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NE: <br />29 29.5 345 35 _-­ 3 8- -DEMOLITION NOTES <br />540' 160 FIELD LOCATE BALLAST DECK DRAINS AND HAND DIG AT EACH LOCATION TO <br />wo 2:t!T2 PROTECT THE DRAINS DURING BALLAST REMOVAL. SALVAGE DRAIN COVERS FOR <br />DEMO LIMITS FOR 4" THICK' WHARF D MO LIMITS FOR 6" THI�K \�14�0 REUSE. SEE TESC SHEET C1.4 FOR TEMPORARY DECK DRAIN PROTECTION. <br />-4,CP AND 14" 1ICK WHARF BALLAS -AOP AND 12" THICK WHARF ------ <br />ww <br />Co -~�4CP SAWCUT LINE ALONG ~R|D-|NEU�� <br />777��K�yl �� UPLAND ���� <br />DEMO - -[l /1 <br />-� LD5. <br />`~` <br />\ \ \ \ \ \ \ \ <br />F\[�k�[l �� VV�U\�[� <br />^^._.,.`' ._'. ,.. , .. .. /\L��� <br />�� <br />D�~'LD5. 4 <br />&CP -�V�UT iWE\D <br />EX DECK PANEL DRAIN, PROTECT IN PLACE <br />/ \ <br />� / / | | | ' \ | / \ ----- ---`-� kX��NT F1[�k�[\ ��(lK[T[�/l} ��/l|K[T� <br />/ | ^~ \� | \ \ � ' \ / ) � /�� �f�VL.°._... `'.-.,.^^ °`~....``^^- POINTS `�� /������ PAVEMENT DEMOLITION CONTROL [�/�|KF�c� TABLE /lKJ ��A[��T [l�� ��� <br />\~,^-^- �\A���...��... `^^_..."`-...".. ��".....°"- POINTS .~,��� =` ~^''`-`-' "^-`~�/ <br />L���[�UT 4NF1 D�k�(l �� &�� �D�� <br />`�'�v'`�`/' '`'"�� ���-','^� `-~` '`^^' FOR <br />` ------- � \ � -.__ ------ <br />N�� ELEC. c���� ELEC ��A��T� <br />� NEW `-`-`-`'^ `�`-`- `-^-`-`^ SHEETS. <br />' `'^ <br />- ���T��� �VK�T �o�� (`�,1 ���l [��,� <br />� RESTORE ' -' — � ' '� � PER ' --- AND �- --- -- <br />~ | ` \ ---' --------- <br />_� -- 18,0-- <br />01 LSEPA <br />ON C{��(� -PA��___ <br />T <br />/ <br />' <br />/ <br />/ <br />/ <br />�_______________------ - � w / <br />/ _____________� _ <br />\/ ° ____/,_ ______ . . / <br />� ______---- ------------------ <br />_ _-____ <br />�_______--- <br />- <br />� ---- _--�18.0 ( | | \ \ <br />------_-=-=�-J}�-_--- ---- -T�VV/(TE- -F� VALVE --- --- <br />-~-'���k�=�7 7�" <br />D� ' <br />-- TOP OF NUT=1440" <br />1601 S+h Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. l6OOI2Q <br />A <br />12/08/17 <br />NW <br />ISSUED FOR BID AND PERMIT. <br />NO. <br />DATE <br />BY <br />REVISION <br />REVISION <br />PROJECT ENGINEER: <br />N. WATSON DESIGNED BY: <br />J. BE/`KER DRAWN BY: <br />SCALE: <br />� <br />AS SHOWN DATE <br />1��n���O17 <br />.�/uo/��., <br />CHECKED BY <br />N. WATSON <br />NTS <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />=k A 4 :1 =k i i <br />.......... <br />16T, �� <br />SOUTH TERMINAL WHARF & <br />UTILITY AND PAVEMENT <br />_________D_EMOLITI_0N --PLAN (2 OF 3) <br />��/l' (l �/�' z1�' <br />��� � ��� ` � <br />10 <br />SCALE: 1 "���O" <br />~`~ ~-` ' ^-~ <br />' <br />V�AT ��TU�` �| V� = � O ` ^-' ` ' ~' `' ^~'~' '`'�^_,, ~_~ <br />A/l�7 k�^ N�� �� /�1 <br />. .^^. .^- DATUM: . ., .`^ ^�`'/ o . <br />|� �A��T |� U�S� ��w�^1 <br />.� _�__ - ____ ' ' --_'`_ <br />��RU�� � ��/~���F1|���[� <br />'`�^~=°� ~^�°�� '`"=~~'`"""~^�'DWG. NO. D21012 <br />CIP NO. <br />1-8-001-06 <br />PROJECT <br />NO, MT—ST-2017-11 <br />SHEET NO. 16 OF 176 <br />