Laserfiche WebLink
0 <br />w <br />C0 <br />w <br />m <br />w <br />z <br />z <br />w <br />LL <br />CD <br />C) <br />CIO <br />C) <br />M <br />E <br />q) <br />IN <br />#8 PILE CAP <br />STRENGTHENING (5) #11 CONT <br />TOP BARS, SEE <br />ACP <br />Fr <br />c� <br />PVC END CAP <br />0 <br />MECHANICAL <br />Ln COUPLER <br />Q <br />#9 BAR W/ TERMINATOR, ---- <br />SPLICE TO END OF EA #9 /s <br />CL LANDSIDE CRANE RAIL <br />3' - 3 1/2" <br />/299 � 1 9- 8 99 I <br />SEE <br />NOTE 3 <br />DOWEL W/ MECHANICAL // (8) #9 // /i �- SEE NOTE 4 <br />COUPLER SIDE BARS <br />ABANDON ALL <br />(9) #1 1 CONT / / I / BATTER PILES <br />APPROXIMATE EXISTING UBBER IN PLACE, TYP <br />l�. PLUG A END <br />GROUNDLINE AND FINISHED FLEXR-�A END <br />1 P®899 29-0)9 1 9-LL^99 <br />GRADE - SEE NOTE 1 v l^ <br />1 <br />C, <br />I <br />3'-'3 1 /2" ( 1 9_RP9 I i /�I\/ 1 1 C <br />H E ETS <br />D GRADING <br />NOTE: '"�;:�:���" i __...___,�-_--- <br />FOR REINFORCEMENT DETAILS <br />� I <br />NOT SHOWN SEE A ��� � I FOR PILE <br />S1 L1 511.1 REINFORCEMENT <br />CLEARANCE SEE 4� <br />APPROXIMATE EXISTING 511.2 <br />GROUNDLINE AND FINISHED <br />GRADE - SEE NOTE 1 <br />SECTION ,4T EXISTING PILE CAPS <br />i�VHALF SENTIt's) BENTS 28.5 THRU 34.5 <br />16015th Avenue, Suite 1300 <br />Seattle, Washington 08101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />COUPLE AND REATTA�`� <br />EX #3 PILE C <br />STRENGTHENING T <br />BARS, <br />S1 1.1 <br />I <br />APPROXIMATE EXISTI1 <br />GROUNDLINE AND FINISH[ <br />GRADE - SEE NOTE <br />me <br />NOTES:_ <br />1. RELOCATE RIP -RAP TO AREAS ADJACENT TO <br />PILE CAPS AS REQUIRED FOR DEMOLITION, PILE <br />INSTALLATION AND FORMING PLACING NEW <br />CRANE BEAM, PERMANENTLY REMOVE EXCESS <br />RIP --RAP MATERIAL AS NECESSARY, DO NOT <br />REMOVE SEDIMENT WITH RIP -RAP. <br />2. SEE C2,5 AND S8.1 FOR ELEVATION AND <br />GRADING OF CRANE BEAM. <br />3, 2 1 /2"0 SCH 40 PVC PIPE SLEEVE OVER <br />EACH #9 DOWEL WITH STD PVC END CAP AND <br />FLEXIBLE RUBBER PLUG. PROVIDE 1 1 /4" 0 <br />HOLE IN END CAP AND PLUG TO CENTER #9 <br />DOWEL IN PIPE. FILL PIPE TO ENCASE DOWEL <br />WITH CORROSION INHIBITING GREASE OR <br />GELLED WAX COMPOUND CONFORMING TO <br />SECTION 3.2.5 OF POST TENSIONING INSTITUTE <br />M 10.2. <br />4. 1 "x30"xCONT. 60 DUROMETER NEOPRENE <br />BEARING PAD WITH 1 /4"0 HOLES FOR #9. <br />DOWELS. <br />5. #9 DOWELS SPACED AT 12" O.C. AND <br />EMBEDDED 1 B" WITH HILTI HIT -RE 500-V3. <br />DRILL HOLES USING HAMMER DRILL. DO NOT <br />DAMAGE EXISTING REINFORCING, PAINT 2'_0" <br />SECTION OF DOWELS WITHIN PVC PIPE WITH <br />MIN 16 MILS CARBOLINE BITUMASTIC 50. <br />® <br />12/08/17 <br />SK <br />I ISSUED FOR CHID AND PERMIT. <br />NO. <br />DATE I <br />BY <br />REVISION <br />NO. <br />DATE <br />BY <br />REVISION <br />PRECAST <br />Cl <br />APPROXIMATE E <br />GROUNDLINE AND FI <br />GRADE - SEE <br />rl I ANM�InF rRANF RAII <br />ABANDON ALL <br />BATTER PILES <br />IN PLACE, TYP <br />.E CIVIL SHEETS <br />)R UPLAND. GRADING <br />NOTE: <br />FOR REINFORCEMENT DETAILS <br />NOT SHOWN SEE <br />S11.TS1 .1 <br />,I[CI'OPJ AT EXISTING PILE t,hf"'S <br />(WHQU PENT I's-) BEiJI> 28 f!II'U 35 <br />S4.41 S 1 1 ,1 SCALE: 1 /2" = 1"-0" <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />S. STORY <br />DRAWN BY: <br />T. LEMONS <br />APPROV D B <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEBLER <br />CL LANDSIDE CRANE RAIL <br />�8 TOP AND BOTTOM <br />3ARS SEE ( B <br />511.1 ST1 <br />NOTE: <br />FOR REINFORCEMENT DETAILS <br />NOT SHOWN SEE <br />S1 1�1 511.1 <br />CIP NO. <br />1-8-001 -06 <br />PROJECT <br />NO. MT-T-2017-1 1 <br />SHEET NO. 85 OF 176 <br />