NCP3 NCP4 EXISTING CONDITIONS NOTES: RIP-RAP FAILED WALL SECTION NORTH WAREHOUSE CEMEX SILOS BULKHEAD WALL
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2 UGE UGE UGE UGE UGE UGE UGE N SCALE: " = 4 6 ' 445 CHALLENGER RD., SUITE () () (FA) SCALE: JOB # NOTED - P RIP-RAP CEME SILOS DOLPHIN RD. FAILED WALL SECTION NORTH WAREHOUSE BULKHEAD WALL NCP4 FPL UNDERGROUND CONDUIT (WAC) (-4' MLLW) NCP NCB5 BULKHEAD WALL WITH TIE-BACKS NOTES:. DEPTHS REFERENCE MLLW.. SOUNDINGS SHOWN ARE DERIVED FROM ARC SURVEY PROJECT NO PERFORMED ON AUGUST 8, 5. EISTING CONDITIONS GROUPER RD. FRANK A KENNEDY RD.
3 445 CHALLENGER RD., SUITE () () (FA) SCALE: JOB # NOTED - P NCP4 NCP STRUCTURE TO BE DEMOLISHED N DEMOLITION PLAN "=' PIER COORDINATES ID NORTHING EASTING SCALE: " = 6 9 ' EISTING BULKHEAD WALL EISITING RIP-RAP 99± 4' APPRO. LIMITS OF DEMOLITION 5' ±66' FAILED WALL SECTION 4' 5' P P ' x ' MOORING DOLPHIN 4 6 EISTING PIER TO BE REMOVED ±EL. +.' EL.. (MLLW) SCALE: " = ' EISTING BULKHEAD WALL EISTING GRADE ± EL. -5.' TYPICAL SECTION P P "=' ' ± ' ± ' ± ' ± 4
4 445 CHALLENGER RD., SUITE () () (FA) 9--6 GL ADDED SECTION P SCALE: NOTED JOB # - COORDINATES ID NORTHING NOTES: RELIEVING PLATFORM. AREA = 78,79 SQ FT. EISITING UPLAND RIP-RAP TO BE REPLACED WITH RELIEVING PLATFORM P P4 ±85' EASTING UPLAND DRAINAGE IMPROVEMENTS WILL BE COORDINATED THOUGH MODIFICATION OF EISTING FDEP PERMIT #ERP EM. N NCB4 TEMPORARY MONOPILE DOLPHINS PROPOSED IMPROVEMENTS P P6 P P5 ±747' NEW BULKHEAD WALL PROPOSED FILL OF ~.64 AC WITH ~4685 CY. TURBIDITY CONTROL DEVICES, MONITORING OR OTHER APPROPRIATE BMP'S WILL BE USED AS NECESSARY TO MAINTAIN STATE WATER QUALITY CRITERIA DURING IN-WATER ACTIVITIES. EISTING BULKHEAD WALL NCB SCALE: " = WEST ACCESS CHANNEL 4 6 ' 4 ±6'
5 445 CHALLENGER RD., SUITE () () (FA) ±85' EISTING GRADE EISTING SSP WALL 6"± STEEL PIPE PILE WITH AZ-6-7 SSP, TYP. FENDER. SEE DETAIL A / P5 EL. +.'± EL.. (MLLW) 4"± DIA STEEL PIPE PILES, TYP. TOP OF STEEL EL. +4.'± SSP TIP EL. -8.'±, TYP. PIPE PILE TIP EL. -.'±, TYP. LC BULKHEAD WALL ±' BOLLARD DRAINAGE SLOPE PIPE TIP EL. -9.'±, TYP. RELIEVING SLAB PILES UNDER CRANE RAIL TIP EL. -.'±, TYP. ASPHALT PAVEMENT APPROACH SLAB NOTES: P P4 4"± DIA STEEL PILES, TYP. ' TYP. TYPICAL SECTION EL. -.'±, TYP. P4 SCALE: NOTED JOB # -. TURBIDITY CONTROL DEVICES, MONITORING OR OTHER APPROPRIATE BMP'S WILL BE USED AS NECESSARY TO MAINTAIN STATE WATER QUALITY CRITERIA DURING IN-WATER ACTIVITIES. PROPOSED FILL OF ~.64 AC WITH ~4685 CY 4 8 SCALE: " = 4'
6 445 CHALLENGER RD., SUITE () () (FA) 9--6 GL ADDED FENDER DETAIL P5 SCALE: NOTED JOB # - ELEVATION (MLLW) TENSION CHAINS, TYP. EL..' ± CELL FENDER AND PANEL EL. 5.' ± C L FENDER EL..' (MLLW) WEIGHT CHAINS, TYP. EISTING GRADE EISTING SSP TO BE REMOVED (DEPTH AND LOCATION APPROIMATE) A P5 P5 6"± STEEL PIPE PILE WITH AZ-6-7 SSP, TYP. *5.9' ± 4"± DIA STEEL PIPE PILES, TYP. * 4FT MINIMUM SPACING UNDER MAIMUM OPERATIONAL COMPRESSION DETAIL /"=' ±85' P P5 A P5 P5 EL.. (MLLW) SSP TIP EL. -8.'±, TYP. PIPE PILE TIP EL. -.'±, TYP. 4"± DIA STEEL PILES, TYP. VARIES EL..5' ± TYPICAL SECTION EL. -.' ± SCALE: -/" = '-" 4 8 SCALE: " = /' ' 4' EISTING BULKHEAD WALL. EISTING LANDSIDE GRADE EISTING SSP ANCHOR WALL PIPE TIP EL. -9.'±, TYP. PILES UNDER CRANE RAIL TIP EL. -.'±, TYP. EL. -.'±, TYP. PROPOSED FILL OF ~.64 AC WITH ~4685 CY '
7 SCALE: JOB # NOTED - P6-5 ELEVATION (MLLW) CHALLENGER RD., SUITE () () (FA) 9--6 GL SHEET ADDED FENDER EL. 5.' ± C L FENDER EL..' (MLLW) MOUNT PLATE VARIES ±77' A P6 P6 EL. 9.7' ± VARIES EISTING BULKHEAD WALL. EISTING LANDSIDE GRADE EL.. (MLLW) EL..5' ± EISTING GRADE EL. -.' ± 66" O.D.x" W.T. STEEL MONOPILE EISTING SSP ANCHOR WALL EISTING SSP WALL 5'± EL. 9.7' ± LC MONOPILE EL. -.'± TYPICAL TEMPORARY MONOPILE DOLPHIN SECTION P P6 '=4" /' ' ' A DETAIL P6 P6 /"=' SCALE: -/" = '-" 4 8 SCALE: " = 4'
8 445 CHALLENGER RD., SUITE () () (FA) SCALE: JOB # NOTED - P7 P5 P6 ±9' NCB4 NCB FEDERAL CHANNEL LIMITS (WAC) DREDGING LIMITS COORDINATES DREDGING PLAN ID NORTHING (Y) EASTING () PROPOSED DREDGING ~7.7AC FROM EISTING GRADE TO -4 + ' OVER DEPTH WITH ODMDS DISPOSAL (~7,68 CY) N 6 9 SCALE: " = ' ±8' ±' ±8.768' ±79' ±77' ±9'
9 445 CHALLENGER RD., SUITE () () (FA) SCALE: JOB # NOTED - P EISTING GRADE EL.. (MLLW) DREDGE DEPTH EL. -4' + ' OVERDREDGE -9 - STEEL PIPE PILE WITH PAIRED AZ SSP. - - DREDGE SECTION P5 P6 PROPOSED DREDGING ~7.7AC FROM EISTING GRADE TO -4 + ' OVER DEPTH WITH ODMDS DISPOSAL (~7,68 CY) PROPOSED FILL OF ~.64 AC WITH ~4685 CY ELEVATION REF MLLW NORTH RIGHT WAY OF LIMITS EISTING BULKHEAD WALL SCALE: " = 4' ELEVATION REF MLLW
10 D COCOA BEACH NCB4& CANAVERAL BIGHT ± MILE BANANA RIVER 5.5± MILES ATLANTIC OCEAN S.R ± MILES 5.5± MILES I S L AND.5± MILES A NORTH ZONE.± MILES 5'± BUFFER ZONE (TYP.) B WEST ZONE EAST ZONE D THOUSAN SOUTH ZONE.5± MILES CANAVERAL OCEAN DREDGED MATERIAL DISPOSAL SITE (ODMDS) C DISPOSAL RELEASE ZONES (TYP.) OCEAN DISPOSAL (ODMDS) MAP N CHALLENGER RD., SUITE () () (FA) SCALE: " = 8' SCALE: NOTED JOB # - P9
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