REINFORCING STEEL NOTES: 1. REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS SHOWN OTHERWISE.

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2 BAR SIZE REINFORCEMENT EMBEDMENT AND SPLICE TABLES PSI BASIC TABLE MINIMUM EMBEDMENT LENGTH, INCHES MINIMUM LAP LENGTH INCHES FACE OF CONCRETE ALTERNATE TABLE MINIMUM EMBEDMENT LENGTH, INCHES MINIMUM LAP LENGTH INCHES TOP OTHER TOP OTHER TOP OTHER TOP OTHER CONCRETE SECTION EQUAL TO OR LESS THAN 12" THICKNESS CONCRETE SECTION GREATER THAN 12'' AND LESS THAN 24'' THICKNESS CONCRETE SECTION EQUAL TO OR GREATER THAN 24" THICKNESS REINFORCING STEEL NOTES: 1. REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS SHOWN OTHERWISE. 2. REINFORCING BARS SHALL BE CONTINUOUS AT ALL CORNERS UNLESS OTHERWISE NOTED. 3. TACK WELDING REINFORCING BARS IS NOT PERMITTED. 4. ALL REINFORCING STEEL SHALL BE ASTM DESIGNATION A-615 (GRADE 60). 5. CONFORM WITH ACI 318 AND ACI STANDARD FOR "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". 6. ALL STIRRUPS SHALL BE CLOSED. 7. REINFORCING DETAILS, ALL BENDS OF REINFORCEMENT AND ALL BAR SPACERS AND SUPPORTS SHALL BE IN ACCORDANCE WITH SP-66, AMERICAN CONCRETE INSTITUTE DETAILING MANUAL REINFORCING BAR DESIGNATION NUMBERS SHALL CONFORM TO THE NUMBERING SYSTEM OF THE CONCRETE REINFORCING STEEL INSTITUTE. 9. THE EMBEDMENT AND SPLICE TABLE SHALL BE USED IN DETERMINING LAP SPLICES AND EMBEDMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS SHALL BE BASED ON THE SMALLER BAR BEING LAPPED. THE CONTRACTOR WILL BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED IN THE DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL THE CONTRACTING OFFICER. SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL SPLICES REQUIRED THE CONTRACTING OFFICER, WILL BE AT THE CONTRACTOR'S EXPENSE. 10. ALL #11 BARS IN CONCRETE BEAMS SHALL BE EXTENDED INSTALLING MECHANICAL TENSION SPLICES THAT CONFORM TO ACI 318, AND DEVELOP AT LEASE 1.25 Fy OF THE BAR. 11. PROVIDE ALL BARS, CHAIRS, ACCESSORIES, ETC. AS REQUIRED TO MAINTAIN REINFORCING IN PROPER LOCATION AND ORIENTATION. 12. REINFORCEMENT, WHERE NECESSARY, TO AVOID OPENINGS, PIPES, EMBEDDED ITEMS AND OTHER OBSTRUCTIONS, SHALL BE BENT OR SHIFTED AS DIRECTED THE CONTRACTING OFFICER. CONCRETE NOTES: 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH ( f'c ) OF 4000 PSI AT 28 DAYS. 2. CONSTRUCTION JOINTS SHALL BE PROVIDED WHERE SHOWN ON THE DRAWINGS. WHERE NOT SHOWN, CONSTRUCTION JOINTS SHALL BE PLACED AT LOCATIONS LEAST LIKELY TO IMPAIR THE INTEGRITY OF THE CONCRETE STRUCTURE. THESE ADDITIONAL CONSTRUCTION JOINT LOCATIONS SHALL BE APPROVED THE CONTRACTING OFFICER. 3. ALL GROUT SHALL BE NON-METALLIC, NON-SHRINK GROUT EXCEPT AS NOTED OTHERWISE. 4. ALL EXTERIOR FORMED SURFACES SHALL BE CLASS "A" FINISH. TOP SLAB SURFACES SHALL RECEIVE A BROOM FINISH AFTER FLOATING IS FINISHED. 5. ALL METAL FABRICATIONS EMBEDDED IN CONCRETE OTHER THAN REINFORCING AND ANCHOR BOLTS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATIONS IN ACCORDANCE WITH ASTM A PROVIDE SETTING TEMPLATES TO POSITION ANCHOR RODS AND BOLTS PRIOR TO PLACING CONCRETE. ACCURATELY POSITION RODS AND BOLTS TO ASSURE CORRECT VERTICAL AND HORIZONTAL LOCATIONS TO MATCH STEEL OR EQUIPMENT PATTERN. 7. GRADE BEAMS SHALL BE OF SIZE AND WITH REINFORCEMENT AS INDICATED ON PLANS. UNLESS EXISTING DETAILS DIFFER, PROVIDE 3/4" CHAMFER AT ALL EXPOSED EDGES AND EXTERIOR CORNERS. 8. PILES SHALL BE 24" X 24" PRESTRESSED PRECAST CONCRETE PILES AS SHOWN ON R-108. EMBEDMENT & SPLICE TABLE NOTES: 1. THE EMBEDMENT AND SPLICE TABLE SHOWN SHALL BE USED IN DETERMINING LAP SPLICES AND EMBEDMENT LENGTHS WHERE LENGTHS ARE NOT OTHERWISE INDICATED. SPLICE LENGTHS SHALL BE BASED ON THE LARGER BAR BEING LAPPED. THE CONTRACTOR WILL BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED IN THE DRAWINGS, WHERE ESSENTIAL TO CONSTRUCTIBILITY, SUBJECT TO APPROVAL THE ENGINEER. SPLICES OTHER THAN THOSE SHOWN ON THE DRAWINGS AND OTHER THAN ANY ADDITIONAL SPLICES REQUIRED THE PROJECT ENGINEER, WILL BE AT THE CONTRACTOR'S EXPENSE. 2. USE THE BASIC TABLE IF ALL THE FOLLOWING CONDITIONS ARE MET: REINFORCEMENT SPACING 1 1/2" (MIN) 3'' (MIN) 4" (MIN) A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 3 BAR DIAMETERS. B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE MUST BE AT LEAST 2 BAR DIAMETERS. 3. THE ALTERNATE TABLE MAY BE USED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: A) CENTER-TO-CENTER BAR SPACING LATERALLY IS AT LEAST 5 BAR DIAMETERS. B) DISTANCE FROM THE CENTER OF A BAR TO THE NEAREST CONCRETE SURFACE MUST BE AT LEAST 2.5 BAR DIAMETERS. DRAWN : : REINFORCEMENT CLEARANCE DETAIL N.T.S. GENERAL CROSS-REFERENCING SYMBOLS A INDICATES SECTION OR DETAIL DESIGNATION; LETTER INDICATES SECTION NUMBER INDICATES DETAIL INDICATES SHEET SHOWN ON A DETAIL SYMBOL W/ VIEW SHOWN ON SAME DRAWING INDICATES SECTION OR DETAIL TAKEN FROM AND SHOWN ON THE SAME SHEET; LETTER INDICATES SECTION & NUMBER INDICATES DETAIL A X-XXX A C-XXX DETAIL SYMBOL W/ VIEW SHOWN ON ANOTHER DRAWING ALT W/ ALUM APPROX. AZ BITUM BFV B/L B.O. B.O.S. BOT B.S. C/E CJ CJP C/L CLR CMP CONC. CONT. CP CS DIA DWG EF EJ EL EW EXIST. FES F.F. F.F.E. FM GALV HDPE HT ABBREVIATIONS * UNLESS OTHERWISE NOTED ON EACH SHEET ALTERNATE WITH ALUMINUM APPROXIMATE AZIMUTH BITUMINOUS BUTTERFLY VALVE BASELINE BOTTOM OF BOTTOM OF SLAB BOTTOM BASE SLAB CONSTRUCTION EASEMENT CONSTRUCTION JOINT COMPLETE JOINT PENETRATION CENTER LINE / CONTROL LINE CLEAR CORRUGATED METAL PIPE CONCRETE CONTINUOUS CONTROL POINT CORRUGATED STEEL DIAMETER DRAWING EACH FACE EXPANSION JOINT ELEVATION EACH WAY EXISTING FLARED END SECTION FINISHED FLOOR FINISHED FLOOR ELEVATION FORCE MAIN GALVANIZED HIGH DENSITY POLYETHYLENE HEIGHT IFP LG MBW MAX MIN MIRR MISC MP NF No. OC OF PEMB PPC PRS P.S. - P/S RCP RCPA R.O.W. - R/W RS SF SPEC SST T&B T.O.S. T.O. - T/ T.O.W. TRS TYP U/G UNO W WM WSEL WT WWF INTERM FLOOD PROTECTION LONG METAL BUILDING MANUFACTURER MAXIMUM MINIMUM MIRRORED MISCELLANEOUS METAL PIPE NEAR FACE NUMBER ON CENTER OUTSIDE FACE PRE-ENGINEERED METAL BUILDING PRECAST, PRESTRESSED CONCRETE PERMANENT RETAINING STRUCTURE PROTECTED SIDE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE ARCH RIGHT-OF-WAY RETAINING STRUCTURE SILT FENCE SPECIFICATIONS STAINLESS STEEL TOP AND BOTTOM TOP OF SLAB TOP OF TOP OF WALL TEMPORARY RETAINING STRUCTURE TYPICAL UNDERGROUND UNLESS NOTED OTHERWISE WIDTH WATER MAIN WATER SURFACE ELEVATION WEIGHT WELDED WIRE FABRIC GENERAL NOTES 1. ALL DIMENSIONS SHOWN REFER TO "FEET" UNLESS NOTED OTHERWISE. 4. IF CONCRETE COVER OR EDGE DISTANCE IS LESS THAN 1 BAR DIAMETER OF THE CENTER-TO-CENTER BAR SPACING LATERALLY IS LESS THAN 3 BAR DIAMETERS, SEE ACI 318 FOR APPROPRIATE GUIDANCE. 5. TOP BARS ARE HORIZONTAL BARS AND BARS INCLINED LESS THAN 45 DEGREES WITH RESPECT TO A HORIZONTAL PLANE WHICH ARE PLACED SUCH THAT MORE THAN 12 INCHES OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 6. THE TABLES SHOWN ARE FOR NORMAL WEIGHT CONCRETE AND UNCOATED REINFORCING BARS. IF EPOXY-COATED BARS ARE USED, SEE ACI 318 LATEST EDITION FOR ADDITIONAL CONSIDERATIONS. 2. DRAWINGS ARE GENERALLY TO SCALE BUT SHOULD NOT BE SCALED. NTS IS SHOWN ONLY WHERE THE DRAWING IS OBVIOUSLY OUT OF SCALE. 3. DRAWING ARE PLOTTED FULL SIZE 22x34 AND HALF SIZE 11x CONTRACTOR SHALL CLEAN AND REMOVE ALL TRASH WITHIN PROJECT LIMITS OF CONSTRUCTION PRIOR TO END OF CONTRACT. 5. CONTRACTOR SHALL KEEP ALL PARISH, STATE AND FEDERAL HIGHWAYS CLEAN DURING CONSTRUCTION. GENERAL NOTES G-102

3 EAST BAYOU ROAD ROW EAST BAYOU ROAD STEEL NEEDLES AND GIRDERS WILL BE REMOVED OTHERS PRIOR TO CONSTRUCTION (NOT PART OF THIS CONTRACT) ISSUE FOR BIDDING REVISION 1. CONTRACTOR SHALL COORDINATE WITH AND OBTAIN PRIOR APPROVAL FROM SLFPA-WEST AND CPRA PROJECT REPRESENTATIVES BOAT LAUNCH OPERATIONS FOR FERRYING WORK FORCE, MATERIALS AND EQUIPMENT TO PLATFORM. 2. THE CONTRACTOR IS ADVISED THAT SLFPA-WEST ROUTINELY TEST PUMPS, WHICH CREATES CURRENT. THE CONTRACTOR SHALL NOT MOVE FLOATING PLANT DURING PUMP OPERATION AND SHALL SECURE FLOATING PLANT. STEEL NEEDLES AND GIRDERS TO REMAIN (DO NOT DISTURB) FLOATING PLANT SHALL BE NO MORE THAN 50' FROM DOCK, UNLESS APPROVED THE COAST GUARD NOTES: NO. 50'-0" MAX. CE DOCK FA ACE WORK SP LIMIT OF EXISTING LEVEE. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE EXISTING LEVEE. CONTRACTOR SHALL REPAIR ANY LEVEE DAMAGE AT THEIR EXPENSE : ROAD ROW ALL EAST T-W EXISTING SECTOR GATE DISCHA RG CHANNE E L 3 ACCESS ROAD (SE IN PUM P STATIO E SHEET C-0 N PACKAG 21 E) 4 GENERAL SITE LAYOUT 4+00 X Y OU ROAD SEE C-1 FOR DET 31 AIL 1+00 EAST BAY 0+00 ROAD ROW ACCESS ROAD (SE IN PUMPST E SHEET ATION PAC C-0 KAGE) 21 SEE NOTE FUEL LIN CONDUITE ATTACHED STATIO SUPPORTS TO PUMP STATIO PROVID SEE DWN WORK PACKAG ED IN PUMN G MP-13 E. P 6 THIS PAC KAGE. FUEL YAR IN PUM D (SEE SHEET PSTATI ON PAC C-021 KAGE) TOE +3' LEVEE INTAKE LEVEE +4' +14' CROWN LEVEE +4' LEVEE INTAKE EXISTING PUMP STATION INTAKE SEE NOTE 1 INTAKE INTAKE INTAKE LEV CHANN EE TOE +3' EL BAN K +2' INTAKE CH ANNEL ROAD ROW X Y X Y EXISTING FUEL LINE. CONTRACTOR SHALL USE EXTREME CAUTION WHILE WORKING NEAR LINE. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO THE LINE DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY SPILLS RESULTING FROM DAMAGE DRAWN : LAT: LONG: Near Maps: July 9, 2015 G-103

4 FUEL DOCK STATION (EQUIPMENT NOT SHOWN, UNDAMAGED) 34'-0"(±) 36'-0"(±) NEEDLES REMOVED ( OTHERS) NEEDLES (TO REMAIN) 12'-0" 9'-0" 99'-0" 9'-0" 99'-0" 9'-0" 12'-0" 1 S S-102 SEE ENLARGED DEMOLITION PLAN FOR LIMITS OF MAJOR DAMAGE SEE ENLARGED REPAIR PLAN FOR LIMITS OF MAJOR REPAIR 2'-6" 3 22'-0" = 60'-0" 2'-6" 71'-0" DRAWN : : 3'-0" 27 9'-0" = 243'-0" 3'-0" 249'-0" STORAGE PLATFORM - PLAN SCALE: 1" = 10' NOTES: 1. ALL MEASUREMENTS SHALL BE FIELD-VERIFIED PRIOR TO CONSTRUCTION LEGEND: LIMITS OF DAMAGED CONCRETE LIMITS OF CONCRETE REMOVAL OVERALL STORAGE PLATFORM PLAN S-100

5 NO DAMAGE TO BEAM OR PILE 8'-6" 5'-6" GIRDER DAMAGE 1'-0" 2'-0" 30'-0" 5'-0" 3'-0" CRACKED PILE EXIST. 24" PPC PILE IN ITS POST-COLLISION POSITION APPROX. NOT SURVEYED (TYP. 3 LOCATIONS) EXIST. 24" PRE STRESSED CONCRETE PILES IN ORIGINAL POSITION 7'-6" GIRDER DAMAGE 6'-0" GIRDER DAMAGE 9'-0" MARINE FENDER REMOVED BARGE IMPACT 1'-6" 6'-6" GIRDER DAMAGE NO DAMAGE TO BEAM OR PILE EXISTING CONCRETE TO BE REMOVED DRAWN : : 1" SAW CUT SLAB AND CONCRETE GIRDER. MAINTAIN SUFFICIENT REBAR EXTENSION TO LAP #6 SLAB REINFORCEMENT 3'-0" 36"x30" CONC. BEAM REMOVE DAMAGED PILES 11 THRU AT AT THE MUD MUD LINE LINE DEMOLITION PLAN SCALE: 6" = 1'-0" 1 S-100 NOTES: 1. ALL MEASUREMENTS SHALL BE FIELD-VERIFIED PRIOR TO CONSTRUCTION. 2. SEE S-103 AND S-104 FOR PHOTOS OF DAMAGE AREA. LEGEND: LIMITS OF DAMAGED CONCRETE LIMITS OF CONCRETE REMOVAL (LIMITS OF WORK) INDICATES APPROXIMATE LOCATION OF THE TOP OF DAMAGED PILE. ENLARGED DEMOLITION PLAN S-101

6 4'-0" 1'-0" 3'-0" 2'-0" 3'-6" 9'-0" 1'-0" 1'-0" 1'-0" CLEAR CLEAR CLEAR INSTALL NEW MARINE FENDER TO MATCH B EXISTING ON COLUMN 15 S-103 EXIST. 24" PRE STRESSED A S-103 CONCRETE PILES REMOVE DAMAGE PILES TO MUD LINE 37'-0" TRANSVERSE BEAM DRIVE 4 NEW 24" PPC PILES LENGTH=105' TIP EL ' 6'-6" 1'-0" CLEAR 2'-0" 6" 2'-6" C/L PILE ROW NO DAMAGE TO BEAM OR PILE 8'-6" 7'-6" NO DAMAGE TO BEAM OR PILE 2'-0" 3'-0" LONGITUDINAL BEAMS 1" SAW CUT SLAB AND CONCRETE GIRDER. MAINTAIN SUFFICIENT REBAR EXTENSION TO LAP #6 SLAB REINFORCEMENT. MECHANICAL COUPLERS SHALL BE USED FOR #11 BEAM REINF. EXIST. 36" x 30" CONC. BEAM TO REMAIN 5'-0" A S-104 DRAWN : : REPAIR PLAN SCALE: 6" = 1'-0" 1 S-100 NOTES: 1. ALL MEASUREMENTS SHALL BE FIELD-VERIFIED PRIOR TO CONSTRUCTION. 2. SAW CUT SLAB AND GIRDERS AND REMOVE DAMAGED CONCRETE TO LIMITS SHOWN. ROUGHEN ALL CONCRETE SURFACES ADJACENT TO THE NEW CONCRETE POUR. 3. RE-ESTABLISH #11 BEAM REINFORCEMENT WITH 125% CAPACITY MECHANICAL SPLICES. RE-ESTABLISH #6 SLAB REINFORCEMENT WITH ACI-REQUIRED LAP SPLICES. ALL REINFORCEMENT SHALL BE CLEANED BEFORE CONCRETE PLACEMENT. 4. NEW TRANSVERSE BEAM AND CONTINUATIONS OF EXISTING LONGITUDINAL BEAMS SHALL BE CAST MONOLITHIC. 5. REMOVE RIP RAP AT LOCATION OF NEW PILES PRIOR TO DRIVING PILES AND REPLACE RIP RAP AFTER NEW PILES ARE DRIVEN. 6. MARINE FENDER PILE 14 SHALL HAVE MOUNTING HOLES CAST INTO PILE AS SHOWED ON R-110. TRAPEZOIDAL FENDER, MOUNTING HARDWARE AND BUILD UP SPACERS BEAM ARE SHOWN ON R SEE SHEET R-108 FOR CONCRETE PILE DETAILS. LEGEND: NEW CONCRETE BEAMS LIMITS NEW CONCRETE SLAB NEW 24" PPC PILE LENGTH = 105.5' ENLARGED REPAIR PLAN S-102

7 1 1/2" CLR. SLAB REINF. ROUGHENED SURFACE #6 LAP PER ACI REQUIREMENTS TOP & BOT. 1% SLOPE 18" SLAB REINF. EA. FACE #4 STIRRUP 12" 18" EA. FACE 6" 4" CLR. TOP OF CONCRETE EL CLR. 4" NEW BEAM REINF. 8" 1'-10" NEW 24" SQUARE PRE-STRESSED CONCRETE PILE 1'-0" EMBED 4- #6 BARS TOP & BOT. 6" EXIST. STRUCTURE 4" CLR. SECTION SCALE: 1" = 1'-0" 8'-6" A S-102 3'-0" 1'-0" DRAWN : : ROUGHENED SURFACE 4" CLR. MECHANICAL SPLICE FOR #11 BARS BEAMS SLAB 18" SLAB REINF. EA. FACE 4" CLR. NEW BEAM REINF. 1% SLOPE 6" 4" CLR. 2" CLR. SLAB REINF. TOP OF CONC. EL " #6 LAP PER ACI REQUIREMENTS 2" CLR. EXIST. BEAM REINF. LEAVE 12" EXTENSION OF EXISTING #11 FOR MECHANICAL SPLICER ATTACHMENT 6" MAX. EXISTING STRUCTURE 6" BEAM REINF. #4 12" STIRRUPS 6" MAX. SECTION SCALE: 1" = 1'-0" 8'-6" B S #6 BARS TOP & BOT. 3'-0" NEW BEAM 1'-0" #4 STIRRUP 12" STD. 90 HOOK 1'-10" 24" SQUARE PRE-STRESSED CONCRETE PILE (BEYOND) REINFORCING SECTIONS SHEET 1 OF 2 S-103

8 1'-10" 8" 1 1/2" CLR. #6 LAP EXISTING SLAB 18" 6" 1'-0" 18" 1'-0" 6" 1'-0" 18" ROUGHEN EDGE 2'-0" 6" 3'-0" 4- #6 CONT. ACROSS NEW TRANSVERSE BEAM 18" 3" CLR. 18" NEW PILE BEYOND 4- #6 (2) OUTER BARS CONT. W / STD. 90 ENDS (2) INSIDE BARS STD. 90 PILE CONFLICTS 6'-0" 6" #4 STIRRUP 12" O.C. OMIT OVER PILES BEAM-TO-BEAM CONNECTIONS 4- #6 CONT. ACROSS NEW TRANSVERSE BEAM 18" 1'-0" 6" 1'-0" 18" 1'-0" 6" 18" 4- #6 CONT. ACROSS NEW TRANSVERSE BEAM 18" 18" 18" 3" CLR. NEW BEAM BEYOND 2" CLR. BEAMS 2" CLR. 6" CLR. 6" CLR. NEW FACE OF PILE 1 1/2" CLR 0" CLR 2'-0" #6 LAP ROUGHEN EDGE EXISTING SLAB 1'-10" 8" 37'-0" SECTION SCALE: 3/4" = 1'-0" A S-102 REINFORCING SECTIONS SHEET 2 OF 2 DRAWN : : S-104

9 BUMPER DAMAGE 15 5'-0" D S LIMITS OF MAJOR DAMAGE. SEE DETAIL 1 C S ELEVATION SCALE: 3/32" = 1'-0" 37'-0" B S A S '-0" 10 DETAIL SCALE: 1/2" = 1'-0" 1 S-105 LEGEND: SAWCUT AND DEMO EXISTING BEAM AND DECK. SEE S-101 FOR LIMITS OF SAWCUT LIMITS OF CONCRETE AND REBAR REMOVAL DRAWN : : PILE 15 PILE 14 PILE 13 PILE 14 PILE 13 PILE 12 LIMITS OF CONCRETE REMOVAL PILE 12 PILE 11 PILE 11 PILE 10 PILE 10 PILE 19 PILE 18 PILE 17 PILE 16 PILE 15 DOCK ELEVATION S-105

10 * 2'-6" 5'-6" 8'-6" LIMITS OF DAMAGE 24" PRESTRESSED CONCRETE PILES (TYP) 22'-0" PILE 11 - SECTION SCALE: 1/4" = 1'-0" A S-105 LEGEND: DRAWN : : LIMITS OF COMPLETE REMOVAL * = FIELD VERIFY, DIMENSIONS ARE APPROXIMATE * 8'-6" 7'-6" LIMITS OF CONCRETE REMOVAL (REBAR TO REMAIN) LIMITS OF DAMAGE PILE 11 - PHOTOS 2'-6" 24" PRESTRESSED CONCRETE PILES (TYP) 22'-0" PILE 12 - SECTION SCALE: 1/4" = 1'-0" B S-105 PILE 12 - PHOTOS PILE 11 AND PILE 12 DAMAGE PHOTOS S-106

11 2'-6" * 6'-0" 8'-6" LIMITS OF DAMAGE 24" PRESTRESSED CONCRETE PILES (TYP) 22'-0" PILE 13 - SECTION SCALE: 1/4" = 1'-0" C S-105 LEGEND: DRAWN : : * = FIELD VERIFY, DIMENSIONS ARE APPROXIMATE * 6'-6" LIMITS OF COMPLETE REMOVAL LIMITS OF CONCRETE REMOVAL (REBAR TO REMAIN) 8'-6" LIMITS OF DAMAGE PILE 13 - PHOTOS 2'-6" 24" PRESTRESSED CONCRETE PILES (TYP) 22'-0" PILE 14 - SECTION SCALE: 1/4" = 1'-0" D S-105 PILE 14 - PHOTOS PILE 13 AND PILE 14 DAMAGE PHOTOS S-107