Laserfiche WebLink
WATER 6 ��2�� � 4 ��4» <br /> TOP RAIL WATER TOP RAIL <br /> 3/8"� x 1 1/2" <br /> SELF—TAPPING <br /> SCREW, TYP. <br /> TOP OF � o <br /> TOP RAIL I <br /> o � <br /> � � ° � 1/$�� <br /> MIDDLE <br /> I � I � SUPPORT PLATE <br /> I 5 1/2"� x 1"t TOP RAIL � <br /> STEEL <br /> I I MOUNT PLATE . � POST <br /> � <br /> PARTIAL FACE � � SS CAB�E, <br /> I I MACHINED DADO, TYP. `V <br /> i� TYP. <br /> � I �I HSS STEEL o o HORIZONTAL <br /> ;,, I I� PEDESTAL - ° PIPE, TYP. <br /> M <br /> 3/4"� EPDXY ADHESIVE ANCHORD Q a 3/4"� EPDXY ADHESIVE ANCHORD <br /> I II EMBED 3.5" MIN., TYP. �, EMBED 3.5 MIN., TYP. <br /> W <br /> I II PEDESTAL � POST BASE <br /> I I BASE PLATE cn o PLATE <br /> � <br /> I BULKHEAD CAP BULKHEAD CAP <br /> I PROPOSED o PROPOSED <br /> � ESPLANADE 5/16 ESPLANADE <br /> 0 75• <br /> S <br /> M <br /> l� Q U 1 . U Q� a <br /> a � �. Q 4. . <br /> 4 4 �1. a . <br /> a a N� ° � ° . a. <br /> a <br /> FOR PEDESTALS ATTACHED TO � <br /> a EXISTING CONCRETE, ATTACH a . � <br /> ° � WITH 3/4"� EPDXY ADHESIVE � � � . <br /> a . ANCHOR, EMBED 6" MIN. a Q <br /> � a a <br /> c� . <br /> 3 - <br /> o . <br /> co <br /> � 4 a <br /> U a ' 4 �• <br /> � . <br /> tD <br /> � <br /> � Q Q. <br /> � <br /> � . . <br /> � 4 ' 4 � <br /> � a a � <br /> Q <br /> � <br /> Q • Q <br /> . Q <br /> O <br /> O 4 : a : <br /> w <br /> � <br /> / <br /> � <br /> O <br /> m <br /> � <br /> Q <br /> x <br /> `� A SECTION B SECTION <br /> Z <br /> � SCALE: 1 1 2" = 1 '-0" " ' " <br /> W C 1 .15 � C 1 .15 SCALE: 1 1/2 = 1 -0 <br /> _ <br /> N <br /> Li. <br /> / <br /> Z <br /> C� <br /> N <br /> W <br /> � <br /> � <br /> Z <br /> Q <br /> C9 <br /> Z <br /> Z <br /> Z <br /> Q <br /> J <br /> � <br /> U <br /> � <br /> I <br /> � <br /> 0 <br /> �ri <br /> 0 <br /> 0 <br /> / <br /> � <br /> F- <br /> w <br /> � <br /> � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. R E C R D D <br /> �. O RAWIN G <br /> 0 <br /> H- <br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> nJ a PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED C� . � � <br /> o � O� O TT� PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br /> CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESIGNED BY: DATE: W A T E R F R 0 N T P LA C E C E N T R A L <br /> U o � � � 1736 FourthAvenue S.SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. CASTONA JUN. 2016 c�P ►vo. 2-0-045-01, 6-8-001-06, <br /> g d. Seatrle,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF F I S H E R M A N ' S H A R B 0 R <br /> VERE i � P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY �RawN BY: CHECKED BY: 6—8—0 0 1—0 7, 6—5—0 0 1—0 8 <br /> \� � Q1 9/15/18 JBK RECORD DRAIMNG AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN D. McDONALD T. BELSICK PROJECT <br /> i j E N G I N E E R S, 1 N C. www.pndengineers.com <br /> P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NQT TO BE USED G U A R D R A I L S E C T I 0 N S N�• PD—WP-2016-01 <br /> �j EVERETT, WA 98206 �O 6�3 0�1 6 J B K I S S U E D F O R B I D A N D C O N S T R U C T I O N IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT A P P R o v E D B`r: <br /> � Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. A N D D E T A I L S <br /> N0. DATE BY REvisioN SHEET NO. SO.Z OF 195 <br />