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a <br />z <br />z <br />oli <br />Cam' <br />co <br />V <br />z <br />0 <br />�9 <br />z <br />Q <br />�a <br />z <br />N <br />E <br />e� <br />0 <br />C, <br />C) <br />co <br />T— <br />to <br />S" <br />z <br />w <br />uj <br />LIA <br />IL <br />f-I"IN 1 ICY ri r-n (_r-i <__rr)i If11_r <br />CRANE_ RAIL <br />Sl2.' EL=1 &20 <br />EDGE CE CONC, <br />EL� 18, 20' <br />k� M; Pill r_- a� Fad I s 13; �13_ <br />� <br />TYPICAL <br />^ y WHARF <br />C2,1, C2a29 C293y C,2,5 SCALE: NTS <br />C2.4, C2.5 <br />6" HMA CLASS 1 /2" PG <br />64-22. PLACED IN 2 LIFTS <br />AT 3" EACH <br />PLACE AND COMPACT EX <br />BALLAST FROM STOCKPILE <br />EX PRECAST PANEL, <br />PROTECT IN PLACE <br />wo <br />ACP <br />DETAIL <br />EX 12" <br />UPLAND ACP- <br />TRENCH DRAIN, <br />I�SE <br />3m1 RIM�17o39' <br />EDGE OF GONG, <br />EL=17 , 40' - - <br />ACP <br />S 100 � S=167% <br />EDGE CE CONC, <br />EL=170 40' <br />r ACP <br />S 107% S=1 o 1 1% <br />2 TRENCH DRAIN <br />C2.4 C2.5 SCALE: 1:1 <br />TREAT ALL SAWCUT EDGES WITH HOT <br />SEAL JOINT. COVER JOINT SEAL WITH <br />SAND TO PREVENT TRACKING:, TYP <br />1' ,—FULL—DEPTH SAWCUT <br />mIMI <br />4 <br />, �9o� WHARF ACP <br />12" HMA CLASS 1 /2" PC 64-22 <br />PLACED IN 4 LIFTS AT S' EACH <br />12" CRE3 COMPACTED TO MINIMUM <br />9% OF MAXIMUM CAPACITY. REUSE <br />OF ON —SITE CRB IS ALLOWED IF IT <br />CONFORMS WITH THE SPECIFICATION <br />FOR CRB AND IS APPROVED FOR <br />REUSE BY THE ENGINEER, <br />TYPICAL UPLAND A� DETAIL <br />C2.1, C2.2, C2.3FC2.5 SCALE: NTS v V <br />C2.4, C2.5 <br />CRANE RAIL <br />'2'5 s1 2o1 EL=17m62' <br />EDGE OF CONC <br />EL=17o59' EI =17o62' <br />ACP S=1,1 1 % Sm 1.22% <br />LANDSIDE CONC <br />CRANE RAIL BEAM, <br />SEE S1101 AND S11 n2 <br />EL=17.62' <br />S=2a50% <br />VARIES <br />EDGE GE CONC, <br />EL=17a64' <br />I <br />L.ADSIDE CONC CRANE RAIL BEAM <br />C2.41C2.5 SCALE: NTS <br />LANDSIDE <br />CRANE <br />BEAM <br />N <br />RELIEVING PLATFORM ACP <br />� THICKENED EDGE. <br />SEE NOTE 2 <br />m <br />�w <br />TLC2,5 UPLAND ACP <br />6" HMA CLASS 1 /2" PG 64-22 THICKENED EDGE, <br />PLACED IN 2 LIFTS AT 3" EACH rSEE NOTE 2 <br />`—EX CONC DECK PANEL <br />BALLAST, DEPTH VARIES, <br />MIN 16" <br />INSTALL ON TAR PAPER <br />(BOND BREAKER) BETWEEN <br />EX CONC AND NEW ACP— <br />FILL VOID BETWEEN LS CRANE BEAM <br />AND EX GRADE BEAM WITH BALLAST <br />24" <br />L I I- �_ T TAIL <br />C219 C2,29 C2o3, C2o4 C2,5 SCALE: NTS <br />NOTES <br />1, COLD PLANE BITUMINOUS ASPHALT 3" DEEP FOR A MINIMUM WIDTH OF 12" TO <br />CREATE A 12" MINIMUM OVERLAP BETWEEN ALL NEW ACP REPLACEMENT AND <br />EXISTING ACP PAVEMENT. LEVEL AND SEAL ALL CRACKS PRIOR TO PAVING IF FOUND <br />WITHIN THE COLD PLANE LIMITS PER THE SPECIFICATIONS, <br />24 INSTALL A THICKENED EDGE ON TOP OF THE EXISTING CONCRETE RETAINING MALL <br />AND GRADE BEAM. PROVIDE 20 LB TAR PAPER TO FUNCTION AS A BOND BREAKER <br />BETWEEN THE CONCRETE AND ASPHALT PAVEMENT. <br />