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INDEX OF FISHING PIER REHABILITATION <br />SHEET NO. SHEET DESCRIPTION <br />B-1 KEY SHEET <br />BI -A TABULATION OF OUANTITIES <br />81-1 GENERAL NOTES <br />81-2 STRUCTURAL NOTES <br />81-3 GENERAL PLAN 8 ELEVATION <br />B1.4 WEST PIER TYPICAL SECTION, PLAN 8 ELEVATION <br />BI -5 WEST PIER BULKHEAD REPAIR DETAILS <br />BI -6 WEST PIER PILE CAP REPAIR DETAILS <br />B1-7 WEST PIER BEAM REPAIR DETAILS I <br />B1-8 WEST PIER BEAM REPAIR DETAILS II <br />B1-9 WEST PIER DECK REPAIR DETAILS <br />BI -10 WEST PIER BEAM REPLACEMENT (SPAN 101 <br />81-11 WEST PIER JACKING DETAILS <br />81-12 EAST PIER DEMOLITION LIMITS <br />B1-13 EAST PIER NEW TYPICAL SECTION, PLAN 8 ELEVATION <br />81-14 EAST PIER NEW PILE CAP ANO ABUTMENT MODIFICATION <br />BI -15 EAST PIER NEW DECK SLAB REINFORCING <br />81-16 BAR LIST <br />81-17 TYPICAL INVERTED -T BEAM DETAILS AND NOTES INDEX N0. 310 <br />81.18 INVERTED -T BEAM - STANDARD DETAILS INDEX N0. 320 <br />BI -19 INVERTED -7 BEAM - TABLE OF BEAM VARIABLES INDEX NO. 5-321 <br />BI -20 STANDARD BAR BENDING DETAILS INDEX N0. 1300 <br />B1-21 GENERAL ELECTRIC PLAN <br />81.22 CONDUIT DETAILS <br />81-23 LOAD CENTER DETAILS <br />GOVERNING STANDARDS 8 SPECIFICATIONS, <br />FLORIDA DEPARTMENT OF TRANSPORTATION. <br />ROADWAY AND TRAFFIC DESIGN STANDARDS <br />OATED JANUARY 2006 AND <br />STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE <br />CONSTRUCTION DATED 2004, <br />AS AMENDED BY CONTRACT DOCUMENTS. <br />APPLICABLE DESIGN STANDARDS MODIFICATIONS 1-1-06 <br />FOR DESIGN STANDARDS MODIFICATIONS CLICK ON <br />"DESIGN STANDARDS" AT THE FOLLOWING WEBSITE. <br />HTTP,//WWW.DOT.STATE.FL.US/RDOESIGN <br />REVISIONS, <br />INDIAN RIVER COUNTY <br />DEPARTMENT OF PUBLIC WORKS <br />CONTRACT PLANS <br />INDIAN RIVER COUNTY (880050 <br />CR 510 OVER INTRACOSTAL WATERWAY <br />WABASSO FISHING PIERS REHABILITATION <br />R39 E <br />R398 <br />LENGTH OF PROJECT <br />PN//AC <br />ROADWAY <br />8R]DGES <br />N/A <br />NET LENGTH OF PROI. <br />N/A <br />EXCEPTIONS <br />N/A <br />GROSS LENGTH OF PROS. <br />N/A <br />PROJECT MANAGER. CLIFFORD J. SUTHARD. P.E. <br />0 0.5 1 <br />65ES <br />MILES <br />PROJECT LOCATI <br />PROJECT LOCATION <br />BRIDGE NO. 880051 <br />KEY SHEET REVISIONS <br />DATE <br />DT <br />OESCRIPT I ON <br />STRUCTURE SHOP DRAWINGS <br />70 BE SUBMITTED T0. <br />CESAR GRANADOS. P.E. <br />HARDESTY 8 HANOVER, LLP <br />1000 SAWGRASS CORPORATE PARKWAY <br />SUNRISE. FLORIDA 33323 <br />PLANS PREPARED 8Y. <br />3I '1 <br />HARDESTY 8 HANOVER. LLP <br />1000 SAWORASS CORPORATE PKWY SUITE 544 <br />SUNRISE. FLORIDA 33323 <br />19541 835-9119 <br />CERTIFICATE OF AUTHORIZATION NO.00000171 <br />NOTE. THE SCALE OF THESE; PLANS MAY <br />HAVE CHANGED BY REPRODUCTION. <br />4 -%S-07 <br />STRUCTURE PLANS <br />ENGINEER OF RECORD, TIMOTHY J. ROLES <br />GATE. AUGUST LITH. 2006 <br />P.E. NO., 49891 <br />06 B - I <br />