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Resolution 2021-31649 RESOLUTION NO. 2021-31649 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE CITY MANAGER TO EXECUTE CHANGE ORDER NO. 2 TO THE CONSTRUCTION CONTRACT BETWEEN THE CITY OF MIAMI BEACH, FLORIDA AND RIC-MAN CONSTRUCTION FLORIDA, INC., FOR CONSTRUCTION SERVICES FOR INDIAN CREEK (SR AIA) PHASE III IMPROVEMENTS PROJECT, FOR ADDITIONAL SCOPE OF WORK, INCLUDING GENERATOR RELOCATION, CONSTRUCTION OF NEW SHEET PILE WALLS, REVISED BARRIER WALLS, AND OTHER MISCELLANEOUS ITEMS, IN AN AMOUNT NOT TO EXCEED $5,349,872, PLUS $534,987 OWNER'S CONTINGENCY, FOR A TOTAL CHANGE ORDER AMOUNT OF $5,884,859, AND A TOTAL CONTRACT AMOUNT OF$19,521,843; AND A TIME EXTENSION OF ONE HUNDRED AND THREE (103) CALENDAR DAYS TO COMPLETE THE ADDITIONAL SCOPE OF WORK ASSOCIATED WITH THE INDIAN CREEK (SR AIA) PHASE III IMPROVEMENTS FROM 25 TO 41 STREETS PROJECT; AND FURTHER PROVIDING THAT CHANGE ORDER NO. 2 SHALL BE SUBJECT TO AND CONTINGENT UPON AN APPROPRIATION OF FUNDS VIA A CAPITAL BUDGET AMENDMENT. WHEREAS, on March 9, 2016, the City Commission adopted Resolution No. 2016-29332, approving the substantial terms of a cost sharing agreement with the Florida Department of Transportation ("FDOT"), and on September 30, 2016, the City and FDOT entered into a Department Funded Agreement ("DFA") for Financial Project Number 439228- 2- 58 ( Contract AS- 343), for roadway and drainage improvements on S. R. A1A/ Indian Creek from 41 Street to 26 Street, in the total amount of$25,408,493, comprised of FDOT funding in a maximum amount of$20,008,493, and City funding in the maximum amount of $5,400,000; and WHEREAS, on October 17, 2018, the Mayor and City Commission adopted Resolution No. 2018- 30574 to amend the DFA agreement by increasing FDOT's participation by$5,991,507 from the original maximum amount of $ 20,008,493, to the amended maximum amount of $26,000,000; and increasing the City' s participation by $1,636,848, from an original maximum amount of$5,400,000, to a maximum participation of$7,036,848; and WHEREAS, on July 31, 2019, the City Commission adopted Resolution 2019-30915, awarding a construction contract to Ric-Man Construction Florida, Inc. ("RMCF") in the amount of $13,636,984, for the construction of the Indian Creek Drive(SR AIA)Phase III Improvements from 25 to 41 streets ("Project"), and the Resolution also included the authorization to finalize negotiations for a second amendment to the DFA by increasing FDOT's participation by $2,250,000 (to a maximum of$28,250,000), and increasing the City's participation by $2,250,000 (to a maximum of$9,286,848); and WHEREAS, construction commenced during the week of March 2, 2020, and is over 40 percent complete; and WHEREAS, on July 21, 2020, the City issued Change Order No.1 to RMCF, which was a net zero dollar change order that rectified the quantities in the schedule of values to reflect the changes to the construction drawings, as a result of the negotiated license agreements and harmonization plans with private property owners; and Page 659 of 2284 WHEREAS, as construction has progressed, the Project has experienced changes as a result of unforeseen field conditions and requests from residents; and WHEREAS, the requested changes to the scope of work are included in this Change Order No. 2 to the contractor and the design revisions have been reviewed and approved by FDOT, and the required construction changes are detailed below: 1) Modified Barrier Wall and Light Pole Foundations ($663,810): The standard barrier wall design required fill material to be installed behind the barrier wall for support and stability. However, due to the lack of seawall at certain locations and insufficient right of way, the fill material for support cannot be installed. Therefore, a modified barrier wall was designed by the Engineer of Record ("EOR") to be constructed on top of the sheet pile walls. These modified barrier walls will have the counterweight to support vehicular impact and therefore do not require any fill or reinforcement behind, outside the right-of- way. Light pole foundations were originally designed to be installed behind the standard barrier walls along Indian Creek Drive. However, at certain locations; due to the lack of seawall and insufficient right-of-way, the light pole foundations, conduits and conductors were redesigned to be incorporated into the modified barrier wall; and 2) Generator Relocation and Pump Station Control Panel Modification($1,101,388): On June 24, 2020, the City Commission adopted Resolution 2020-31293, accepting the recommendation of the Land Use And Sustainably Committee, approving the relocation of the generator that provides auxiliary power to the Indian Creek Drive pump station from 2925 Indian Creek Drive to the city owned parking lot (P-55) located at 2660 Collins Avenue, along Indian Creek Drive, approximately 1000 feet farther away from the pump station control panel, than the original location. The generator relocation design and the landscaping necessary to conceal the generator was presented to the Historic Preservation Board (HPB) at their February 9, 2021, meeting where it was approved. The pump station electrical control panel platform was modified to elevation 5.5 feet NAVD to meet the National Electrical Code requirements, which includes handrails for the safety of maintenance personnel; and 3) Sheet Pile Walls and Caps ($2,588,267): Due to the lack of the seawall and the deteriorated condition of the existing seawall along Indian Creek Drive, it was determined by the project team that an alternative structural support was required for the construction of the new elevated road and the bus bays. Various options were studied by the EOR. The installation of permanent sheet pile walls at various locations along the roadway were determined to be the most feasible solution; and 4) Street Lighting System ($4,484): The installation of the street lighting system including the light pole bases, conduits and conductors within the barrier wall rather than underground resulted in a credit for this modified work; and 5) Maintenance of Traffic Plan ($390,000):To reduce the overall time impact to the project and to expedite the work a revised Maintenance of Traffic(MOT)plan has been proposed. The new MOT will eliminate the previously planned Phase approach and combine the entire length of the project from 26 Street to 41 Street in one phase. This will allow the contractor to work simultaneously at different locations along the entire length of the project; therefore, reducing the time needed to complete the project. To accommodate the Page 660 of 2284 expedited work plan and fulfill the revised MOT, Collins Avenue will be modified to a two- way traffic between 26 and 41 Streets; and 6) General Items - (Rip-Rap Walls, Aluminum Handrails, Guardrails and other items) ($188,078): Additional shoring is necessary at sheet pile walls terminus to protect against tidal surges. At these locations a temporary rip-rap wall is necessary behind the barrier wall. This item also includes guardrails, behind the new bus bays for safety. Additionally, harmonization within some private properties that are within the Historic District will require new or replacement steps and handrails; and 7) General Conditions ($363,119): The general conditions are associated with the cost of bonds, insurance, supervision and general maintenance of the project during the negotiated time of the additional 103 Calendar days to complete the new scope of work, associated with this change order; and 8) Fire Flow Improvement($35,220): To increase fire flows along the Indian Creek corridor, the Public Works Department(PWD)prepared design drawings for the installation of water lines and fire hydrants at 27'h Street and Indian Creek Drive, Collins Avenue north of 37th and 38thStreet. The drawings were provided to RMCF for a cost proposal. The cost proposal was reviewed by PWD and project team and found to be fair and reasonable. This work will be performed concurrently with the Indian Creek Drive construction project; and 9) Drainage Repair at 26t'' Street and Collins ($24,473): During the performance of work by a franchise utility company, an existing 24" stormwater pipe along Collins Avenue and 26th Street was damaged. The damage was not reported to the City. A few months after this incident, portion of the pavement along Collins Avenue collapsed developing a sinkhole. This prompted PWD to perform temporary pavement repairs. Subsequently PWD prepared the design drawing for the restoration of the 24" stormwater pipe. RMCF was requested to provide a cost proposal for this work. PWD and the project team reviewed and found the cost to be fair and reasonable. This work will be performed concurrently with the Indian Creek Drive construction project; and WHEREAS, RMCF has presented a negotiated detailed cost proposal for the above additional services in the amount of $5,349,872, attached as Exhibit 4 to the Memorandum accompanying this Resolution; and WHEREAS, Change Order No. 2 will include a ten (10%) percent Owners Contingency in the amount of $534,987 for a total of $5,884,859 and will increase RMCF's Contract amount to $19,521,843; and WHEREAS, Change Order No. 2 also includes one hundred and three (103) calendar days extension to the original contract duration of 594 calendar days, which has been negotiated with RMCF due to the additional scope of work, and the time extension will revise the Project completion date from December 16, 2021 to March 28, 2022; and WHEREAS, cost proposal review and negotiation meetings were held with RMCF including the EOR, Ribbeck Engineering, the Construction Engineering Inspection consultant, WSP USA Inc., PWD and the Office of Capital Improvement Projects, and the CEI recommends amending the contract to include the above scope of work as negotiated, as set forth in Exhibit 5 to the Memorandum accompanying this Resolution; and Page 661 of 2284 WHEREAS, RMSI cost proposal is also being reviewed by FDOT for their consideration to participate in the cost for this change order as part of the DFA, and FDOT staff is currently reviewing the price proposal with their management team; and WHEREAS, Change Order No. 2 is necessary for the Project to move forward without further delay; and WHEREAS, a Capital Budget amendment is being presented under a separate agenda item in the amount of$6,862,745; and WHEREAS, the amendment is required to fund the additional construction and soft costs associated with the additional scope of work; and WHEREAS, the Administration recommends that the City Commission approve the Resolution, subject to and contingent upon an appropriation of funds, via a Capital Budget Amendment. NOW, THEREFORE, BE IT DULY RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA approving and authorizing the City Manager to execute Change Order No. 2 to the construction contract, between the City of Miami Beach, Florida and Ric-Man Construction Florida, Inc., for construction services for Indian Creek (SR AIA) Phase III Improvements Project, for additional scope of work, including, generator relocation, construction of new sheet pile walls, revised barrier walls, and other miscellaneous items in an amount not to exceed $5,349,872, plus $534,987 owner's contingency, for a total Change Order amount of $5,884,859, and total contract amount of $19,521,843; and a time extension of one hundred and three(103) calendar days to complete the additional scope of work associated with the Indian Creek (SR AIA) Phase III Improvements from 25 to 41 streets; and further providing that Change Order 2 shall be subject to and contingent upon an appropriation of funds, via a Capital Budget Amendment. PASSED and ADOPTED this I day of ��rC(/l 2021. ,6 ;2—Z1------__ Dan Gelber, Mayor ATTEST/tx/ Zi �ti Rafaelado, Cit Cler APPROVED AS TO =-- ±,P.ic,, FORM&LANGUAGE I FOR EXECUTION � .NLORPHATED nr–D--- ..2--,. --LI '',; ....!..T.. �_H..2, _ City Ibientey # Oak Page 662 of 2284 Resolutions - R7 D MIAMI BEACH COMMISSION MEMORANDUM TO: Honorable Mayor and Members of the City Commission FROM: Raul J. Aguila, Interim City Manager DATE: March 17, 2021 SUBJECT:A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF MIAMI BEACH, FLORIDA, APPROVING AND AUTHORIZING THE CITY MANAGER TO EXECUTE CHANGE ORDER NO. 2 TO THE CONSTRUCTION CONTRACT BETWEEN THE CITY OF MIAMI BEACH, FLORIDA AND RIC-MAN CONSTRUCTION FLORIDA, INC., FOR CONSTRUCTION SERVICES FOR INDIAN CREEK (SR AIA) PHASE III IMPROVEMENTS PROJECT, FOR ADDITIONAL SCOPE OF WORK, INCLUDING GENERATOR RELOCATION, CONSTRUCTION OF NEW SHEET PILE WALLS, REVISED BARRIER WALLS, AND OTHER MISCELLANEOUS ITEMS, IN AN AMOUNT NOT TO EXCEED $5,349,872, PLUS $534,987 OWNER'S CONTINGENCY, FOR A TOTAL CHANGE ORDER AMOUNT OF $5,884,859, AND A TOTAL CONTRACT AMOUNT OF $19,521,843; AND A TIME EXTENSION OF ONE HUNDRED AND THREE (103) CALENDAR DAYS TO COMPLETE THE ADDITIONAL SCOPE OF WORK ASSOCIATED WITH THE INDIAN CREEK (SR AIA) PHASE III IMPROVEMENTS FROM 25 TO 41 STREETS PROJECT; AND FURTHER PROVIDING THAT CHANGE ORDER NO. 2 SHALL BE SUBJECT TO AND CONTINGENT UPON AN APPROPRIATION OF FUNDS VIA A CAPITAL BUDGET AMENDMENT. BACKGROUND/HISTORY On March 9, 2016, the City Commission adopted Resolution No. 2016-29332, approving the substantive terms of the cost sharing agreement with the Florida Department of Transportation (F DOT), and on September 30, 2016, the City and FDOT entered into a Department Funded Agreement(DFA)for Financial Project Number 439228-2- 58 ( Contract AS- 343), for roadway and drainage improvements on S. R.A1A/ Indian Creek from 41 Street to 26 Street, in the total amount of $25,408,493, comprised of FDOT funding in a maximum of amount $20,008,493, and City funding in the maximum amount of$5,400,000. On October 17, 2018, the Mayor and City Commission adopted Resolution No. 2018- 30574 to amend the DFA agreement by increasing FDOT' s participation by$5,991,507 from the original maximum amount of $ 20,008,493 to the amended maximum amount of $26,000,000; and increasing the City' s participation by $1,636,848 from an original maximum amount of $5,400,000, to a maximum participation of $7,036,848. Page 639 of 2284 On July 31, 2019, the City Commission adopted Resolution 2019-30915, awarding a contract to Ric-Man Construction Florida, Inc. (RMCF) in the amount of $13,636,984, for the construction of the Indian Creek Drive (SR Al A) Phase III Improvements from 25 to 41 streets. Construction commenced during the week of March 2, 2020 and is over 40 percent complete. The adopted Resolution also included the authorization to finalize negotiations for the second amendment to the DFA by increasing FDOT's participation by $2.25M to a maximum of$28.25M and increasing the City's participation by$2.25M to a maximum of$9,286,848. On July 21, 2020, Change Order No.1 was issued to RMCF. This net zero dollar change order rectified the quantities in the schedule of values to reflect the changes to the construction drawings, as a result of the negotiated license agreements and harmonization plans with private property owners. ANALYSIS As construction has progressed, the project has experienced changes as a result of unforeseen field conditions and requests from residents. The requested changes to the scope of work are included in this Change Order No. 2 to the contractor. The design revisions have been reviewed and approved by F DOT. The needed construction changes are detailed below: 1) Modified Barrier Wall and Light Pole Foundations $663,810: The standard barrier wall design required fill material to be installed behind the barrier wall for support and stability. However, due to the lack of seawall at certain locations (Exhibit 1 a) and insufficient right of way, the fill material for support cannot be installed. Therefore, a modified barrier wall (Exhibit 1 b) was designed by the Engineer of Record (EOR) to be constructed on top of the sheet pile walls. These modified barrier walls will have the counterweight to support vehicular impact and therefore do not require any fill or reinforcement behind, outside the right- of-way. Light pole foundations were originally designed to be installed behind the standard barrier walls along Indian Creek Drive. However, at certain locations, due to the lack of seawall and insufficient right-of-way, the light pole foundations, conduits and conductors were redesigned to be incorporated into the modified barrier wall. 2) Generator Relocation and Pump Station Control Panel Modification$1,101,388: On June 24, 2020, the City Commission adopted Resolution 2020-31293, accepting the recommendation of the Land Use And Sustainably Committee, approving the relocation of the generator that provides auxiliary power to the Indian Creek Drive pump station from 2925 Indian Creek Drive to the city owned parking lot (P-55) located at 2660 Collins Avenue, along Indian Creek Drive, approximately 1000 feet farther away from the pump station control panel, than the original location. The generator relocation design and the landscaping necessary to conceal the generator (Exhibit 2) was presented to the Historic Preservation Board (HPB) at their February 9, 2021, meeting where it was approved. The pump station electrical control panel platform was modified to elevation 5.5 feet NAVD to meet the National Electrical Code requirements, which includes handrails for the safety of Page 640 of 2284 maintenance personnel. 3) Sheet Pile Walls and Caps $2,588,267: Due to the lack of the seawall and the deteriorated condition of the existing seawall along Indian Creek Drive, it was determined by the project team that an alternative structural support was required for the construction of the new elevated road and the bus bays. Various options were studied by the EOR. The installation of permanent sheet pile walls at various locations along the roadway, identified in (Exhibit 3), were determined to be the most feasible solution. 4) Street Lighting System ($4,484): The installation of the street lighting system including the light pole bases, conduits and conductors within the barrier wall rather than underground resulted in a credit for this modified work. 5) Maintenance of Traffic Plan $390,000: To reduce the overall time impact to the project and to expedite the work a revised Maintenance of Traffic (MOT) plan has been proposed. The new MOT will eliminate the previously planned Phase approach and combine the entire length of the project from 26 Street to 41 Street in one phase. This will allow the contractor to work simultaneously at different locations along the entire length of the project; therefore, reducing the time needed to complete the project. To accommodate the expedited work plan and fulfill the revised MOT, Collins Avenue will be modified to a two-way traffic between 26 and 41 streets. 6) General Items - (Rip-Rap Walls,Aluminum Handrails, Guardrails and other items) $188,078: Additional shcring is necessary at sheet pile walls terminus to protect against tidal surges. At these locations a temporary rip-rap wall is necessary behind the barrier wall. This item also includes guardrails, behind the new bus bays for safety. Additionally, harmonization within some private properties that are within the Historic District will require new or replacement steps and handrails. 7) General Conditions $363,119: The general conditions are associated with the cost of bonds, insurance, supervision and general maintenance of the project during the negotiated time of the additional 103 Calendar days to complete the new scope of work, associated with this change order. 8) Fire Flow Improvement$35,220: To increase fire flows along the Indian Creek corridor, the Public Works Department (PWD) prepared design drawings for the installation of water lines and fire hydrants at 27th Street and Indian Creek Drive, Collins Avenue north of 37th and 38thStreet. The drawings were provided to RMCF for a cost proposal. The cost proposal was reviewed by PWD and project team and found to be fair and reasonable. This work will be performed concurrently with the Indian Creek Drive construction project. 9) Drainage Repair at 26th Street and Collins $24,473: During the performance of work by a franchise utility company, an existing 24" stormwater pipe along Collins Avenue and 26th Street was damaged. The damage was not reported to the City. Page 641 of 2284 A few months after this incident, portion of the pavement along Collins Avenue collapsed developing a sinkhole. This prompted PWD to perform temporary pavement repairs. Subsequently PWD prepared the design drawing for the restoration of the 24" stormwater pipe. RMCF was requested to provide a cost proposal for this work. PWD and the project team reviewed and found the cost to be fair and reasonable. This work will be performed concurrently with the Indian Creek Drive construction project. The contractor has presented a negotiated detailed cost proposal for the above additional services in the amount of $5,349,872 (Exhibit 4). The change order will include a ten (10%) percent Owners Contingency in the amount of $534,987 for a total of $5,884,859 and will increase RMCF's Contract amount to $19,521,843. In addition, one hundred and three (103) calendar days extension to the original contract duration of 594 calendar days has been negotiated with RMCF for the additional scope of work. The time extension will revise the project completion date from December 16, 2021 to March 28, 2022. Cost proposal review and negotiation meetings were held with RMCF including the EOR, Ribbeck Engineering, the Construction Engineering Inspection consultant (CEI), WSP USA inc., PWD and the Office of Capital Improvement Projects (CIP). The CEI recommends amending the contract to include the above scope of work as negotiated (Exhibit 5). The Contractor's cost proposal is also being reviewed by FDOT for their consideration to participate in the cost for this change order as part of the DFA. FDOT staff is currently reviewing the price proposal with their management team. This Change Order is necessary for the Indian Creek Project to move forward without further delay. A Capital Budget amendment is being presented under a separate agenda item in the amount of $6,862,745. The amendment is required to fund the additional construction and soft costs associated with the additional scope of work. CONCLUSION The Administration recommends that the City Commission approve the resolution. Applicable Area Middle Beach Is this a "Residents Right Does this item utilize G.O. to Know" item. pursuant to Bond Funds? City Code Section 2-14? Yes No Strategic Connection Environment & Infrastructure - Reduce risk from storms, high tides, groundwater, and sea level rise. Legislative Tracking Capital Improvement Projects Page 642 of 2284 ATTACHMENTS: Description ❑ Exhibit la- Location map of existing seawall ❑ Exhibit lb - Modified Barrier Wall o Exhibit 2 - Generator site and landscaping plans ❑ Exhibit 3 - Sheet pile wall, barrier wall and rip rap wall limits o Exhibit 4 - RMCF cost proposal o Exhibit 5 - CEI Recommendation Letter o Resolution Page 643 of 2284 \ - / ----- - EXHIBIT I SR AIA / INDIAN CREEK DRIVE ''� \ 4/ ' ; \ j 114.,4; 4, 41eq, ''' ''''ts".,---.:" ...z., -... \`i ii i- _ --_•-.-.• r i . ; I.k I ` Ct , Q , i - -,-.:,...7 // LEGEND � - --- ORIGINAL BARRIER WALL TO REMAIN Q`4 `� A. + •.. • ; -e—�.�_- • �~ MODIFIED BARRIER WALL (THIS C.O.2) ' Qi / �'�\ •;Z ---- EXISTING SEAWALL TO REMAIN ' Q ,. I PROPOSED SEAWALL (BY OTHERS) ti r49 / SEAWALL TO BE REMOVED AND REPLACED (BY OTHERS) ,N, / omo==uII,: RIP RAP SAND CEMENT (THIS C.O.2) � ' / •- •, EXISTING SHEET PILE WALL TO REMAIN N • PROPOSED SHEET PILE WALL (THIS C.O.2) Q \` EASEMENT / QUIT CLAIM DEED Wei -- ',kVA +- 1-- SR AIA / INDIAN CREEK DRIVE �� �S- \ i. L.' 1 .ate. ._ � r itfii, . / eas� ,....1,.............t......L.:,....„ tri....../".•- -..."'•••"‘7\ . \ \__ ii'- i'''‘i H . , m . ni I Luigi ' 1_0 ., 0••• ' 1 1 0 ;\ \ "'3. m "x.91 .'-s I � ,,, ry m m 1:fp -% m 7'1 II I • •••••••.....t. o�� J!�� ®� X11 tI 777,01 N CRE DR _ r M r • �� EK _ il z fir II .,� —'� } 'I f *�i is I I I`!�1Q� c... .• w MII Ea I 'I t 1'a r I I '•'1 I � W � L ••►. !� I+ /-I I," I. n v^ = Page 644 of 2284 ,rl m m co ov b m 1. — _. Exhibit lb REINFORCING STEEL BENDING DIAGRAMS 8 6.,,`(it./ Shag!) 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ID Pri,47- a 8"t5t,Sheer I.14040 1/ t'S •.4S- 7-0' 958-fa!•0'- 3'cr 5f .1•Er r...•..._ ••..•] i 0 iit V'e Spacing ---.. - .,i. \‘'S. -if "d Bars 55 Piecaat Copan,. - It (with 55 37 F Shape). (Coping Only/ ;64 1 4,r -.p' °--4'o- ...1._ 2 sp 0, 1'rr- $' .......,.. : Z111)-1 371- 051 [-VP(porno• 0101911'as liertuRert w I.- 1 0 DOWEL %.. #.. 1-.... . ... ..7..Z. TYPICAL SECTION THRU C-I-P TRAFFIC RAILING BARS 58, SC, SF & 55 sttt ..;., .2. l.; WITH C-I-P JUNCTION SLAB. ' .•. . p,pc,s;C oP,'.0 . .:..:1 6.•6, f---- NOTES: 6.‘,.. 1 C VP CUP • .._... \..------- 6!4,86, : 7E _ os t...L ._... d ' "" - _____I / Watth CroSs Slope of /raver lane or 59 II 2 Va•y the Junction Slab slope eased on the roodway cross slope to ' . . .,. . ,. i . .,. . "C -- ,,,,,,..• march fop slope I - L ,,,. .1,32.E-Shapel inaintani a rnintrivon 6"asphalt depth al the ettge of flre slab, i. f of Rmid Pavement(Conirefe).Ammon Slat,may be thirRened to match ; .• ....",k".../ • of function Slat, '''' !...•!..4.1'j I•0,y (47 f Shape, 4 mminnat:length Of.11,0a100 Stan between exp.:two,Joints 15 Ar 4/for . .0 7 ' BAR 4A --- STIRRUP BAR 4N STIRRUP BAR 5V2 37 7-Shape 9.66-0'to/471-Shape S See Index No 420 6 415 ill, atlditionat Tralla Railing 1.344115 //f `1.•'" •425073 .. I . REINFORCING 51161.(VOLES 6 When the all gap between(Le oF etas(roping estros(60 and refauvw, I All oar tiimen5.0,5 in Ille iseriatrg dia9c.00s are out 10 Pv1 sell 8,(88(.15 7).7 till yap will tuft deptn Ispanded Polvstfriene.0 7 All remroicing step,ar 2.pans.on and open pints veil hate a 7 monmuni.orei provide a 6I3r•mom i',...I I yao '1,':"•A!. 11--V.':";-•" 3 Lap spfices for 8.0,5 58 6 55 will be a minimum of 7-7 1 If slip tormieg is usett.5u0a011 chop drawings for approval 11owin9 3. 4 Fro Prerast roping,only.'Jr splice Bars 4/1 voth Oar;5C lap SPhres will be a...MM..,of 7 7" tad,Lower ant.Mr ryphal 580488 0888,10118 ad,usteci ) The Contraito,may use either lull Length Bei s 4/4 or tan rptue with Bars SC at alteiriale 61.3,5 4A for C 1 P Copings 6 D88885,08 shown Is for lap spin,option.For met hanual ccetpter spoon.this dnitenston is r-41;.• (32.F-Snape) 7 Dimension shown is for lap spl.(e notion t-or mehhainfar to.ipler option,this cln-nenston ts 4'8" 8 The Contrartor mop use Weldon Wire Reinforcement 11089/when approved 6,the Engineer WWR 'lust tonde si‘t of 1fainetrre d .ie esOng rile tents,trellis of Spettfication w Sum 931 ,, <0111(40(0,O'er use.. g ,.8y18 o) letup,it ties,01 IWO bars for 5P 3010 Stri. .''41 1003' . 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As mom 11 I" 7 t .;* PREPARED,011 r.OW TX-0.011 M..(CM 731-000 DR1.MY ... r.) CITY OF MIAMI BEACH "ra....°`=...,"'"3,....'",====."' I'' &' 11 LANDSCAPE PLAN rt a mnie.vvalfg.•=.1€&!..r.r,r.=2 ram-- . c+MOADVO 114, v\tab•\'O.\,1-wu-mr-o1 Ms..o.r •..Wworys,11-o043-001-01._n-fii..es.n•v(to-31 smo r6 Azo 1 SM•stern t� 1 '� m x Z • f7 ' O i i ZE i :::%1 1 • ".7 Tilikikitil 4 '1.. c.;' _ W . t ,P I - 1 il '-'. • m • 0 171 .\:‘ ' \ 7 I • ` i''.I 4 I,., .. 0'1> "� m 1• e p � 3 i • i ' k. iri. i)j) ,if--' . V If M X _ i INDIAN CREEKGREENWAY CRAVEN•THOMPSONANDASSOCIATES,INC. 6.n rW1" m g_ o/tie 27TH STREET GENERATOR ENGINEERS • PLANNERS • SURVEYORS maul Adams •l r0 $ 2 MIAMI BEACH,FLORIDA 1.563 wM 53119 sna,,ra,,.worokc nneu UM 111w•n ro N 'f one=raec oa+ ,AA(a)..-«w ta)n6.1m 1A...,n. it W o l ' CITY OF MIAMI BEACH ^a o°'�`"�.' �:'" , : I" b i LANDSCAPE SIMULATION •=-ins ===a= �,�,o n a,. .•.omni .» EXHIBIT 3 ,.. ,o.<R„N EXISTING .PILE W..10'IMAM AM FILE W:::11:::' ..... • t.Iliti. ' ti it '►' ;r-• r} • ft •-''‘ ftliiiiiricii' -....,," •t•44•• " '111 ',.it '—'-olt rt1%11Ptr ' v11• ++ 4. te t s I• !1 ` • .. 0,E R ` Y'. V � • #,q+ • f t r _ 4 v.6 so M lib% M- -� s... �w + i • 17, / ti iP Z 2 m FralLr ---- 1- I.-• :. , " I.l' 13 In 1 11E11151ONS _ RIBBECK ENGINEERING.INC._ STATE OF FLORIDA SMEET ..T — � 14336 SW 120 STREET,SURE 206 LIBPARIME1VT OP TRANSPDRTATTON MWAI,FLORIDA 33166 EXHIBIT I NO. e 649 of 2284 TEL(306)363390• ROAD NO. -- 1 FBPE ow NO 27692 SHEET PILE WALL I CARLOS F.RIBBECK P.E LICENSE NO.60643 SR AIR MIAMI-DADE 139778-7-58-01 1 L___ -..._.__-. RISERS MOTES DINES MS EXHIBIT 3 MST*OW WWI,TO IrNEr EX/STOW srErr Ku wr ro o[ww ' P-/J 14110101/01111CWM MEED NEM MNNArlw IMNES 0 1 10 i m Feet 104, • • 1 'ti • 1111 * 3. IMS`}, ,, MI ,. D n = 1.11111111 r- 2 dIF i' • - T m •n -I n Z EZ 2 m n a N REVISIONS ___ RIBBECK_ ENGINEERING,INC. _ STATE OF FLORIDA DATE DESCRIPTION DATE DESCRIPTION SHEET 14335 IA 120 STREET,SUITE 205 DEPARTMENT OF TRANSPORTATION EXHIBIT 1 NO. Pape 650 of 2284 MSI.(FLORIDA- 3833 ROAD NO. COUNTY FINANCIAL PRD/ECT ID FBPE CA NO.27592 SHEET PILE WALL 1 SR AIA MIAMI-OAOE 439228-2-58-01 2 CARLOS F.RIBBECK PE LICENSE NO.50543 SYSER5 545E5 STIR[! SHLE3 EXHIBIT 3 LEGEND EXISTING MO EE.E.r-TO SOWN . .._ .�.TN NEMNN IMOIOSED SHEET NU WAIS I' -- MrrGurr Cwr OSE0 •••••••••— MEM NrGN MY[.LOOTS • • • II I- . ' „ipik,,. J ter . r wt.?'" ''� ..� y f -' f •o"' ll �'� � �09 P ,•//• • ,.1. ♦ i R/1Y LINE 00, f404 :. 40 �- y, f.. ' r 1 :' 1f! ` AO + s r Fy X25 `y4,. F e , n y r r w m &Ofg` r, C13 11 . ' vutl ' S.. Ir y ::i •C ter.":•.:: 1 �r , .T -'.���,- -� -� _ ""'� ,0 • REVISIONS RIBBECK ENGINEERING,INC. STATS OP FLORIDA Q/1TE DESCRIPTION DATE DESCRIPTION 14 335 SW 120 STREET,SUITE 208 DSPARTAfSM'OF TRANSPORTATION SHEET Pgpe 651 of 2284 TEL (305)FLORIDA 33188 EXHIBIT 1 NO. ROAD NO. COWRYf/NANCIAL PROJECT ID FBPE CA.NO.Y7S9Y SHEET PILE WALL 1 CARLOS F.RIBBECK P.E LICENSE NO.50843 SR AIA MIAMI-DAOE 139229-2-59-07 3 SOWN Owe) frOOEI VILE! 12.1/12 EXISTINGa EFANALL To REMAIN EXIST ING SNE Fr Ila WALL TO RENNIN . INKINOSEO SHEET MX MN1 FAEFMENT/OI/IT CUM OLEO '4. —— NEM NIGH NATEN UNITS Icy I • 4. - s --- — II Illi • SII 1111 �"' St , IL P " OOP - - ^�"_ _. RON LINE f` 00.y N. M{ ; ♦ �" ill • REVISIONS _ _. RIBBECR ENGINEERING,INC. ' STATE OF FLORIDA _-1,41E _ PLSCPI I RIOR _ DATE _ DESCRIPTION14335 SW 120 STREET,SUITE 205 DEPARTMENT OP TRANSPORTATION SHEET Page 652 of 2284 MTELI,(3055)3 33189 EXHIBIT 2 No. ROAD NO. COUNTY FINANCIAL PROJECT IO FBPE CA NO.27597 SR AIRRE MIAMI-DA139118-I-58-OI SHEET PILE WALL 2 4 CA RLOS F.RBBECK P.E I-ICENSE NO.506 3 spoofs laAIEF VINES STILES EXHIBIT 3 NEER, 111000.0 SO.,POI WALL • flf,/WO CLAM OTTO R„R MOM RAIN,UNITS '� , . µ 1f. . 4. • w 1 "'4wr ..J77 i • s ■ ' .+7R w .' ii■ari - . BIT3 EAISTINL OLD SEAWALL TOM ENA MM O PERI M 10 PROPOSED WAEt PILE WAAL ` EARRIENTAAAT CLAM O —�- -— WAN MGM WATER LIMITS IFeet , ,$ L 17 r r,r . r I V 4. .r_ 1.5 ' Wt ,. ;. +W. wa. b we.. h4 11w Wr • •'�y. . I.....#h yL a♦ :' IL Aw," L ' y43Mr' ms•µ, '� Y,i", 4.+�'' p. �, +..�..' �•.‘A•141..t.IS A l +4 Na ! .L,, Aoi, y , ,r ...T-r �.�v,+ 'V, �� '�N�, �` r" �F � r_ ._.-.. __...__ a. s, .�_.... �� _...q'tf•... .::. .. T7 ill'` _, A. . _ I~4' w0" ' W 'i • A•Ip4'BINk. r- Li: y, ..1W IN _ RAY LINE Z _ �� m D. 136 4 SR AIA / INDIAN CREEK DRIVE W IP .r K REVISIONSRIBBECK ENGINEERING,WSTATS OF FLORIDA DATE DESCRIPTION DATE DESCRIPTION -- --- C.—'-- " SHEET 14335 SW 120 STREET,SUITE 206 DEPARTMENT OP TRANSPORTATION EXHIBIT 4 NO. MIAMI,FLORIDA 99188 ROWND. COUNTY FINANCIAL PROJECT ID Page 654 of 2284 TEL 1NO32T592 SHEET PILE WALL 4 CARLOS F.RIBBECK P E LICENSE NO.50543 SR AlA MlAM!-0,40E 039228-2-58-01 6 WSERS BOATER writs SAILER EXHIBIT 3 I. — �� MNM EXISTING DID SEN/M1 10 N 1 EXIST/MG SHEET PRI MME.10 M!MMH PROPOSED SMUT.P.WALL 0 2 10 ...EM M HEED 1 2Q9 _—.— .E.47:7,4/00w..11; .M.„��H W..EE E1M„: .F Feet A • R y s. X► E : • X � t A ^ t Ji( � II1Mw rif: y ' ^ i 3 r� 44!,1„:„ A , T • IN IXN � �N� • r r • ,0`tl^ I I ::Xyilir,... _x r 4 0,4 Ole,. 10. 1 .�M :u • it, .„, . fry rq " ..X +k yy _ . ....•_ ir ”I i E * l� _ ., _ .+�k. r y „.: 1 .'4. I .}1y- r1., ,�'�:y ►'•'4. yk• wp. .-...... ri' D a SR AIA / INDIAN CREEK DRIVE 137 g ... y i . ., _.w _ to .e. X ”' , ,, I ' - 1_ a 104 .T.. _ 1E IMh P __ .._ - i 0 1111 REVISIONS RIBBECK ENGINEERING,INC. STAT'OF FLORIDA DATE DESCNP7ION DATE OESCArPTrON 14335 SW 120 STREET,SURE 205 DEPARTMENT OF TRANSPORTATION SHEET MIAMI.FLORIDA 33186 EXHIBIT' NO. Page 655 of 2284 TEL(305)383-5909 ROAD NO. COUNTY FINANCIAL PROJECT ID '---- FBPE CA NO.27592 SR AIA MIAMI-RADE 039228-2-58-07 SHEET PILE WALL 4 7 CARLOS F.RIBBECK PE LICENSE NO.60543 SCSI PJ lofts !PMNs soles EXHIBIT 4 itt A CON8T. FL INC. Indian Creek Drive(SR-A1A) Phasellllmprovement (25 to 41 Street) Project Cost Proposal - Change Order#2 DEERFIELD BEACH,FLORIDA Ric-Man Construction Florida, Inc. TOTAL PRICES (including credit for ITEMS - existing) 1 Barrier Wall furnish and install, wall including; dewatering, concrete, steel, bullet railing, light pole foundation and conduits, survey and material testing. $ 663,810.2 7 2 Generator relocation, new platform and pump station control panel platform- including: dewatering, survey, steel,concrete and backfill, hand railing, duct bank, conduit, conductors,junction box, material testing, landscaping and irrigation. $ 1,101,387.83 3 Sheet pile wall -furnish and install including: dewatering, survey,testing, vibration monitoring, complete in place. $ 2,588,267.42 4 Street Lighting including: Pole bases, pole, conduit and conductor _ $ (4,483.74) 5 Maintenance of Traffic(MOT) including: Traffic Control Plan, equipment and maintenance for the entire length of the road from 25 Street to 41 Street _$ 390,000.00 6 General Items including: excavation, hand railing, rip rap sand cement, fence and gate. $ 188,078.50 7 General condition including: mobilization, labor, equipment, utility adjustments,job cleaning and maintenance,field office, safety equipment, permitting,job scheduling, Bond and Insurance $ 363,119.20 8 Water Line upgrade for fire protection $ 35,220.00 9 Drainage system repair damaged by utility company at 26 Street $ 24,473.00 TOTAL COST $ 5,349,872.49 Page 656 of 2284 Exhibit " N March 03,2021 Ms.Carla Dixon Capital Projects Coordinator Office of Capital Improvement Projects City of Miami Beach(COMB) 1700 Convention Center Drive Miami Beach, Florida 33139 Re: Indian Creek Drive Phase III Project-Contract#[TB 2019-231-KB Change Order#2-Revised Plans under Plans Revision#3 Dear Ms.Dixon: A change order will be required to be issued to the contractor,Ric-Man Construction Florida, Inc. (RMCF), on the subject contract as a result of changes to the bid documents/construction drawings made under Plans Revision#3 prepared by Ribbeck Engineering, Inc.,the EOR.These changes are listed below. 1)Modified Barrier Wall/Light Pole Foundation revision: include concrete class IV retaining walls for the leveling pads,junction slab, barrier wall, and light pole foundations; dewatering; manhole riser adjustment; bullet rail double rail; new embedded conduit/conductors; embedded junction boxes; embedded pole cable distribution system;and refund for various applicable original items. 2)Pump Station Generator Relocation/Retaining Walls with Aluminum Handrail/Concrete Pads:control panel pad at a higher elevation;relocated generator pad at a higher elevation;and retaining walls at a higher elevation;1,500' of additional trench installation, larger conduits and electrical conductors;Genset upgrades;dewatering;materials testing and survey; landscaping/irrigation and handrails required by Board of Historic Preservation;and refund for applicable original items. 3) Sheet Piling Steel Furnished with Cast in Place Cap at four different locations: are needed to support the new roadway reconstruction due to a deteriorated existing seawall,and also due to the lack of a completed new seawall, which would have been supporting the new roadway. 4) Lighting modifications credit resulted from the modified barrier wall revision: included refund for applicable original electrical items. 5) General Conditions/Maintenance of Traffic: due to Revision #3 changes, the project's schedule increased 347 calendar days. In efforts to reduce a 347 days time extension, it was agreed to combine Traffic Control Plan phases and II,which reduced the referenced increase to 103 calendar days(based on the City of Miami Beach's Commission anticipated decision date of 03-17-2021). The general conditions are attributed to RMCF's overhead added costs resulting from the 103 calendar days extension. WSP USA Inc. 3900 Indian Creek Drive Miami Beach,FL 33140 wsp.com Page 657 of 2284 Exhibit 5 " N 6) General Items (Rip-Rap Walls, Aluminum Guardrails, Sidewalks, Curb and Gutter): rip-rap walls pipe handrail, sidewalk,and curb and gutter were added or quantity increased;other items,such as concrete class non-structural gravity wall, concrete class non-structural for steps, guardrail, and guardrail special posts quantity increased or decreased. 7)Fire Flow Improvements at Indian Creek Drive/27 St Intersection,at Collins Avenue/37 St and Collins Avenue/38 St Intersections:the COMB Public Works Department requested these improvements to increase the fire flows along Indian Creek Drive. 8)Drainage repairs at 26 Street and Collins Avenue were requested by the COMB Public Works Department to repair an existing drainage pipe under traffic damaged by a utility agency. We recommend amending the above items to the subject contract,in the amount of$5,349,872.48 as negotiated and agreed upon in the final negotiations meeting of February 16,2021. The original contract amount of$13,636,984.00 will be increased to$19,521,843.48, and the final completion time will be increased by 103 calendar days,from December 16,2021,to March 28,2022. If you have any questions,please contact me. Mauricio Arze,P.E., Senior Project Engineer cc.Mina Samadi,Sr. Capital Projects Coordinator Page 658 of 2284 P.ge 2