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P <br />z <br />w <br />a� <br />ILL <br />° <br />LL <br />0 <br />CD <br />04 <br />V_ <br />Cj <br />E <br />w <br />0 <br />0- <br />C) <br />CIA <br />C) <br />co <br />co <br />C) <br />z <br />66 <br />w <br />z <br />w <br />w <br />z <br />w <br />w <br />UA <br />m <br />n_ <br />FACE OF V1 <br />FRAMING ELEMENT, <br />SEE NOTE 1 <br />MOBILE <br />GRAN <br />VAU LT <br />HAND <br />LATCH, SE <br />CL VAULT, LOCATE PER PLAN <br />PLAN - MOBILE HARBOR CRANE <br />POWER VAULT -LID CLOSED <br />S4.1 —S4.4 1 S 14.8 SCALE- 3/4" = 1 ' ---0" <br />SELF —ENGAGING "`�' <br />OPEN BAR (KICK c <br />TO SAFELY HOLI <br />IN OPEN PO <br />TOP OF <br />CRANE BEAM <br />SECTION <br />S14.8S14.8 SCALE: 1/2" ® 19-099 <br />Seattle, Washington 98101 <br />4 <br />PROJECT NO. 1600120 <br />AC("'IC`iIhi(� (12A3 <br />FOR ONE <br />OPENING <br />A <br />I12/08/17 <br />SK <br />I ISSUED FOR DID AND PERMIT. <br />NO. <br />DATE I <br />BY <br />I REVISION <br />S..-.- <br />1. CONTRACTOR TO DESIGN AND PROVIDE VAULT LIDS AND PERIMETER FRAMING ELEMENTS <br />TO BE FMBEDED IN CONCRETE. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. <br />2. EACH LID SHALL INCORPORATE 316 STAINLESS STEEL NITROGEN GAS SPRINGS, TO <br />ACHIEVE ONE —PERSON LIFT CAPABILITY, WITH A 20 LB. MAXIMUM OPENING FORCE <br />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 2 MM AND A <br />MINIMUM STROKE OF 200 MM. INTERNAL SEALS SHALL BE OF VITON CONSTRUCTION. <br />3. LATCH SHALL DE ACTIVATED BY A RECESSED HANDLE WITH NO ABOVE —GRADE <br />PROTRUSIONS. THE SPRING LOADED HANDLE SHALL RETURN TO CLOSED POSITION <br />AUTOMATICALLY. THE HANDLE SHALL INCORPORATE CONCEALED MOUNTING HARDWARE, <br />FOUR —BOLT INSTALLATION/REPLACEMENT AND BE OF ALL 3136 STAINLESS STEEL <br />CONSTRUCTION. HANDLE SHALL BE NON —LOCKING. <br />4, SEE SHEET S14.9 FOR CONCEPTUAL ISOMETRIC VIEWS OF VAULT LIDS. <br />5. STRUCTURAL SECTIONS AND PLATE SHALL BE ASTM A36 STRUCTURAL STEEL OR <br />GREATER. <br />6. <br />STEEL COVER AND FRAME SHALL BE HOT DIP GALVANIZED. PER ASTM A123 AFTER ALL <br />WELDING BUT PRIOR TO INSTALLING STAINLESS STEEL ELEMENTS. <br />3 <br />7. <br />HINGE SHALL BE HEAVY DUTY ALL 316 STAINLESS STEEL CONSTRUCTION. <br />0 <br />w <br />S. <br />FRAME SHALL HAVE INTEGRAL CONCRETE ANCHORS. PROVIDE A MINIMUM OF TWO <br />ANCHORS FOR EVERY 24" WIDTH OF COVER. <br />LOCKING <br />m <br />SEE NOTE 1 v <br />9. <br />A SELF —ENGAGING HOLD —OPEN BAR (HOES) SHALL BE PROVIDED TO SAFELY HOLD THE <br />COVER IN THE OPEN POSITION AND TO PROTECT AGAINST COVER OVER —TRAVEL WHILE <br />OPENING. <br />10. <br />LIDS AND PERIMETER FRAMING ELEMENTS SHALL BE DESIGNED FOR THE MOST <br />STRINGENT OF THE MOBILE HARBOR CRANE TRAVEL LOADING, CONTAINER HANDLER, AND <br />VEHICLE LOADS SHOWN ON S1.3. <br />11. <br />ALL HARDWARE REQUIRED TO ATTACH ANY OF THE COMPONENTS TO THE CONCRETE <br />SHALL BE DESIGNED AND SUPPLIED BY THE CONTRACTOR, <br />12. <br />SEE SHEET S10.2 FOR REINFORCING DETAILS. <br />FOR REINFORCEMENT <br />NO -I- SHOWN SEE <br />S14,� 510.2 <br />NO. I DATE I BY <br />REVISION <br />j <br />CONTRACTOR DESIGNED <br />MOBILE HARBOR CRANE <br />VAULT LID, SEE NOTE 1 <br />�— ASSISTING GAS <br />SPRING FOR ONE <br />PERSON OPENING <br />F CABLE SLOT <br />/— C RAN E RAIL <br />13. VAULT LID IDENTIFICATION PLACARDS: ASTM A 276, TYPE 316 STAINLESS STEEL <br />ELECTROPOLISHED. PLACARDS SHALL INCLUDE MODEL NUMBER AND FABRICATOR. <br />LETTERING SHALL BE ACID ETCHED INTO PLATE FOR BLACK LETTERING. SEE S14.10 FOR <br />DETAILS. <br />14. PROVIDE A TAMPER RESISTANT LOCKING BOLT MECHANISM ON THE COVER TO BE <br />OPENED FIRST. INTERLOCK SEQUENTIAL COVERS SUCH THAT THEY MUST BE OPENED IN <br />ORDER. <br />2"0 PVC DRAIN PIPE ALL DRAIN <br />PIPE SHALL EXTEND 1" BELOW <br />SOFFIT TO PROVIDE A DRIP <br />EDGE, TYP ALL DRAIN PIPES, <br />� B'� SECTION <br />S14.8 L4.8 SCALE: 1/2" = 1'-0" <br />PROJECT ENGINEER: <br />A. BERGMAN <br />DESIGNED BY: <br />S. STORY <br />DRAWN BY: <br />T. LEMONS <br />APPROVED BY: <br />SCALE: <br />AS SHOWN <br />DATE: <br />12/08/2017 <br />CHECKED BY: <br />S. KUEBLER <br />CIP NO. <br />1 -8-001 —06 <br />PROJECT <br />No. MT—ST-2017-1 1 <br />SHEET NO. 9� OF 176 <br />