AGRICULTURE (AG) BUILDING
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3 (E) FLOAT A PIER 2 OUTLINE OF FORMER FERRY RMINAL FERRY BUILDING PLAZA PLATFORM FENCE LEGEND: FERRY BUILDING EXISTING FERRY PLAZA CONCRE DECK (E) PORTAL RELOCAD 42IN GUARD RAIL AND 8FT CONCRE (E) 42IN HIGH GUARD RAIL AND (N) 8FT SALVAGE GUARD RAIL (BOTH SIDES) EXNSION, SEE NO 3 LAGOON (E) GUARD RAIL AND BULL RAIL TO REMAIN CONCRE EXISTING ROCK DIKE CONCRE E F CONCRE (E) GAS VALVE ENCLOSURE B D DEMOLISH DECK AND DECK BEAMS; REMOVE PILES; PILES WITHIN 3'0" OF FOOTPRINT OF NEW STRUCTURE SHALL BE COMPLELY REMOVED; OTHER PILES MAY BE CUT 3'0" BELOW MUDLINE AND REMOVED PRESERVE & PROCT (NOT PART OF ) 8' HIGH MPORARY CONSTRUCTION FENCE AND TWO 4' GAS WITH EMERGENCY EXIT HARDWARE C CONCRE DOCK STAIRS UP (E) SEWER PUMP STATION 8' HIGH MPORARY CONSTRUCTION FENCE AND TWO 4' GAS WITH EMERGENCY EXIT HARDWARE G CONCRE WALL AREA A B C D E F (E) ROCK DIKE PILE 24"Ø SEL PIPE PILES (CONTRACTOR TO CONFIRM) 22" SQ CONC 30"Ø CONC 18" SQ 18" SQ EXISTING SEAWALL PILE TOTAL DECK SQ FT 2 NA 24 (CONC) 32 (CONC) 81 (TIMBER) CONTRACTOR G 6 TO CONFIRM (E) GUARD RAIL AND BULL RAIL TO REMAIN ENCASED TIMBER CONTRACTOR TO CONFIRM NOS: ,835 (CONCRE) 13,686 (TIMBER) 1,635 (CONCRE) 2,170 (CONCRE) 3,650 (TIMBER) 469 (CONCRE) 1. TOTAL TIMBER DECK 17,500 SQ FT. 2. TOTAL CONCRE DECK 10,100 SQ FT. (E) GUARD RAIL & BULL RAIL 8FT HIGH CONSTRUCTION FENCE 42IN HIGH GUARD RAIL AND 8FT REMOVAL LEGEND: ALL STRUCTURES WITHIN HEAVY OUTLINE REMOVAL NOS: 1. PILE REMOVAL PILES WITHIN 3'0" OF ANY NEW PILES SHALL BE COMPLELY REMOVED. OTHER PILES IDENTIFIED FOR REMOVAL MAY BE REMOVED TO 3'0" BELOW MUDLINE. SEE PILE PLAN. 2. DISCONNECT AND REMOVE WAR, ELECTRICAL,AND LEPHONE SERVICE TO SINBADS AND PIER SALVAGE GUARD RAIL EXNSION. INSTALL A PORTION ON SOUTH END AT GA E; DELIVER REMAINDER TO LOCATION DERMINED BY OWNERS REPRESENTATIVE. 4. SALVAGE BENCHES, TRASH RECEPTACLES, NAVIGATION CLEATS AND BIKE RACKS WITHIN THE FENCED CONSTRUCTION AREA AND DELIVER TO LOCATION DERMINED BY OWNERS REPRESENTIVE. 10' WIDE DOUBLE LOCKLE CONSTRUCTION GA EXISTING SEAWALL (N) GUARD RAIL AND BULL RAIL (CODE COMPLIANT) AGRICULTURE (AG) BUILDING PROCT IN PLACE 10' WIDE DOUBLE LOCKLE CONSTRUCTION GA 20' 0 20' 40' SCALE : 1"=20' NO. DA DESCRIPTION MB DEMOLITION PLAN DA SEPMBER 30, 2016 SE001
4 NOS: 1. ELEVATIONS ARE IN FEET. 2. ELEVATIONS WITHIN THE WAR (SOUNDINGS) PROVIDED, ARE BASED ON NAVD88 DATUM. 3. ALL ELEVATIONS ARE NAVD88 DATUM. 4. NO DREDGING SHALL OCCUR BEYOND THE 2' ALLOWED OVERDREDGE LIMIT. 5. DREDGING SEQUENCE SHALL BE IN THE FOLLOWING ORDER: SUBAREA 1, SUBAREA CONTRACTOR SHALL PROVIDE TO THE OWNER WORK SCHEDULES FOR COORDINATION WITH FERRY OPERATIONS WITHIN LIMITS OF EACH DREDGING SUBAREA. 7. CONTRACTOR SHALL NOTIFY OWNER IMMEDIALY AFR COMPLETING DREDGING OF A SPECIFIC AREA. REQUIRED DREDGING EL 12.5' SUBAREA 2 SUBAREA 1 N54 46' 20.48"E DREDGE VOLUMES AREA (AC) CUT VOLUME (CY) 2' OVERDREDGE (CY) TLE A GA F ,794 2,530 GA G ,924 5,096 TOTAL ,718 7,626 TOTAL CUT VOLUME (CY) 6,324 15,020 21,344 DREDGE FOOTPRINT LIMIT (TOE OF SLOPE) APPROXIMALY 3H:1V SLOPE DAYLIGHT FERRY PLAZA N35 04' 10.42"W 25' 75' TYP 75" TYP 25' N E GA E GA F GA G PIER 14 PROMENADE AGRICULTURAL BUILDING 40' 0' 40' 80' SCALE: 1''=40' NO. DA DESCRIPTION JB DREDGING PLAN DA SEPMBER 30, 2016 SE002
5 LIMIT VARIES NO. DA DESCRIPTION NK DREDGING SECITONS NORTHSOUTH DA SEPMBER 30, 2016 SE003
6 LIMIT VARIES NO. DA DESCRIPTION NK DREDGING SECTIONS EASTWEST DA SEPMBER 30, 2016 SE004
7 OUTSIDE EDGE OF BART PLATFORM FERRY PLAZA C L C L C L (N) 24" DIA SEL PIPE PILES, TYP. (N) 24" DIA SEL PIPE PILES, TYP 5000 N E INDICATOR PILE (TYP), SEE NOS 3 AND 4 (N) 30" DIA SEL PIPE PILES ENTIRE ROWS M & L L7 L15 L21 L27 L33 (E) 24" OCT CONC PILES SUPPORTING GA E DECK TO REMAIN FACE OF BART PLATFORM 36" DIA SEL PILE PILES (N) 30" DIA SEL PIPE PILE G5 C L OF BRIDGE TO MATCH C L OF GA G E1 E11 48" DIA SEL PILE PILES (N) 24" DIA SEL PIPE PILE, TYP, UON (N) 24" DIA SEL PIPE PILES, TYP NO: FOR PILE TIP CUTOFF ELEVATIONS, SEE TLE 3, SE105 (E) SEAWALL A11 BASE LINE FOR PILE LOCATIONS, NORTHSOUTH DIRECTION, SEE TLE 2, SE104 A1 OUTSIDE EDGE OF SEAWALL NOS: α 1. FOR PILE CUTOFF ELEVATIONS SEE SE105. PILE GRID LINE BEARINGS, SEE TLE 1, SE104 EXISTING SEAWALL 5005 N E " DIA SEL PIPE PILES (ROW A ONLY) BASE LINE FOR PILE LOCATIONS, EASTWEST DIRECTION 5006 N E FOR PILE DETAILS, SEE S SE201 AND SE INDICATOR PILES WILL BE DRIVEN IN ADVANCE AND WITH A MINIMUM PENETRATION OF 10FEET IN THE SAND. 4. SEE INDICATOR PILE LENGTH IN TLE 4, DRAWING SE SCALE : 1:16 NO. DA DESCRIPTION ISSUED MB PILE PLAN DA SEPMBER 30, 2016 SE103
8 NOS: 1. SEE SE103 FOR DESCRIPTION OF REFERENCED POINTS, GRID LINES AND FACE OF BART PLATFORM. NO. DA DESCRIPTION MB PILE TLES 1 AND 2 DA SEPMBER 30, 2016 SE104
9 NOS: 1. ELEVATIONS ARE NGVD FOR PILE PLAN AND LOCATION SEE S SE103 AND SE104. NO. DA DESCRIPTION MB PILE TLES 3 AND 4 DA SEPMBER 30, 2016 SE105
10 3/4" 1/2" 8" O.C. 2'0" 10'0" 10'0" 8" O.C. 2'6" 1/2" RINGS, TYP PILE LENGTH "L" PILE LENGTH "L" PILE LENGTH "L" 10'0" 8" O.C. 8" O.C. 8" O.C. 2'6" 2'6" 1/2" RINGS, TYP 1/2" RINGS, TYP A 24" PILE SECTION 1" = 1'0" B 24" PILE SECTION 1" = 1'0" 3/4" 1/2" 8" O.C. 2'6" MLLW EQUAL EQUAL 5'0" MUDLINE (VARIES) 2" x 1/2" RING TO SUPPORT SEL PLA (SEE NO 6) 1/2" SEL PLA, INSTALL AFR PILE IS DRIVEN (SEE NO 6) ZINC ANODE, SEE NO 2 MLLW EQUAL EQUAL 5'0" MUDLINE (VARIES) 2" x 1/2" RING TO SUPPORT SEL PLA (SEE NO 6) 1/2" SEL PLA, INSTALL AFR PILE IS DRIVEN (SEE NO 6) ZINC ANODE, SEE NO 2 MLLW EQUAL EQUAL 5'0" MUDLINE (VARIES) 2" x 1/2" RING TO SUPPORT SEL PLA (SEE NO 6) 1/2" SEL PLA, INSTALL AFR PILE IS DRIVEN (SEE NO 6) ZINC ANODE, SEE NO 2 C 30" PILE SECTION 1" = 1'0" 1/2" 8" O.C. D 30" PILE SECTION 1" = 1'0" 3'0" 3/4" PILE TIP ELEV CUTOFF SPLICE LENGTH SEE NO 4 TYP PILE CUTOFF SPLICE (TYP) PILE TIP ELEV PILE TIP ELEV E 36" PILE SECTION 1" = 1'0" F NOS: 36" PILE SECTION 1" = 1'0" 1. COAT UPPER 40' OF PILE AS DESCRIBED IN THE SPECIFICATIONS. 2. ANODES SHALL BE ATTACHED TO PILES AFR PILES ARE DRIVEN. PILE SCHEDULE 3. MLLW = 0.08' NAVD " PILE ELEVATIONS 3/4" = 1'0" 2 30" PILE ELEVATIONS 3/4" = 1'0" 3 36" PILE ELEVATIONS 3/4" = 1'0" PILE TYPE 24"Øx0.75" WT 30"Øx0.75" WT 36"Øx0.75" WT APPROX. LENGTH "L" (SEE NO 4) 140'0" 140'0" 140'0" 4. PRODUCTION PILE LENGTH TO BE ADJUSD BASED ON PILE INDICATOR PROGRAM. 5. FOR INDICATOR PILE LENGTHS, SEE TLE 4, DRAWING SE CONCRE INFILL SUPPORT RING AND PLA ARE SHOWN FOR GUIDANCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING THE CONCRE INFILL SUPPORT. 1'0" 0'0'' 1'0" 2'0" SCALE: 1"=1'0'' 2'0" 0'0'' 1'0" 2'0" SCALE: 3/4"=1'0'' NO. DA DESCRIPTION MB TYPICAL PILE DETAILS 1 DA SEPMBER 30, 2016 SE201
11 A 48" PILE SECTION 1" = 1'0" MLLW EQUAL EQUAL 5'0" MUDLINE (VARIES) 2" x 1/2" RING TO SUPPORT SEL PLA (SEE NO 6) 1/2" SEL PLA, INSTALL AFR PILE IS DRIVEN (SEE NO 6) ZINC ANODE, SEE NO 2 B 48" PILE SECTION 1" = 1'0" NOS: TYP 1. COAT UPPER 40' OF PILE AS DESCRIBED IN THE SPECIFICATIONS. 2. ANODES SHALL BE ATTACHED TO PILES AFR PILES ARE DRIVEN. CUTOFF SPLICE LENGTH SEE NO 4 PILE CUTOFF SPLICE (TYP) 3. APPROXIMA PILE LENGTH, L=140'. 4. MLLW = 0.08' NAVD PRODUCTION PILE LENGTH TO BE ADJUSD BASED ON PILE INDICATOR PROGRAM. 1 48" PILE ELEVATIONS 3/4" = 1'0" 6. CONCRE INFILL SUPPORT RING AND PLA ARE SHOWN FOR GUIDANCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING THE CONCRE INFILL SUPPORT. 1'0" 0'0'' 1'0" 2'0" SCALE: 1"=1'0'' 2'0" 0'0'' 1'0" 2'0" SCALE: 3/4"=1'0'' NO. DA DESCRIPTION JFS BW TYPICAL PILE DETAILS 2 DA SEPMBER 30, 2016 SE202
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