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04/18/1986 Agreement A G R E E MEN T THIS AGREEMENT made and entered into on the /?ih day of J?~A2JL 1986, by and between the BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA, hereinafter called the "Owner," and ADVANCED MARINE CONSTRUCTION, hereinafter called the "Contractor." WITNESSETH, that the Contractor and the Owner for the consideration hereinafter named agree as follows: 1. The Contractor shall furnish all the materials and perform all the work as required by the Specifications 'Or. for Boating Improvement Fund Project located at Dodge Lake Boat Ramp, Marathon, Monroe County, Florida, a copy of which is attached hereto and made a part hereof. The Contractor also agrees to provide riprap in front of the concrete seawall and to top dress said seawall. 2. The work to be performed under the contract shall be commenced within thirty (30) days from the date Owner provides Notice of Proceed and to be completed within ninety (90) days of that date. 3. Further, the parties agree that if the Notice to Proceed has not been given by Owner to Contractor on or before September 1, 1986, this Agreement shall become null and void. 4. Further, the work to be performed under the contract is contingent upon receipt of appropriate grant monies from the State Department of Natural Resources, Boating Improvement Fund. In the event this grant is denied, this Agreement will become null and void. It is also agreed that the Contractor understands the rules of the Department of Natural Resources, Boating Improvement Fund and will comply with said rules along with the rules and procedures instituted by the Owner to insure orderly progress of the project. 5. The Owner shall pay to the Contractor for the performance of the contract the sum of Twenty-six Thousand Two Hundred and Seventy-five Dollars ($26,275.00) upon completion by the Contractor and acceptance by the Owner, subject to terms and conditions of paragraphs one through four above. 6. The attached Specifications and Plans, together with this Agreement, form the contract, and they are as fully a part of this contract as if herein repeated. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first above written. BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA l!Y: ~"~~:~~~ >-~ (SEAL) Attest: DANNX L. KOLHAGE, glerk -f2L p~) i)/ ADVANCED MARINE CONSTRUCTION By: (SEAL) Attest: ~L I. SE~ARY 1 BY 2 /"" COUNTY OF MONROE KEY WEST~ FLORIDA ~E~glE!geI!g~~_EQB_B~Ee!B_QE_~QBI_BB~E_EBglb!IY~ QQQ~~_bBb~~_~BBBI~Q~~_EbQBIQB~_~Q~BQ~_gQUUIY~_EbQBIQB be received by the Board of County Commissioners, , at which time and read aloud for "repair of the Sealed bids will Florida all bids will be publicly opened County Park Boating Facility. 1. .2E:~glElgBIlQ~~ (A) Detailed specifications enclosed along with site and ramp drawing~ sign draw- ing (2 sheets~ Monroe County/DNR)~ ramp improvement specifications sheet, and DNR Project Design Criteria (rule 16D-5.36). (B) General work included in specifications: 2. E:~B~lI~ (A) ~ ,_I. gsBIIElgBIIQ~: (A) (1) repai~ existing wall and build new sections (2) remove and repair existing concrete r-amp (3) remove and repair existing access area to ramp and replace with asphalt paving (4) install DNR/County recognition sign (5) backfill as required and dress entire area (6) provide trash cans The contractor will obtain the necessary permits for the work to be done. Con- tract must be made with, but is not limited to, the Florida Departments of Natural Resources and Environmental Regulation, U.S. Army Corps of Engineers, Monroe County Building Department, and Monroe County Public Works Department. Bidder will certify that the plans and specifications of the project will comply with the project design criteria estab- lished by the Department of Natural Resources and will~ if carried out, result in completed facilities incor- porating acceptable engineering design standards, which facilities will be structually sound, safe and suitable for their location and intended use. (8) Awarded contract6r must also certify com- pletion of the project in accordance with 2(A)~ and in accordance with all relevant permits. --.... . l ~ 4. Bidder shall specify estimated number of days required to complete work. The Board of County Commissioners reserves the right to accept or reject any and all bids. All bids to remain valid for 120 days after bid selection by the Board of County Commissioners or until contractor is in effect allowing for new dates~ whichever comes sooner. Performance Bond required in accordance with Florida Statutes Chapter 255. If your bid or proposal exceeds $25~OOO~ it will be necessary to post a Performance Bond. ..( ----- SPECIFICATIONS FOR DODGE LAKE BOAT RAMP IMPROVEMENTS MARATHON 1. Raise concrete block seawall to level of block in high area at SW corner of property near Aviation Blvd. by placement of additional concrete block courses as necessary. Pour two-inch concrete cap along top of wall. 2. Place and roll select limerock fill over 8-inch concrete storm pipe to provide six-inch cover. Place and roll fill material in all areas adjacent to seawalls as back fill where low areas occur after concrete block seawall is raised to elevation 1.5' above MSL. 3. Remove existing concrete ramp surface to provide smooth surface. Place six-inch ramp pad, fifteen by twenty feet, as sho~'m o.n sketch. Concrete to achieve 2800 psi on 28-day break. Contractor to~rovide cylinder break test. All reinforcing steel shall be Number 5, Grade 60, pI aced at 2' -0" on center each way. Ramp shall have maximum 15% slope, and minimum 10% slope in accordance with attached State requirements, with wheel st.op at 10\l'Jer end. The- wheel stop ~~hall be 6" high and poured (16D-5.36) continuous with the ramp pad. 4. Provide minimum of t.wo 55-gallon trash cans, painted in attractive colors and identified as being Monroe County Property. 5. Dress entire area as required t.o provide neat appearance and to ensure rain water runoff. 6. Pave in vicinity of ramp as shown on drawing with 5-2 asphaltic concrete (1 inch minimum thickness). 7. Continuous footing and shall extend a Reinforce with # 5 D.C. horizontal. shall be 1'-0" ~'Jide by 15'-0" long minimum of 3'-0" into bedrock. 2'-0" D.C. vertical and # 5 1'-0" 8. Place inverted #6 U-Bolts galvanized (pad eyes) at upper end of ramp corners. 9. Provide 3-inch minimum cover on reinforcing steel. 10. Rough finish surface of ramp to provide non-slip surface. 11. Build and install required Department of Natural Resources/Monroe County facilities sign in location to be provided by County representative. (See drawings for sign specifications.) ~ r' and safaty squipment. contract lacor and ~ater4a~3 not used axclus~ve11 f~r t~e ;rant ?roJec~. in-house lacor, equipment or other ser~ices, and-operational and administrative costs. Spec~:ic ~uthorit1 370.021, 371.161. ~S. La~s :~plamented 371.171. 371.65, ~s. History: ~ew . ?rsviously nU=Dered 160-5.03 160-5.36 ?rojec~ Design Criteria (1) ~ll projects which involve construction or substantial repair or renovation o~ boat launching or docking facilities shall be constructed in accordance ~ith plans and specifications prepared by or under the supervision and review of a registered, professional engineer. ~he engineer shall certify to the Department, on ~ne Pre-Construction Certification ?orm supplied for that pUZ'pose, chat. the plans and splicifica'::ions ..( provide ~or :acili'::i&s ~hich will be str~cturallr sound and sui~- able for the intended use &nd site conditions. The Pre-Construc- tion Certification ?orm shall be submitted ~i'::h the projact application. Opon project cc=pletion. th~ engineer shall si;n a statement certifying satisfactory co=pletion of the project in accordance ..,ith. approved pre-const:z:uction plans and specif1ca- '::10ns. This statement shall be submitted along ..,ith the ?roject Completion Certificate required by this ?art. (2) ?or purposes of this section, a repair or renovation project ~ill be considered substantial if the project involves: (al Expenditure for a sinqle project of at least $2,300 from the 1lorida aoating Improvement ?rogram; or (b) Expansion or replacement of ramp or dock surface area equal to at least 50\ of the existing surface area. (31 !n the preparation of plans and specifications for construction or sUDstantial repair or renovation of ~oat ramps, the engineer shall, as a minimum, :omply ~i~h '::he following design standards: 7 "0 (a) The minimum width shall be 10 feet for single lunc ramps or multiple ramps separated by " access docks, and 12 feet per lane for mu~:~ple lane ramps Mitnout separation. rhe minimum slope at the ramp shall be 10\ and the maximum slope shall be 15\. (c) The minimum water depth at the end of the (bl ramp at the expected low Matar ~ondition shall be 24 inches. Cd) Ramp ends shall have a '..heel stop ':0 prevent the boat trailar from backing off ':he ramp. (e) Any alteration to the natural shoreline required for ramp construction shall be stabilized by the use of sod, rip-rap, retaining walls or other suitable ~eans to prevent erosion. (f) Concrete for construction of pre-cast ramp slabs shall conform to local code require- ments and attain a 28-day strength of 3,000 PSI. Concrete for construction of poured-in- place ramp sections above the waterline shall conform to local code requirements and attain a 28-day strength of 2,500 PSI. (g) Ramps shall have an approach area for maneuvering and backing extending at least 40 feet from the landward end of the ramp. The approach area shall be designed to allow a vehicle to approach the ramp at a horizontal angle no greater than 300 from the center-line of the ramp. (4) If any of the above boat ramp standards cannot be met due to unique site conditions or permitting requirements, the county may request. in writing, that the Department grant a variance from the standards. Such requests shall be accompanied by a cOpy of the project plans and all pertinent details necessary to explain and justify the need for a variance. a ,~ ~ .~ ~, ..:. ' '. .i2>~'c... yJC>R.""-~ .._-.,-~- M.ARA""'"O~~ ~ '- , ~,-_._ \0.3-8.5 . n ~ ~ z o - ~ ~ Cl' UJ c~o 6e.^vv~\-lo-- Wi 5Ac..y r ~ ~ .{ ~ (J ~ ) ~ "/.-:;-. ~ . ~__ """R E.."?A. \R . "W) ,..\ .\, ., ..( r 1 I . :! '26.0' ~ --- .-.--- c ) " / ........ / p, / ---ry Y.. / ,/ / 3,"E.\E.. S..--c....".::. OVE.~ 'W,.........t.- To ::>.A..Me.. EI-. A~ \O-p C""OVK.~E.. be~ .s-<-~srE:.---c.""-l..s. -POD.G E LA '\<.E .J \ 1-0' N e. '""" vJ A.... \- '-,.. . ......;., ....." - -- ........' ~ ~ -- --- - .;- ............ -=- _/ " -=E:, \.i \\_ P t--l e:. "" W po. 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