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HomeMy WebLinkAboutI-395 PresentationINTERSTATE 395 RECONSTRUCTION 1-395 RECONSTRUCTION M DX SR 8 3 6 1 1 IMPROVEMENTS 1-95 CONCRETE PAVEMENT RECONSTRUCTION CITY OF MIAMI CITY COMMISSION MEETING JANUARY 28, 201 6 1-395/SR-B36/1-95 PROJECT OVERVIEW 1 1 1 MDC/FDOT 1-395 1 1 1 1 1 . silh.- 95 1 1 I r Port Tunnel (Completed May 2014) i 1 . , r .A 1 .a I � I 3 1 1 1 1 PROJECT BACKGROUND NEED FOR IMPROVEMENTS • INCREASE CAPACITY TO PREVENT FUTURE TRAFFIC CONGESTION. • IMPROVE SAFETY BY ALLEVIATING EXISTING OPERATIONAL AND GEOMETRIC DEFICIENCIES; ELIMINATE LEFT HAND ENTRANCE/EXIT RAMPS. • REDUCE EVACUATION TIME FROM MIAMI BEACH. IMPROVE CONNECTIVITY TO P❑RTMIAMI, DOWNTOWN MIAMI, AND MIAMI INTERNATIONAL AIRPORT. 1-395 RECORD OF DECISION COMMITMENTS (JULY 201 ❑) • MINIMUM 1 9' OF ROADWAY VERTICAL CLEARANCE WEST OF FEC • MINIMUM 25' OF ROADWAY VERTICAL CLEARANCE EAST OF FEC • MINIMUM 45' OF DISTANCE BETWEEN THE 1-395 WESTBOUND BRIDGE AND THE ADRIENNE ARSHT CENTER FOR THE PERFORMING ARTS (AAC PA) • MINIMUM 225' OF SPAN LENGTH BETWEEN COLUMNS • PROVIDE A SIGNATURE SPAN DESIGN • PROVIDE AESTHETICS ENHANCEMENTS (LANDSCAPE) TO HELP MAXIMIZE THE TOTAL INTEGRATION OF THE PROJECT WITH THE ADJACENT COMMUNITY • RECONNECT NW 2ND AVENUE Centennial FD©T� �I$ .., .. rt k 1'a•'r"'' r- .. r LEGEND "� i —%X MAINLINE / RAMP BRIDGE SIGNATURE BRIDGE 7 1. 4 �,y 4 �, M"QMOVER BRIDGE rr r r i.`1a i l;'! 1 .yF n'•ali' -` MAINLINE Y RAMP EMBANKMENT r � L n' t ARTERIAL f LOCAL MILLING AND RESURFACING I cidI a tat ARTERIAL /LOCAL RECONSTRUCTION lU 17 k- jr _ _ • -` el� �0 4 '14 _' r A ' 1 �•Je� _I!. 7 jr ,� 4 s • Fl i � �,� j' ;�-. �9"�,".,��� .rj t I p - r�Wx* SAFE. CONVENIENT. RELIABLE. SOUTH BOUND BISCAYNE BOULEVARD la� SIGNATURE BRIDGE AERIAL VIEW r ,'willti r' v v 1 Y FVrDX" SAFE. CONVENIENT. RELIABLE. Centennial FV�X� FDS©T �f 1915*2015 SAFE. CONVENIENT. RELIABLE. M ETRO M OVER • CABLE STAYED STRUCTURE • SUPPORTS THE EXISTING CAP OF THE PIER TO BE REMOVED • PROVIDES FDOT MINIMUM VERTICAL CLEARANCE OF 1 6.5' FOR THE NEW ALIGNMENT • CONSTRUCTED WITHIN THE RIGHT-OF- WAY AND AERIAL EASEMENTS • MEMORANDUM OF AGREEMENT • THE METROMOVER WILL HAVE LIMITED NIGHTTIME CLOSURES BETWEEN THE HOURS OF 1:00 AM TO 4:00 AM STREETSCAPE DESIGN F -o INN w It V limit milli if F 3.. m3 W -JMML- _ i _ __ _ ZONE A 7 qow 14b FM ZONE 1 I A ------- ------------- Elf- ZONE 2 Ni a I � i j1 5 � I J MON e �I r Bti � tl ■ Centennial �v�x" F�D©T /�rvvs ,1.1 SAFE. CONVENIENT. RELIABLE. 1� _F7 a fV ZONE 2 ZONE 3 Centennial r AV DX FDOTT �si9�sz°i� SAFE. CONVENIENT. RELIABLE. 1-395 STREETSCAPE - ZONE A 1-395 STREETSCAPE - ZONE A r Centennial FV�X� FD DT SAFE. CONVENIENT. RELIABLE. 1-395 STREETSCAPE -ZONE 1 1-395 STREETSCAPE - ZONE 2 OR .a 1-395 STREETSCAPE - ZONE 3 MAL -395 STREETSCAPE - ZONE 3 00.0 PUBLIC INVOLVEMENT • TWO PRESENTATIONS TO MP❑ - DECEMBER 201 1 AND FEBRUARY 2013 • FIVE PROJECT ADVISORY GROUP MEETINGS - 2❑ 1 1 TO 2❑ 1 3 • PRESENTATIONS TO IARC, DDA, CRA, CTAC, CITY OF MIAMI, CITY OF MIAMI BEACH, NEAT STREETS, B PAC, FTB, HOA • NINE AESTHETIC STEERING COMMITTEE MEETINGS - 2❑ 1 4 TO 2015 • PUBLIC MEETING - SEPTEMBER 201 5 • D6 TENTATIVE WORK PROGRAM PUBLIC HEARING HELD IN MIAMI- DADE COUNTY- SEPTEMBER 201 5 • WEBSITE - WWW.i-395MIAMI.COM • PUBLIC OUTREACH OFFICE - 1 ❑35 NW 3 AVENUE IN ❑VERTOWN AESTHETIC STEERING COMMITTEE r141 a 7 LSZ44:d'l�6 7 M µµ y ;- MATCHLINE A 0. 3 - 4 �•e, , ,yam — ',��� ;� a�.'8 �, ..-��-iPM ii +� iii.. \��sp ,r t . VI 1�s:' '4.arP,rn,a, ►�; Dx dz DD T- �f4945z°4s SAFE. CONVENIENT. RELIABLE. aNulllffMUM .+ MATCHLINE A 0. 3 - 4 �•e, , ,yam — ',��� ;� a�.'8 �, ..-��-iPM ii +� iii.. \��sp ,r t . VI 1�s:' '4.arP,rn,a, ►�; Dx dz DD T- �f4945z°4s SAFE. CONVENIENT. RELIABLE. M DX B 3 6 1 1- IMPROVEMENTS • ADD CAPACITY TO SR B 3 6 - l ADDITIONAL LAN E EACH DIRECTION • ELIMINATE EXISTING WEAVING ACROSS EASTBOUND AND WESTBOUND SR B 3 6 - VIA PARALLEL ELEVATED EASTBOUND AND WESTBOUND COLLECTOR - DISTRIBUTOR ROAD SYSTEM • PROVIDE NEW CONNECTION FROM 1-95 SOUTHBOUND TO NW NORTH RIVER DRIVE • REPLACE EXISTING CONCRETE PAVEMENT ALONG PROJECT LIMITS • REPLACE FENDER SYSTEM AT MIAMI RIVER TO 83a Centennial FD©T� 2'$ WEST EAST ■■■■■■■■■■■� : low- 836 ow,-836 836 n u DX ADX J A . TO W r�►]Dx* SAFE. CONVENIENT. RELIABLE. E PROWD TOLLS KO CASH F W V COLUMN -A F�INFSH �� COLUMN -B FINISH ALL CASH VEHICLES MUST EXIT I E%fT X ONLY Centennial �Y�X� FD©T �fi9°S 20's SAFE. CONVENIENT. RELIABLE. 1-95 PAVEMENT RECONSTRUCTION '� s ■ �9�'� ��rA�� �t �ff�,�r � '��s I red {r �t r�, �� x lw ■� ` � d yd As � r��7 lii � .. � l.: G12;„ 4 6 nn -h\ ►UG 1-95 PAVEMENT RECONSTRUCTION • REPLACE MAINLINE RIGID CONCRETE PAVEMENT AND ASPHALT SHOULDER WITH FULL DEPTH RIGID CONCRETE PAVEMENT ACROSS FULL WIDTH OF MAINLINE • ADDRESS DRAINAGE MAINTENANCE ISSUES • ADDRESS ASSOCIATED BRIDGE RAIL RETROFITS AND APPROACH SLAB UPGRADES / REPAIRS DESIGN BUILD RFP PROCEDURE FOUR STEP PROCUREMENT PROCESS • STEP 1 - ADVERTISE AND SHORT LIST DB TEAMS • STEP 2 - RFP RESPONSE PHASE 1 : SIGNATURE BRIDGE AESTHETICS SUBMITTAL • STEP 3 - RFP RESPONSE PHASE 2: TECHNICAL SUBMITTAL • STEP 4 - RFP RESPONSE PHASE 2: PRICE SUBMITTAL NEXT STEPS Advertisement for Design Build Procurement Process Contract Execution LMMMIO10, Anticipated Construction Time 5 Years QUESTIONS C� q ly "Don't text and Drive, it's the law"