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EHW = <br />14.35' <br />GW = <br />12.50' <br />MHHW <br />— 3 <br />= 11.10' - <br />MHW = <br />10.21' 7 <br />M LW = <br />2.80' <br />M LLW <br />= 0.00' o <br />ELW = <br />-4.11' 4 <br />J <br />w <br />m <br />w <br />�I DEMO EX ACP, <br />o APPROX 12 TO <br />o THICK. SEE NOT <br />CIO <br />C1C <br />H <br />Z <br />0 <br />U <br />0 <br />u.. <br />❑ <br />w <br />Z <br />m <br />m <br />^ DEMO EX T-5 BLDG, SEE <br />B DEMO EX B BLDG GRID B � SHEETS D3.1 AND D3.2 D DEMO EX ACP, SEE NOTE 3 <br />H 3 <br />- - TRENCH DRAIN, D5.4 D3.2 FOUNDATION DEMO FOR DETAILS SALVAGE EX BALLAST, <br />SEE NOTE t SEE NOTES 2 AND 3 <br />EX GRADE BEAM, SALVAGE EX GRATE, <br />00, 10 PROTECT IN PLACE00 � SEE NOTE 1 <br />10 EX CONC DECK PANELS, a <br />DEMO EX DS o� 4 <br />PROTECT IN PLACE. UNLESS DEMO EX 4" DS aQ as a;i .. � a Q <br />NOTED OTHERWISE. SEE DEMO EX BLDG COLUMNS a4 OQ � <br />WHARF DEMOLITION PLANS. op AND FOUNDATIONS. A I p <br />00 <br />•I r <br />F G H RW EX RET WALL, � <br />Q PROTECT IN PLACE. 00O � ��I adlo Q OC <br />I a4 a� <br />00 DEMO EX 8"wx18"d CONC EX CONC DECK PANEL <br />REINFORCED W/#6 BARS PROTECT IN PLACE <br />fEX WHAR. <br />PROTECT FNBALLAST PLACE. �SEEKTESC IN DEMO GROUT WITHIN <br />r SHEETS FOR TEMPORARY PROTECTION TRENCH DRAIN <br />I I <br />° DEMO t85LF B EXISTING TRENCH DRAIN DEMOLITION <br />EX 12" SD D2.111 62.2 D5.4 SCALE: 1" = t' <br />I I I DEMO EX 8" CMP SD <br />CUT AND CAP EX 12" CMP SD AT <br />BOTH ENDS. FILL SD WITH GROUT <br />AND ABANDON IN PLACE. <br />A BUILDING STORM DRAIN DEMOLITION <br />D2. 11 D5.4 10' 0 10' 20' <br />5 15 <br />STOCKPILE EX CRB FOR SCALE: 1"=10' <br />REUSE OR DISPOSAL <br />PER SPECIFICATIONS. �.,,,,�� ���. <br />E EXISTING UPLAND PAVEMENT SECTION <br />'3 <br />D2.1, D2.2 D5.4 SCALE: NTS <br />❑ <br />DEMO EX 4" <br />SEE NOTE 3 <br />Cal <br />a� <br />c <br />a� <br />W SALVAGE E) <br />BALLAST FC <br />o SEE NOTE <br />a <br />0 <br />N <br />o EX CONC <br />AND PILE <br />o IN PLACE <br />0 <br />iea <br />w <br />0 EX 6" ACP. <br />NOTE 3. <br />VAGE EX 12"± <br />LAST FOR REUSE. <br />NOTE 2. <br />F EXISTING WHARF PAVEMENT SECTION <br />_J <br />z D.2.1, D2.2 D5.4 SCALE: NTS <br />w <br />F- <br />w <br />re <br />Irort <br />r <br />w <br />w P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />d <br />1601 Sth Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO.1600120 <br />Q0 <br />12/08/17 <br />NW <br />I ISSUED FOR BID AND PERMIT. <br />NO. <br />DATE I <br />BY <br />I REVISION <br />EXISTING RPBA <br />D2.1 1 D5.4 SCALE: NTS <br />� s <br />NO. i DATE i BY <br />SALVAGE-) DETAIL <br />An- <br />370144 �y <br />o 1$'1`�ay '1 <br />�jONAL �G1 ®� <br />PROJECT ENGINEER: <br />N. WATSON <br />DESIGNED BY: <br />J. BECKER <br />DRAWN BY: <br />S. MILLETT <br />APPROVED BY: <br />r r D5.4 SCALE: <br />RESTRAINED <br />JOINT END CAP <br />24" MIN <br />CONC THRUST <br />BLOCK PER COE <br />STD SPEC 5-13 <br />CUT PIPE WHERE <br />INDICATED ON PLANS <br />PLUG PIPE A MINIMUM <br />DISTANCE OF 2' FROM <br />INLET END WITH GROUT <br />CUT AND CAP ABANDONED. PIPE DETAIL <br />D2.1, D2.2, D5.4 D5.4 SCALE: NTS <br />DEMOLITION NOTES <br />1. TRENCH DRAIN GRATES BETWEEN GRID LINES 0 AND 27 SHALL BE REMOVED AND BECOME <br />PROPERTY OF CONTRACTOR. CONTRACTOR SHALL FURNISH & INSTALL NEW GRATES BETWEEN GRID <br />LINES 0 AND 27. TRENCH DRAIN GRATES BETWEEN GRID LINES 28 AND 35 SHALL BE SALVAGED <br />FOR REUSE. SEE SHEETS C2.1, C2.2 AND S8.1 FOR TRENCH DRAIN RECONSTRUCTION DETAILS. <br />2. SALVAGE WHARF BALLAST AND TEMPORARILY STORE IN DESIGNATED BALLAST STOCKPILE AREA AS <br />SHOWN ON SHEET C1.2. WHARF BALLAST CONSISTS OF CRUSHED ROCK BASE COURSE. BALLAST IS <br />TO BE REUSED AS BASE COURSE IN CONJUNCTION WITH THE NEW PAVING SHOWN ON SHEETS <br />C2.1, C2.2, AND C2.3. <br />3. WHARF PAVEMENT FROM GRIDLINES 0 TO 27 IS APPROXIMATELY 4" THICK ACP OVER 14" BALLAST <br />MATERIAL. WHARF PAVEMENT FROM GRIDLINES 27 TO 35 IS APPROXIMATELY 6" ACP OVER 12" <br />BALLAST MATERIAL. UPLAND PAVEMENT MAY RANGE IN THICKNESS FROM 12" TO 24" ACP OVER 12" <br />OF CRUSHED ROCK BASE. <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />N . WATSON <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />VERT DATUM: MLLW = 0.0' <br />HORZ DATUW NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />PORT OF EVERETT DWG. NO. D5m4 <br />SOUTH TERMINAL WHARF & ►P N0. <br />ELECTRICAL UPGRADES -PHASE 2 1-8-001-06 <br />PROJECT <br />DEMOLITION DETAILS N0• MT-ST-2017-1 1 <br />(4 v F 5) SHEET NO. 27 OF 176 <br />DIAL 811 <br />