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z <br />m <br />LLI <br />LL <br />U— <br />C) <br />CD <br />co <br />C) <br />co <br />q) <br />o� <br />w <br />C) <br />-171 <br />C) <br />Lu <br />z <br />w <br />w <br />z <br />LLJ <br />Lli <br />0- <br />E <br />5'-0" <br />T%�� <br />tea.,. <br />i 0 <br />J OD <br />0 ) (0.5 <br />700'--0" TO GRID LINE 35 <br />—n„ I I I I I I I I I I 10' ( I I I <br />.- ._.... _ _. ...._ 79........ _,.... .. _...._.- ..._.. � 99 9 e f�,.9D '..� ' 9$, -.'.:'. 93 „ � )9 99 y 9 7 9 99 99 99 , 99 _.24..._ 18-_ 24 1 c� 24 24 1 24 1 24 24 <br />18 18 ( 18 1-1"_ w� _..... _._._� T1. �;�� v.�.., ..�,1.8,_ I 1 I, 18 1 24�_._ m 18 <br />9 99 99 99 9 <br />„ 24" 24 ' 24 24 24 24' 24" 24" 24" __ _,_._._. <br />1 8 99 1 ^ 99 94 18" <br />8 99 18" <br />8 99 18" <br />8 Y 18 <br />99 1 8 9f 99' 99 99 99 " 99 99 99 99 <br />PVK Y�L7 - - .y......__..,._.. _._..... 1 �.__-. 34KJ �}.S1 1.:_�. ' .._............... . 1 � 18 .. 1 � 18 13 " 18 18 1 �" 1 ca <br />24 24' 24" 249) 24PP 2499 <br />------------ <br />OD._.. _._._- <br />['24" 18" 24" 1 �" 24T9 .._ .._ 1 yD.E .,. 2499 ...- 1 89y..-,,-. 24" 1 �99 24" 1 p�99 2499 1 8)) 2499 9Y Yy 99 99 99 19 9) ➢9 99 89 99 <br />__.... _ I8 1..8... _ . 2 4 — 1,..8 2 4. 1. 18 _ 1. 8 w I e / 18 18 <br />124" I 124 I (24' » L4 4 <br />. <br />99 99 99 99 f9 99 ,29 � f9 ?➢ 9f 99 -.-_ 99 99 99 99 yy �.� ` <br />Ld <br />._.. _ -- <br />18 18 18 1 g u_._, 8 .._. _ _, 18 18 18 1-8 - . 18 18 __ .__1 1»_ r 1 F3.... 18 <br />:� <br />h18 <br />89._..`-_ 118" (18" 118" 118" " 118" 11 8" E�18" � ' <br />v �- <br />1`8 ,�___._ (18" 118" 118" 1�18" ` 1 118" 118" __ � 1899 (18' u <br />z <br />'. ...-4 � 4 i2_4.9249 24 <br />2 4j._......,2.-._...4.,...,__. <br />9-2924924" <br />24)9 2499 249 2 <br />918 1.8 18918 1898_18%18518" <br />9 <br />r <br />24" 2499 2499 2499 / /� 99 2 q 99 2 !" 2 T" 245' 24" <br />f 99 24 <br />99 2499 219 2493 2499 2499 24yy 2499 <br />24'2 9I 24( / I 12124" I 124" I I 124" .124I 124" I 24" I "I 124" <br />-� - - <br />4 <br />--1 <br />79 >) 999)999)99 9➢99 P9}9 99924 249[24"124 I�24 124 124 I24 124 � 24 [24" I24 � I24 124 i2499 (2499 i24' 124 <br />10 <br />9__...0 9D <br />TYP <br />LE <br />NEW 18" OR 24" STEEL PILE, SIZE AS NOTED, <br />EXISTING <br />OCTAGONAL <br />CONCRETE HOLLOW PILE, <br />SEE PLAN ABOVE. SEE S6.1. <br />SIZE AS <br />NOTED, <br />NEW 24" STEEL CRANE BEAM PILE. SEE 56,1. <br />EXISTING <br />OCTAGONAL <br />CONCRETE SOLID PILE, <br />SIZE AS <br />NOTED, <br />NEW 12" STEEL FENDER PILE, SEE S21 .1 , <br />EXISTING <br />STEEL PILE, <br />SIZE AS NOTED, <br />PILES REQUIRING PDA AND CAPWAP ANALYSIS, <br />i <br />LOCATIONS MAY BE ADJUSTED BY THE <br />: , EXISTING <br />12"0 WOOD <br />OR STEEL FENDER PILE. <br />ENGINEER EASED ON THE CONTRACTOR'S <br />SELECTED DRIVING SEQUENCE <br />EXISTING <br />OCTAGONAL <br />PATTER PILE. <br />A 12/08/17 SK ISSUED FOR BID AND PERMIT. <br />NO. DATE BY REVISION <br />PILE LAYOUT <br />SCALE: 1/16" = 1'-0" <br />NOTE: <br />BEFORE PILE DRIVING COMMENCES, A CLEAN <br />SAND CAP OR OTHER APPROVED FILTER <br />DEVICE SHALL BE PLACED IN THE NEW PILE <br />FOOTPRINT AT A DEPTH OF 699. THE SAND <br />SHALL BE PLACED SUCH THAT THE PILE IS IN <br />THE CENTER OF THE CAP AREA WHICH SHALL <br />HAVE A DIAMETER OF THREE. (3) PILE <br />DIAMETERS. <br />NO. I DATE I BY <br />REVISION <br />PROJECT <br />NORTH <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEDLER <br />Lo <br />A <br />11 <br />N <br />it <br />E <br />cc� <br />JCF <br />I <br />CG <br />H <br />CIP N0. <br />1 8001 —06 <br />PROJECT <br />NO. MT— T-2017-1 1 <br />SHEET NO. 63 OF 176 <br />