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FAIRLEAD TO PROTECT <br />CABLES DURING TIDE CHANGE <br />TWO LIFTING HAND HOLES ON <br />BULLRAIL FILLER FABRICATION <br />BULLRAIL FILLER <br />FABRICATION HINGE <br />ASSEMBLY <br />S314.5 S 14.5 <br />01 <br />CABLE S LOT -----' <br />z <br />w <br />CRANE RAIL <br />POCKET <br />w <br />� BULLRAIL FILLER FABRICAT <br />CONSTRUCT OUT OF 3/16" PL <br />ANCHOR TO CONCRETE, SEE NOTE <br />CD LIFTING HANDLE <br />UNDERSIDE BETWI <br />SIDE PLA <br />9 <br />7- <br />BULLRAIL FILLER <br />FABRICATION HINGE <br />ASSEMBLY <br />C) <br />Q <br />a <br />10,-_199 <br />CL VAULT OPENING, LOCATE PER PLAN <br />1 9_3 1 /299 <br />lk� 1 <br />7 2 _ 6 " <br />I <br />BIRD SCREEN DOOR CLOSED <br />WHEN NOT IN USE, FOR <br />99 ADDITIONAL REQUIREMENTS, <br />2 SEE S 14.6 <br />m <br />BULLRAIL FILLER <br />FABRICATION <br />IrJill-'sly <br />I STEEL BULLRAIL <br />ON LID <br />TAMPER RESISTANT <br />LOCKING BOLT, <br />li SEE NOTE 15 <br />VAULT PLACARDS, <br />TYP SEE NOTE 14 <br />FACE <br />OF PIER <br />I :1A �W:M DAMOR - — — — — — — — — — — — <br />DA <br />C :17AGI <br />imam Kww <br />41 :I tt II rs <br />� i'J li <br />V -10 1 /2" V ---10 1 /2" V - 10 1 /2" V -10 1 /2" <br />------------ <br />PLAN SHORE POWER <br />S4.2, S4.3, (S 14.5 SCALE: 3/4" d 1 ".-0„ <br />(_R�SECTION WITH _LdD_ OPEN <br />S9.1, S9.2, S14.5 SCALE: 3/4" ® 1 '. 0„ <br />S 14.5 <br />16015th Avenue, Suite 1300 <br />Seattle, Washington 08101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO, 1600120 <br />A <br />12/0$/7 <br />SK <br />I ISSUED FOR 431D AND PERMIT. <br />NO. <br />DATE I <br />BY <br />REVISION <br />NO. I DATE I BY <br />BULLRAIL <br />CONDUIT PER <br />ELECTRICAL <br />II � <br />rr' ""'"/�'A'G HOLD OPEN <br />\ND) TO SAFELY <br />OPEN POSTION <br />REVISION <br />'OP OF <br />;BANE BEAM <br />ELECTRICAL <br />CONDUIT <br />FOR F <br />SHOWI <br />A � SECTION <br />S14.5 S14.5 SCALE 3 4° = 1'-0" <br />FOR DESIGNED <br />OWER VAULT <br />NOTE 1 <br />CRANE RAIL <br />POCKET <br />3LE <br />)T <br />2"0 PVC DRAIN PIPE. ALL DRAIN <br />RIPE SHALL EXTEND 1" LOWER <br />THAN SOFFIT TO PROVIDE A DRIP <br />EDGE. TV ALL DRAIN PIPES. FOR <br />SOFFIT PENETRATION DETAIL SEE <br />r2__'� <br />S14.5 S10.3 <br />NOTES: <br />1. CONTRACTOR TO DESIGN AND PROVIDE VAULT LID, BULLRAIL FILLER FABRICATION, BULLRAIL FILLER FABRICATION HINGE ASSEMBLY, <br />AND VAULT FRAMING TO BE EMBEDDED IN CONCRETE. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. <br />2. EACH LID SHALL INCORPORATE ALL 316 STAINLESS STEEL NITROGEN GAS SPRINGS, TO ACHIEVE ONE -PERSON LIFT CAPABILITY, WITH <br />A 20 LB. MAXIMUM OPENING FORCE THROUGH THE 90 DEGREE OPENING RANGE. THE NITROGEN GAS SPRING SHALL HAVE A <br />MINIMUM ROD DIAMETER OF 14 MM, A MINIMUM CYLINDER DIAMETER OF 28 MM AND A MINIMUM STROKE OF 200 MM. INTERNAL <br />SEALS SHALL BE OF VITON CONSTRUCTION. <br />3. LATCH SHALL BE ACTIVATED BY A RECESSED HANDLE WITH NO ABOVE --GRADE PROTRUSIONS. THE SPRING LOADED HANDLE SHALL <br />RETURN TO CLOSED POSITION AUTOMATICALLY. THE HANDLE SHALL INCORPORATE CONCEALED MOUNTING HARDWARE, FOUR -BOLT <br />INSTALLATION/REPLACEMENT AND BE OF ALL 316 STAINLESS STEEL CONSTRUCTION. HANDLE SHALL BE NON -LOCKING. <br />4. SEE SHEET S 14.6 FOR CONCEPTUAL ISOMETRIC VIEWS OF VAULT LIDS. <br />5. STRUCTURAL SECTIONS AND PLATE SHALL BE ASTM A36 STRUCTURAL STEEL OR GREATER. <br />6. STEEL COVER AND FRAME SHALL BE HOT DIP GALVANIZED PER ASTM A123 AFTER ALL WELDING BUT PRIOR TO INSTALLING <br />STAINLESS STEEL ELEMENTS. <br />7. HINGE SHALL BE HEAVY DUTY ALL 316 STAINLESS STEEL CONSTRUCTION, <br />8. FRAME SHALL_ HAVE INTEGRAL CONCRETE ANCHORS, PROVIDE MINIMUM OF TWO ANCHORS FOR EVERY 24" WIDTH OF COVER. <br />9, A SELF -ENGAGING HOLD -OPEN PAR (HOB) SHALL BE PROVIDED TO SAFELY HOLD THE COVER IN THE OPEN POSITION AND TO <br />PROTECT AGAINST COVER OVER -TRAVEL WHILE OPENING. <br />10. LIDS AND PERIMETER FRAMING ELEMENTS SHALL BE DESIGNED FOR THE MOST STRINGENT OF THE MOBILE HARBOR CRANE TRAVEL <br />LOADING, CONTAINER HANDLER, AND VEHICLE LOADS SHOWN ON S1.3. <br />11. ALL HARDWARE REQUIRED TO ATTACH ANY OF THE COMPONENTS TO THE CONCRETE SHALL BE DESIGNED AND SUPPLIED BY THE <br />CONTRACTOR. <br />12, SEE SHEET S10.2 FOR REINFORCING DETAILS. <br />13. THE BULLRAIL FILLER FABRICATION AND BULLRAIL FILLER FABRICATION HINGE ASSEMBLY SHALL BE OF THE SAME MATERIAL AND <br />HAVE THE SAME COATING AS THE VAULT LIDS. THE FABRICATION SHALL SMOOTHLY ROTATE SUCH THAT IT CAN ROTATE CLOSED TO <br />FILL THE GAP BETWEEN THE CONCRETE BULLRAIL AND THE STEEL BULLRAIL ON LID. WHEN OPEN IT SHALL REST SECURELY ON <br />THE CONCRETE BULLRAIL WITHOUT DAMAGING THE CONCRETE. THE STEEL BULLRAIL ON LID SHALL BE DESIGNED FOR THE SAME <br />LOADING AS THE LIDS, BUT THE BULLRAIL FILLER FABRICATION SHALL ONLY BE DESIGNED FOR A 300LB POINT LOAD. THE BULLRAIL <br />FILLER FABRICATION SHALL BE MANUALLY OPERATED AND DOES NOT REQUIRE AN ASSIST. <br />14. VAULT LID IDENTIFICATION PLACARDS; ASTM A 276, TYPE 316 STAINLESS STEEL ELECTROPOLISHED. PLACARDS SHALL INCLUDE <br />MODEL NUMBER AND FABRICATOR. LETTERING SHALL BE ACID ETCHED INTO PLATE FOR BLACK LETTERING, SEE S14.10 FOR DETAILS. <br />15. PROVIDE A TAMPER RESISTANT LOCKING BOLT MECHANISM ON THE COVER TO BE OPENED FIRST. INTERLOCK SEQUENTIAL COVERS <br />SUCH THAT THEY MUST BE OPENED IN ORDER. <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />g . <br />r <br />S. STORY <br />DRAWN BY: <br />T. LEMONS <br />APPROVED BY. <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE <br />ACCORDINGLY <br />SCALE: <br />AS SHOWN <br />PORT OF EVERETT <br />DWG. NO. <br />DATE: <br />ATE: 017 <br />SOUTHTERMINAL <br />CIP No. <br />CHECKED BY: <br />ELECTRICAL ®P <br />1- <br />8--001-06 <br />S. KUEBLER <br />POWERSHORE LT <br />PROJECT <br />NO. MT® <br />T-2017-1 1 <br />DETAILS (1 OF 2) <br />SHEET NO. <br />93 OF 176 <br />