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Resolution 199-1986 Jeff Fisher, Extension Director Boating Improvement Fund Liaison RESOLUTION NO. 199-1986 A RESOLUTION OF THE BOARD OF COUNTY COMMIS- SIONERS OF MONROE COUNTY, FLORIDA, APPROVING THE STATE OF FLORIDA DEPARTMENT OF NATURAL RE- SOURCES BOATING IMPROVEMENT FUND PROJECT APPLICATION FOR DODGE LAKE BOAT RAMP REPAIRS, MARATHON, MONROE COUNTY, FLORIDA. BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA, as follows: That the Board of County Commissioners of Monroe County, Florida, hereby approves the State of Florida Department of Natural Resources Boating Improvement Fund Project Application, a copy of same being attached hereto, in re: Dodge Lake Boat Ramp Repairs, Marathon, Monroe County, Florida. PASSED AND ADOPTED by the Board of County Commissioners of Monroe County, Florida, at a regular meeting of said Board held on the 20th day of June, A. D. 1986. BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA By . .. ~- ~ ~)...., '1.~' ~ ~_\'- r. - \ Mayor/Chairman : , "{~ ~ ( Seal) ; Attest: DANNY L. KOLHAGE, Clerk ~p VEDAS TO FORM d A JIlL S~FFICIEfvCY._~ ~..~ -'It OL, BY ~- . . ' Attorney's Office ST~TS OF FLORID~ D:::P"\i\.T~!:ENT OF ~lhTUP,,\.L P.ESOUP.CES Flo~ida Boating I~provement Progr3~ ?roject h~plic~tion P~oject Identification 1. Types of Project: Acquisition Development x Plannir:g Launch Site x New For Office Use Only Docking Facility Expansion Date Received Channel Marking Renovation x Project Nu.'11ber Other (specify) County Monroe 2. Project Title: Dodge Lake Boat Ramp Repair 3. Project Location: Dodge Subdivision, Marathon, Monroe County, FL 4. Brief Description of Project: replace boat ramp, refurbish seawall, level grading, add some riprap 5. Grant Requested: $ 26440 Source of Other Funds: $ Estimated Total Project Cost $ 26440 6. Applicant Identification: Applicant County: Monroe Located in City of: Key West (if applicable) Liaison Agent : Jeffrey A. Fisher Appointed Representative of Monroe County, Board Name of County of County Commissioners Monroe GountyBoard of County Commissioners Address: P. O. Box 2545 Key West, FL 33045 Phone No. ~44~ t/ r;,- 3- IjYb 7. Signature: Date: -....,... ....,- :l _.-'1._":' ",:,"i' .-.,:: --.... - ---...~-_..... ::?:~:'~.~~;:' CF :;~:'L~~~ ?-=':;I:'C~.i:=': :::==:"=-2.. ~ . =-oa-:.:...::c; :..::: :: :: := "'(~. 2... r:1 ~ ~.. -:. "'j--.--..,......, - - - ':: - --- ?=~~2C~ ~~~l~~~~~=~ .: '""' ..... -...;- Se'f,lel::::~.e~ -:. 1 - . IC:.~.:: 2= S:::.? - . .:::''':2: = -='~2=2.: St.2.~2 - . __.:c::.....:.. x 2. ~~~~l ~3~~~~~2~ C~S~: $ 26450 3. '=-::':- e .:3~~ "='-_':_~-o"': _._..... _..::J '-_._ ___ C~s-::' c:: ::l~-""'c""e~ ..._-:' ~ - 2e"'(/" e laE=:::~:: to (3 :! ....-...: .;.. ~ l..._ -i ~~c=-2..:. -:..~ Qt:.ar..~.:.::y a::c Gr:.:. ': 0:: :'!e 2.S t:.= e S8ec.:..:y ~To. a..-:c./cr ;'2e':. ~.s ~=-:::a --:.::c Cas:: 26275 Keynoter 45 . I I Rppnrt'pr 120 (10 % ffiax.:.::un) 26440. 4. ~y:-e ar.d Stat~s of Req~=2c. pe==its, 3as~e::::s or ~e2.ses ~.l:? e : DER/USACO E Stat-.:.s pending Monroe County pending 5. ~equi=ed Att2.c~ents a. vicir..i-:.y :n.2.? enclosed b. site development plan NA c. co~ies of re~~i=ed pe~ts, - - stati::g none are required e2.sa~ents or leases or letters enclosed d. nroof of county/local ownershin or o~~e= ::Q~ of - N1\ - - --i .0 ,:)- '-- control e. P=e-cons~=~c~ion ce=~~=ica~~cn ( . - , - -.. ap91':'02.::::2..e) enc.losed * *UNITS includ9: 30at ~a~~ Floar:.ing Dock Permanen-s :Jock Slips Hoists R9S t POO::lS Parkin;; Waterway Signs (Safety, Reg., Info. Channell Navaqational ~arkin~s Dredging Nav. Channels Uti2ities (Sewer, Elect.aater) Lands::aping Access :=?oads Lighting ~"":;l ,.., ~ 1 - l....r..t..... -,.....-'J_:; FLUUIV,1 lJU,1'1'INC; 1.~I1)l\UVENL',V'I' j'l\UGIUIN Supplcm8ntary A~'plic.Jnt TIJ[cr::llt.J In, 1. Is the project located at a public park? x NO YES, P.:lrk Name 2. Who administers the site where the project is loca ted: Monroe County 3. Please attach a road map and specific directions to the project, 4. Please specify: Project Senate District Project House District 39 120 5. If project is Acquisition, please fill in the following information: Wa ter Total Acres to be acquired. acres Land Acres 6. If development, please check work type: Dock Slips Hoists tvaterway Signs Channel/Navigational Markings Dredging Navigational Channels Utilities (Sewer, Electric, Water) x Lighting Parking x Boat Ramps Rest Rooms Landscaping 7. Do you wish to apply for a partial advance payment? NO YES, in whab-amount $ * 8. Please provide your Federal Employer ID Number 596000 749 9. Please fill in the attached Inventory Form with information about the site where the project is located. What is your Regional Planning Council number? 11 10. * This amount shall not exceed the expected cash needs for the project within the initial three months. '^ ( ( A G R E E MEN T THIS AGREEMENT made and entered into on the /g~ day of Hi/elL 1986, by and between the BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA, hereinafter called the "Owner," and ADVANCED l-1ARINE 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 wbrk as required by the ..(' Specifications 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 J the parties hereto have executed this Agreement the day and year first above written. BOARD OF COUNTY COMMISSIONERS OF MONROE COUNTY, FLORIDA ~"~.J.....; .~ ~ __~ By: - -- ., .; . MAYOR CHAI N (SEAL) Attest: DANNX L. KOLHAGE, 91erk .:Jl~ ~ ;V/ ERK ADVANCED MARINE CONSTRUCTION By: PR (SEAL) Attest: V-~ ,. S ARY \) .' ~ \ ). ) , \ \ I I \ \ , ~ppn ~~t /15 TO FO,'fl.~1 I '-:';Y1L SUfFICfE';fJ BY ~- -4 _~r-t. Attorney's Office 7 2 ( ~ ( COUNTY OF t10NROE KEY WEST~ FLORIDA ~E~~IEI~BIIQ~~_EQB_B~EBIB_QE_~QBI_BB~E_EB~lbllr1 QQQ~~_bBt~1_~BBBI~Q~1_EbQBIQB1_~Q~BQ~_~QU~Ir1_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. ~E~~lEl~BIIQ~~ (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 160-5.36). (B) General work included in specifications: (1) repai~ existing wall and build new sections (2) remove and repair existing concrete ramp (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 (A) 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~ ..., ..:... E~B~IIl2 3. ~~BIIEI~BIIQ~' Monroe County Building Department~ and Monroe County Public Works Department. (A) 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. (B) Awarded contractor must also certify com- pletion of the project in accordance with 2(A)~ and in accordance with all relevant permits. ~ ( ( 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 $25~000~ it will be necessary to post a Performance Bond. ~ .r-:--- . ( ( 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 sQawalls as b~ck fill where low areas occur after concrete block seawall is raised to elevation 1.5' above MSL. "< ,_I . Remove existing concrete ramp surface to provide smooth surface. Place six-inch ramp pad, fifteen by twenty feet, as shown 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. F:amp shall have maximum 15% slope, and minimum 10% slope in accordance with attached State requirements, with wheel stop at 10\l'Jer end. The wheel stop shall be 6" high and poured (16D-5.36) continuous with the ramp pad. 4. Provide minimum of two 55-gallon trash cans, painted in attractive colors and identified as being Monroe County Property. 5. Dress entire area as required to 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 O.C. horizontal. shall be 1'-0" ~'Jide by 15'-0" long minimum of 3'-0" into bedrock. 2'-0" O.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 J~iee1 squipmene. cone:~c~ l~bor and ~aeeri~13 not us~d axclus~vel1 ~or e~e qrsne ?rojec~. ~~-hous. labor. .quipmen~ or oener ser~ices. and-operaeional and ~dministrative coses. spec~:~c ~u~~orie1 37~.O:l, 371.161. :5. La~S =~?:~mented 371.171. 371.33. :5. iiistor1: :;Iew . ?rsviously nuaDered 150-3.33 150-3.36 ?rojec~ Oesign Criteria (1) ~ll projec~s which involve construction or su~stantial repair or renovation of boat launching or docking facilities shall ~e constructed in accordance ~ith plans and specifications prep&red ~y or unde~ the super~ision and review of a registered. professional engineer. ~he engineer shall cer~ify to eh_ Oepartment, on ~he pre-construction :e:~i=ication ?orm supplied for ~hat purpose, tha~ t~e plans and speci=ic~ticns " provide ~or facili~ias which wilL be str~cturallr sound and sui~- able ~or tae intended use &nd sits conditions. The Pre-Construc- tion Certification lorm shall be submitted ~ith the project application. Opon project completion, ehe engineer shall sign a statement certifying satisfac~ory complation of the project in accordance with approved pre-construction plans and specifica- tions. This statement shall be su~mitted along ~ith the ?roject Completion Certificate required by this ?art. (2) lor purposes of this section, a repair or renovation project will be considered substantial if the project involves: (a) Zxpenditure for a single project of at least $2,300 from the rlorida aoatinq Improvement irograal or (bl ~xpansion or replacemen~ of ramp or ~oc~ sur~ace area equal to at least 50\ of ~he existing surface area. (3) In the ?reparation of plans and speci!icat~ons for construction or substantial repair or renovaeion of ~oae ramps. the enqineer shall, as a mini~um. =omply ~i~h the following design standards: 7 :'\ ( ( ( al The minimum width shall be 10 feet for single lunc ramps or multi~:e ramps se~aratcd by access docks. and 12 feet per lane ~or " mu~~~ple lane ramps ~itnout separation. The minimum slope Ot the ramp shall be 10\ and the maxiaum slope shall be 15\. lc) The minimum ~ater depth at the end of the Ibl ramp at the ~xpected low ~atar ~o~dition shall be 24 inches. (d) ~amp ends shall have a ~heel sto~ to ~revent the boat trailer from backing off the ramp. (e) ~ny alteration to the natural shoreline required for ramp construction shall be stabilized by the use of sod, rip-rap, retaining walls or other Suitable means to prevent erosion, If) Concrete for construction of pre-cast ramp slabs shall conform to local code requ~re- 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-jay 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. 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