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1 <br />pI� <br />�d <br />UJI <br />F_ <br />M� <br />z <br />0 <br />ILL <br />8 <br />LLJI <br />n <br />f� <br />E <br />UJI <br />16 <br />I� <br />CIA <br />uj <br />z <br />Lu <br />z <br />m <br />w <br />m <br />11 <br />21 <br />22 T <br />24 2s 26 <br />ECD SEE ELEC SHEETS-\ <br />M <br />I I SLEEVC WNETRATI0N' <br />AT NEW <br />I I c3. sa.t PILE CAP STRENGTHENING <br />II II II II II <br />11 11 If fl II <br />fl II II II II <br />II II II II II <br />II II II II II <br />II II II II II <br />II II II II II <br />II II II II II <br />II II II II II <br />If II II II II <br />II II II II it <br />II II II II II <br />II II II II II <br />II II II II II <br />II II II II II <br />27 28 23.5 29 29.5 .5 32 31.5 32 32.5 33 } 33.5 34 34.5 35 <br />C a2 C3,3 2YY POTABLE WATER <br />�� �>HIP SERVICE <br />ICI <br />NEW/RELOCATED 2" W, HDPE, SDR 9 TO DOLPHIN <br />III <br />I <br />TRESTLE. LAY PIPE ON TOP OF EX CONC DECK <br />PANELS AND BURY IN BALLAST PORTION OF DECK. <br />II � <br />I <br />I <br />II <br />I <br />, <br />RECONNECT NEW/RELOCATED 2"W HDPE TO EX 2YY <br />I <br />II <br />II l <br />I <br />I <br />II <br />II <br />HDPE. CONTRACTOR TO FIELD VERIFY SIZE AND SDR o . <br />AND PROVIDE ADAPTER COUPLING IF NECESSARY. <br />\ <br />I� <br />�I <br />2" W, HDPE, SDR 9 INSIDE 4S9 PVC, SCH 40 CASING PIPE <br />CAST INTO CONC PILE CAP. SEE S22o1 FOR DETAILS. <br />CORE DRILL 5"0 HOLE IN EX CONC GRADE REAM <br />AND RET WALL SEE S22.1 FOR DETAILS. <br />COMPRESSED AIR FREEZE <br />C3,1 C_,4 PROTECTION ASSEMBLY, TYP <br />BLOW -OFF ASSEMBLY PER COE STD DWG 511. <br />VALVE BOX SHALL BE 2Yx2Yx2Y I.D. DEFER TO <br />DETAIL 1 ON SKEET S22.3 FOR VAULT DETAILS. <br />(�T) 3" GATE VALVE AND <br />63°� C3.2 VALVE BOX, TYP <br />3YYx2" HDPE TEE TO SHIP SERVICE VAULT <br />ALONG GRID LINE 27.5. WRAP PIPE FROM <br />METED TO SIT' SERVICE AT GRID 27.5 <br />WITH TRACE WIRE, SEE NOTE 2, SHT C3o4, <br />EX TIMBER BULKHEAD, <br />LOCATION APPROX. <br />TOP EL®12o32Y± <br />X <br />ii <br />b- <br />X <br />X <br />4?p PVC, SCH 40 PIPE SLEEVE LAID ON TOP <br />OF DECK, TYP. SEE DETAIL D ON S22,2 <br />FOR SLEEVE PENETRATION DETAILS THRU <br />EXISTING WHARF PILE CAP STRENGTHENING <br />- EX 2" W HDPE" TO DOLPHIN BERTH t� <br />TRESTLE, PROTECT IN PLACE <br />EX DOLPHIN BERTH TRESTLE, d� <br />PROTECT IN PLACE Ac <br />���__-�_dd`-�-�d� A �- -- <br />pC <br />® a,q RC ------ac <br />AC <br />E <br />VALVE BOX L <br />PLASTIC FOAM RING <br />I <br />Mt r�� <br />ELEVATION <br />(SCE ELEVATION A) <br />12" THICK, REINFORCED <br />CONC PAD, SEE PLAN <br />ABOVE FOR DIMENSIONS <br />VALVE BOX AND EXTENSION <br />PER CITY STANDARD DWG 505 <br />GATE VALVE <br />THRUST BLOCK <br />ALVE BOX <br />C3.1, C3.� Cl2 SCALE: NTS <br />Lam; - i _ <br />SS S I s. <br />�. SS� o - _ -- — oA <br />02, <br />�-- �I I ' �--�-----�------ <br />I <br />P.O. BOX 538 Seattle, Washington 98101 a � - - �� ZOOVE��EVERETT, W,R 98206 d 12/0,�/17 NW IS�>UED FOR BID �,ND PERMIT. �T--- - <br />EVER T, WA 9 (206) 382-0690 Fax (20 ) 382 0500 TONAL � <br />PROJECT NO. 1600120 NO. DATE BY REVISION NO. DATE BY REVISION <br />X r_ X <br />-LEGEND <br />WAT E R <br />v <br />GATE VALVE <br />CONC THRUST BLOCK <br />BOLLARD <br />WATER METER <br />ELECTRICAL UTILITY VAULT <br />CAST -IN PIPE BOLLARDS <br />REMOVABLE BOLLARDS <br />SNOW PINS <br />-- <br />WATER UTILITY VAULTS <br />/ <br />REMOVABLE BULLRAIL SEGMENTS <br />MOBILE HARBOR CRANE <br />ELECTRICAL VAULT <br />SHORE POWER <br />CRANE FIRER OPTIC VAULT <br />1--8-001-06 <br />PROJECT <br />NO. MT-ST-2017-1 `1 <br />SHEET NO. 44 OF 176 <br />