 had been budgeted this fiscal year to participate in a potential grant from the State of Florida. He stated that this grant was not forthcoming and while we have a contractor here for the pier, he would like the City Manager to investigate the possibility of revitalizing the boat dock located several hundred feet west of the swimming pier and inquire of the con- tractor the cost of revitalizing the boat dock and breakwater at the launch area. Motion was made by Councilman Byrd, seconded by Councilman Beals, and carried Councilman Blackburn introduced AN ORDINANCE UNDER THE CODE OF ORDINANCES OF THE CITY OF CLERMONT, LAKE COUNTY, FLORIDA, AMENDING ARTICLE III OF APPENDIX A OF THE CODE OF ORDINANCES; PROHIBITING OFF -SITE SIGNS IN SHOPPING CENTERS AND MINUTES N4 1277 NULTI-USE BUILDING SITES; REPEALING ALL ORDINANCES IN CONFLICT HEREWITH; PROVIDING FOR SEVERABILITY; PROVIDING AN EFFECTIVE• DATE"; AND PROVIDING FOR PUBLICATION, and the ORDINANCE was road for a first readinU by Mayor Smoak, by title. only. The moetinU was adjourned by Mayor Smoak at 8t35 P. M. Claude E. Smoak, Jr., Mayor idred Dollar, Deputy U-07 — To: City Council FROM: Acting City Manager SUBJECT: Used Flood Lights DATE: April 16, 1976 Attached you will find a letter making an offer to purchase 12 lights we have replaced at the tennis courts and 28 lights we are going to replace at Bishop Field. These lights are surplus property and [ cannot forsee a need for this obsolete type of light. it is my recommendation that we accept the offer. Your concurrence is requested. R. E. Smythe Attachment cc: City Clerk Agenda 4-20-76 City Attorney ��CEIVEC� AP0. 1 5 1976 April 1.2, 19'76 Clermont City Council City Hall Clermont, Florida 32711 Gentlemen: It is our understanding that you are replacing the lighting system at the Clermont Little League field; therefore, we would like to submit an offer to purchase (he lights 0 lights at t$5.00,are etotalgfor the sum of 0each, $200.00) and i£ our offer Is accepted, would like to pick up the lights that you have already removed, for installation at the Groveland- Mascotte Little League field. Your consideration is appreciated. Respectfully submitted, GROVELAND-MAS C OTTE LITTLE LEAGUE By Earl L. Dravrdy Vice President ikm TO: City Council F•i1014: Acting City Manager SUBJECT: Seminole Wall DATE: April 15, 1976 The City of Clermont has withheld $2,059.88 (5% of the final estimate) pending disinfection of the well in accordance with the Florida Department of Environmental Regulation rules. The contractor, Locke Well & Pump Company, has requested that $500.00 rather than the $2,059.88 be withhold. it is the contractor's position that $500.00 is more than ample to take care of the required disinfection.. This request has been reviewed by FmHA and they concur in the reduction from $2,059.8B to $500.00. Since the deduct Change Order No. 2 has been approved we will have overpaid Locke Well & Pump Company $863.12 for total contract. If we retain $500.00 as requested, the total due the City from the contractor at this time is $1,363.12. Council concurrence is requested. f/ ;Y R. E. Sr ythe cc: City Clerk Agenda 4-20-76 City Attorney Director, Community Services Utility Superintendent TO: City Council FROM: Acting City Manager SUBJECT: Michaels-Stiggins Litigation DATE: April 14, 1976 It is my recommendation that the $30,232.00 Final Payment from the HUD Grant, which at this time has been credited to the Utilities Fund Construction Account (19-119) be transferred to a Special new Account feeslduring��litigation,d hold for the easyuandse of rapidcourt costs corelation ofdcostsrwhes n negotiating a settlement and if the final outcome should not be favorable to the city a substantial amount of money would bo available to pay the additional costs. Your direction is requested in this matter. R. E. Smythe cc: City Clerk - Agenda 4-20-76 City Attorney 'yr RECEIVED;: 10 197F A PA DAWKINS&ASSOCIATIES, INC. 1 CdNSuufING CIVIL AND E:NVIRONMf:NTAL ENAINf:CfIV) March 12, 1976 Mr, Robert C, Smythe Acting City Manager (ity of Clermont 41 West Gate Plaza Clermont, Florida 32711 Invoice. for Engineering Services -- Waterworks Improvements City of Clermont, Florida -'� - can -soy Dear Mr, Smythe: With reference to your letter dated February 16, 1976, please find attached our invoice for engineering services relating to the preparation of plans and specifications for the water main extension south from State Road 50 along Grand Highway, Hook Street and U. S. Highway 27 to the City limits. As you know, the City had originally expected that this extension would be part of the overall waterworks improvement program now under contract with Central Florida Underground, Inc,; however, this extension was separated out of the main program with City forces performing the work of construction. Our fee is based upon 11.5 percent of the net construction cost in accordance with our Contract dated June 28, 1973, FmHA document 442-19 and Table 1 of Attachment I thereto. The net construction cost of $35,920.25 (see attached estimate) has been determined from unit prices as presented in the bid proposal of Central Florida Underground, Inc, -- Contract dated January 6, 1976, Also, please find enclosed four (4) copies of the permit application and draw- ings for construction of this (later main extension. Upon execution in the appropriate places, please forward the entire package which includes a letter of transmittal suggested for City of Clermont letterhead to the Florida Department cf ERvironmental Regulation for review and approval. If you should have any questions or need further information, please call us, Sincerely, DAWKINS & ASSOCIATES, INC, r,Lr."son P.E, , Senior Project Manager PLC/RECTOR/cwt Fnclosures —CORPORArECIFICEa • 520NORTHUMOIIANOLYO. • P.O, pIIAWER 14021 • ORLANDO, FLORIDA 32807 • 305IM-3011 TO: City Council FROM: Acting City Manager SUBJECT: Engineering Fees DATE: April 9, 1976 Attached Is an invoice from Dawkins and Associates, Inc. for services relating to water main extension on Grand Highway, (look Street and US 27, li Originally the engineer made an estimate For this project of somewhere near $41,180. Because of this rather high ostimate the City elected on January 13, 1976 to install approximately 1800' of this 4000' job with material on hand and with city forces. The engineers were notified by letter of this decision on January 16, 1976 and instructed to prepare for implementation of Item 1 with DER Permit for total extension. On February 5, 1976, the engineers were notified to prepare a change order for the southerly 2200' portion of this line at contract prices with Central Florida Underground. is This they did, but by the time we received the change, order we had elected to substitute PVC pipe for C. I. pipe, reduce the 2200' to 1275' and proceed with the remainder of this extension with city forces. I instructed Dawkins and Associates on February 18, 1976 to void the change order, continue with permit application to DER and when this was completed to bill the city for services. i We received invoice as attached based on contract of CFU of $35,920.25. I raised the question, should their fee be based on estimated footage of extension related to contractor price or in fact related to actual cost of extension performed by city which will be approximately $11,200? I furnished all the pertinent invoices, correspondence, documents and contracts to the City Attorney and received the attached opinion. If it is consensus of Council to pursue this matter as recommended by the City Attorney, please give me that direction. i R. E. Sipthe Attachments cc: City Clerk -Agenda 4-20-76 City ATtorney ' li rr�_ 7 DAWKINS&ASSOCIATES, INC. Consulting Clvil and L'nvironmenlal Lnglnvers P.0. Drawer 14024, C)Mindo, I In,illo 321107 305 / 276.3011 ^ City of Clermont INVOICE NO 611-1564 #I West Gate. Plaza Clermont, Florida 32711 DATE February 29, 1976 Attention: Mr, Robert Smythe pFK).1FCT N0. C44-S05-F.40 Acting City Manager FOn PROFESSIONAL ENOINEEAINO MIMES: PROJECT NFSCRIPTION: Preparation of plans and specifications for tho construction of water main extension south from State Road 50 along Grand Highway, Hook street and U.S. Highway 27 to the City limits, City of Clermont, Florida, PROJECT STATUS: City forces to do the work of construction. Engineering services 100 percent complete total project. FINAL BILLING Based on 100% complete, BASIS OF BILLING: In accordance with out, Co dated June 28, 1973, FmHA document 442-19 and Attachmen trereto at 11.5 percent of net construction cost (Basis of unit: prices as per Contract awarded to Central Florida Underground, Inc., for remainder of Water- works Improvements - Project 1, dated January 6, 1976. ) BILLING: Actual Construction Cost $35,920.25 Engineering Fee due this invoice: 11.5% x $35,920.25= . . . , , . . . $ 4,130.83 AMOUNT DUE THIS INVOICE . . . . . . . . , $4,130.83 /cwt •"ARKIN3 A ASSOCIATES, INC. . I PROJECT COST ESTIMATE T-II?c: .of EstimmtoPre lim1,narY.PlanninD�T)—Pra-Oct=-J_Jn.-.(�_�_r. n,finil_H L. Engr's Project i'io,:_.C.44_505-E50 _ Project:Waterworks Improvements_ —_ Take -Off Ily; _RCR Da to �3/2/76 Project 1 -- Clermont, Florida Estimated hy; _RCR _ Date ^3/2/76 fart; Grand Hwy., Hook 5t„ U.S. 27 Item (Ia. Description Estimated tuant(I.y,- Unit Unit* Price IstlnaLed Amuunt 4.03 6-inch CIP 3,931 1-,F. S 075 25 6,534.2. 5.00 6-inch Standard Fire Hydrant 3 Ia. 375100 1.125.E 7.01 6-inch Tie-in 1 La. 350100 350.0 8.02 6-inch Gate Valve 9 fa. 190,00 1,710.0( 11.00 As halt Pavement 689 S.Y. 9100 _ 6,201.0r Removal and Replacement —�— I I I _ I I I -- I I I Sub -Total, basic Construction Estimate; 5 1 __— --- Plus Construction Contingonc — — I.stimated Construction Cost: 35 9?0.25 :I L_HMAII.i) 7111-Al PROJECT CAST (Consir. Cost +_,.): *Unit prices as per Central --Florida Underground - uu, ronrn NO, 3oiojnui�jczmilated 1/(i/%6. Page I of. ".I — RECEIVE[) A PA ,' 1976 111)VIN ANI) 111.►1)i1) ATTOIII,KYIt AT CAI/ I VIY.NIIIAI l: f•CA/A OIIIVI: II I.NII DI/IVT, 1^Irlllllll.► /IYT/1 EC', r. r.t [ r. v�A 'CCCAr�t)A[ uE� lu• I�EI tf<A^uV rr Y� ut. .rr April fl, 1976 Mr. It. E. Smythe Acting; City Manager 1 westgntr Plnzn Drive Clermont, Florida 1271.1 RE: ENGINEERING TTI:S - 14ATER MAIN EXTENSION Dear Mr. Smythe: I am in receipt of your letter of March 30, 1976 regarding the invoice from Dawkins and Associates, Inc., for services relating to the water main extension on Grand Highway, hook Street and U. S. P27. The contract refers to fees based on total construction costs which in my opinion would mean the actual. cost of the extension rather than the contract price of Central Florida Underground. It would be my opinion therefore that the fee should be based on the total cost of construction by the City of Clermont in accordance with the engineering specLfLcation. I would recommend that you communicate with Dawkins and Associates, Inc. and ex- plain to them the position that we are taking; in this matter and request that they submit a revised invoice. Very truly yours, ,J LEONARD It. BAIRD, JR. City Attorney CITY OF CLER14014T 11 !0,; A' 0"t, j)-o.sj-%q,jLi Dai- PIP, 1:1 q. Pr r 1ol 0:, Waterworks Improvements D Project.I Clermont, Florida T,,l!,v-()ff VY: EP Grand IMY Hqok , �,U. S. 27 By: E.PD .76 .. ........ Uni t* ----- -� F, - Estimated -1 tllit c'jnt Itca0.13C,cr on yI -,-- - 0 L. F. 1 117 2 08 6-inch A.C.P.• 1.:VTI,�.497.60 6-inch- - - - "' 1,280 L.F.- -T. . j P-U C-P.-... j17 C�O 468.00 4 Ca.. 6-1 Ea. 67 00 335.00 6-1 nch Te 0 41 00 82.00 2 Ea. 4 50 ej 1 s 6- .jnch 14 - a 3 . Ea.' 290 1001 870.0 6-incii, Fire Hydrants .Ir, .. . - " - F.- --i-T 18 180 . ..... 2 Ea. 6-1 ncil Caps I P.U,C.. Gap--_ 14.1-00 i 350.00 0 25 Tons Asphalt Pavem nt 7,337.20 3668.60 IX 2 Labor F.-.- ---- --- i---V-a-1,ve-b-oxe-- 4 6 -OOT 24.00 C.Y. T- --- - --+--- - - --11 5 3 �4 rock 130 1--Li.me o F 7 7- —7 i---------- - - - ---- ------ S 11> Us' I II::,"'IstruCtl .,'I fr'r;i "(J cn cy 31: . . ......... - - I-- "--- I ........... --- - ----- -- . ........ 1 13 L7 t: Ila te, 'I lisl 10.1rlji % PRIV'(;"r 'C(W,'-r- ) Page Of DID OPENING The bid opening for the construction of a new pier to replace the existing pier at ee each ed Suth of La1Minnola 976. 5fi1 Present at the opening were the following: City Manager Gordon D. Tiffany, Acting City Manager Robert E. Smythe, Joe Sanchez, representative of the Sentinel/Star, a representative of the Vulcan Enterprises and Administrative Secretary Mildred Dollar. The bids were opened at 5:03 P. M. by Acting City Manager Smythe and were as follows: 1. Wise Marine Construction (bid sent to us opened) $33,560.00 2. Vulcan Enterprises, Inc. $37,500.00 3. Hubbard Construction Company $27,880.00 4. Delta Marine Constructors $19,875.00 DELTA MARINE CONSTRUCTORS, INC. 2100 HOLLY OAKS RIVER DRIVE JACKSONVILLE, FLORIDA 32211 'hnWhunu: (004) F24-1488- April19, 1976 City of Clermont t11 West Gate Plaza Clermont, Florida 32711 Hol&n OIn k.ull Pm Mont Dear Sirs: We propose to supply all labor and materials to construct a concrete dock as described in the plans and specifications for the lump sum of $ Yours very truly, Delta Ma�rriine /Cronsstrruu%cto�rss,, Inc. �/% i HUBBARD CONSTRUCTION COMPANY GENERAL C oNTRACTORJ n, o, nox oai7 ORLANDO, f'LORIDA aznon April 15, 197E Dlr, It, li, Smythe, Acting City Manager City (hill 1 Wostgato Plaza Clermont, Florida 32711 Ito; New Paor Construction () Jaycee (leach And Removal of Existing Pier. Gentlemen: We propose the following for the lump sum price of Twenty Seven Thousand Eight Hundred flighty Dollars (427,880.00). 1. Remove existing pier to your satisfaction. 2. Furnish and install a new prestressed concrete pier 8.0' X 200.0' according to your sketches. 3. Deck slabs will be 8.0' wide in lieu of 4.0' to eliminate an unnecessary joint. 4. Connect new pier to existing concrete with a prestressed concrete ramp. We assume that the City has secured all necessary permits and we are prepared to furnish a Performance Bond if desired for 1%. Our thanks for the opportunity to extend this quotation. Should any questions arise, contact me at 305-849-0050. JRtbg Sincerely, John Rosich, Assistant Vice President ORGAN/ZED 1920 - INCORPORATED 1929 PROPOSAL POST OFFICE DOX 302 MAITLAND, FLOIIIDA 32751 P.O. DOR 2.31E NOUNT DORA, FLORIDA 32757 PROPOSAL SUBMITTED TO: "IONS � (901.) 90-5162 I DAM JA NAME OF_1AKE_00UDITY_CONDII ST0.EEi __3_4 411IST_t4AIN„STEDCET .._.__._ CITY, STATE, Page No,...: of 1 _.__Pages JOB NAME, clea�4Orrr_MUD >2cTPnz, PI E T STREfL _DISTRICT # .-1743 CITY, ^^ STATE. CLERI40NT FLORIDA LAKE MINDTEOIA We hereby submit speclficallons and estimates for: THE CONSTRUCTrI'ON OF A NV CONCRETE, PMR._ SEE.,AN PLAN — FOR SPECIFICATIONS ADD DETAILS. �-1� a'Eti� d7vj (-R {GCS 1 We hereby propose to furnish labor and materials — :omplate in accordance with the above specifications, For the sum oh THIRTY THREE THOUSAND FIR'; HUNDRED SIXTY _dollars is 33,560.00 I with payment to be made as follows: $8,000 00 r-IHDN ALL PILES ARE CAST — $8,000.00 WHEN ALL PILES ARE SET IN PLACE — $8,000.00 WHED1 ALL LINTEL DisAMS ARE POURLD _ V,-560.00 UPON SATISFACTORY COMPLETION. All material is guaranteed to be as specified. All work to be completed in a orkmanlike manner according to stonderd practices. Any alteration or clavestimate, Al from above specification, involving extra cost, will be ..ecmed only upon wrltlen orders, and will become an extra charge over and above the mlimafe. All . agreements contingent upon strikes, accidents or delays beyond our control. This proposal subject to acceptance within 60 / days and is void ra Ihea(Ier at the option of the and ertipned _--_-_�"' Authorized Signature ROB ERT I. 'iISE ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature _ _ Signature UTUAN 6 NTERPRI SOS, INC. April 3.9, 197G City Manager City Hall 1 Westgate Plaza Clermont, rlosida 32711 Re: New Pier on Southside of Lake Minneola on SR 561 Gentlemen: We propose to install and furnish necessary materials and labor to construct the new swimming pier as described by your specification pages 1 through d and two attached sketches. LUMP SUM PRICE: Thirty-seven Thousand Five Hundred Dollars ($37,500.00) - - Any work other than that described in your referenced specifications is excluded. If we can be of any assistance in further explanations, do not hesitate to contact us. Respectfully submitted, VVUULCAN E/NTE�R/\PGR,I^S/E/S, INC. E J. McDonald, Vice President EJMc/amb P.O. BOX 2766 LAKELAND, FLORIDA 33803 813/646.5767 DETAILED SPECIFICATIONS FOR• CONSTRUCTION OF CONCRETE PII:II ON LAKE MINNEOLA IN THE CITY OF CLERMONT For CITY OF CLERMONT and LAKE COUNTY BOARD OF COMMISSIONERS LAKE COUNTY, FLORIDA MARCH 1976 DETAILED SPECIFICATION RCOUIREME•NTS MISCELLANEOUS CONCRETE WORT: SCOPE: Work Included: The work intended in this division consists of the supplying of all labor, materials, equipment, form work and reinforcing necessary to place, finish, and properly cure the concrete as detailed and set forth on the drawings. The installation of all bolts, inserts, etc. though provided in other divisions of the specifications shall be properly ;et under this division. (a) Fill solid with concrete all reinforced vertical block cells as noted on the drawings. (b) Form and pour reinforced i concrete beams, floor slabs, and footings detailedas (c) Form and pour concrete thrust blocks, and pipe supports as required. (d) Testing of concrete, test cylinders required for testing by independent testing laboratory shall be the responsibility of the Owner. 2. MATERIALS Concrete: All concrete shall be a "Transit Mix" by an established firm. Materials, equipment and mixing methods shall be in strict accordance with the latest recommendations of the Portland Cement Association for the production of the following strength concretes based upon ASTM tests at the end of 28 days. Footings, and slabs on grade, Beams and filled cells: 3,000 lbs. per sq. inch Reinforcing Steel Shall be of the size and shape called for on the drawings and shall conform to the requirements of the "Standard Specifications for Billet -Steel Bars for the concrete reinforcement: ASTM Designation A-15." Cold drawn wire or welded wire fabric for concrete reinforcement shall be of N10 size, 6" x 6" spacing, placed as called for on the drawings and shall conform to the requirements of the "Standard Specifications for cold -drawn steel wire for concrete reinforcement: ASTM Designation A-82". Form Materials Generally: Materials for form work shall be new or shall meet with approval of the Engineer. Footing,: Earth forms wherr earth will retain shape; dressed lumber forms where earth is soft and subject to cave-in. Exposed construction: Dressed lumber, or forming plywood, whichever produces a minimum of Joints and best exposed surface. E_pansion_Joints Asphalt impregnated fiber, 1/2" thickness, 6" high, as manufactured especially for expansion Joint purposes. 3. WORKMANSHIP_ Handling and Placing— This Contractor shall ascertain before pouring concrete that all inserts, bolts, conduit, piping, etc., are in place or that openings are formed for future installation of same, w0traactor=FYaii=uotJiy_424).bears=prier_to=Pft1v1Jttg= aD9= run Crele'saZ-YB4BEG=-the Z-KBSJBee£_38=so= sot! f-iedsaBossonereteiAAM3_8HpMNI. Equipment used in the transportation and mixing of concrete shall be thoroughly cleaned prior to its use. When depositing concrete has begun, it shall be carried on as a continuous operation until the placing of that section is complete. Concrete shall be placed in layers so that it does not flow for any appreciable distance, and worked thoroughly to eliminate air pockets. Transport concrete from mixer to place of final deposit rapidly. Use all precaution to prevent separation. Partially hardened concrete shall not be placed in the work. No concrete shall be allowed to "free fall" more than five feet. If for any reason it is impossible to place concrete in its final location within ninety (90) minutes after said concrete has had water initially placed in the mix, then this concrete shall be rejected for use in this construction. Concrete shall be poured as dry as practicable and in no case wet enough to cause any accumulation of water on the surface. During placing of concrete, it shall be thoroughly rodded or vibrated around all reinforcement and into inaccessible areas so as to provide a dense and homogeneous mass free from voids or honey combs. After concrete has been placed and its initial set started, the concrete shall be kept moist by sprinkler or ponding to insure proper curing as directed by the Engineer. Curing shall be continuous for not less than seven (7) consecutive. days. Expansion Joints: Expansion Joints for concrete shall be placed as shown on the drawings, Joint size shall be 1/2" with top of expansion felt located 1/4" below top of finish surfaces. Reinforcement: Reinforcing steel shall he delivered to the site and properly stored until such - 2 - timv as It Is placed. In columns In water there shall be not less than 2" of concrete between the reinforcing and the exposed surface. In all other instances reinforcing shall be protected by a minimum of 1 1/2" of concrete. Reinforcement shall be accurately placed and secured by means of metal chairs, spacers, and/or ties to insure the above coverage. Splices in reinforcing shall be a minimum of 18" and shall be securely tied together at the joints. Welding of reinforcement shall be discouraged and prior approval obtained from the Engineer before proceeding to do any welding deemed necessary. When reinforcing is in place and secured, the Contractor shall notify the Engineer so that his approval of the installation may be securer] prior to the pouring of concrete. Form Work: Form work including earth forms for footings, shall be wet down -rrior to lack-ri Rconcrete. All forms shall conform to the shape, lines, and grades, and dimensions of the concrete as called for on the drawings. Joints in forms shall be horizontal or vertical where the appearance of the finished surface is of importance. Lumber once used in forms shall have nails withdrawn and surfaces to be in --. contact with concrete thoroughly cleaned before being used again. Curing: Exposed surface of concrete slabs shall be kept. wet by sprinklers, pending, or by covering with Vis-Queen and periodic wettings for a period of at least seven (7) days. Finishing Floor slabs shall be finished only by experienced finishers in the following manner. Slabs to be finished as a concrete floor - wood float finish, sloped to drain. Slabs to be finished as concrete walks - steel trowel finish, brush lightly with fine fiber broom. All exposed edges of concrete shall have a 3/4" chamfer Should poured concrete beams, slab edges, etc., have exposed "honeycomb", areas shall be wet down and grouted and rubbed to produce smooth finish. Unless a separate item for reinforcing steel is included in the proposal, it will be included in the cost of concrete. Prestressed concrete slabs shall be constructed of 5000 psi concrete (28 day) in a yard being a member of PCI, Slabs shall be straight and free of irregularities. -3- Precast piling (0" x 0") shall be straight with sufficient roinforcing extending from top to ombed and tie the stool into the lintel stool, piling shall be long enough to include (4'-0") - four feet of embedment into the sand bottom of the lake at the deepest and. 4. Existing ('acilitY The old Clermontwreservingrthelrightrto keepbanyhorcallroftthewusledtmaterial. , I r (• r A ,l I 1 I 11 22I Vl l� 1,• �l ^ m