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� <br /> , ��„�.� �������� � � � � � /l� � � � � � � o . <br /> POST RAi�I�1G . . � . <br /> � ; �U�u�S��Vz��� o�� E � 1 . ALL DIMENSIONS AND MEASUREMENTS MUST BE ��IELD VERIFIED <br /> � �����E �R�Sxo� BY CONTRACTOR BEF�ORE STEEL �ABRICATION/FEI�CE � <br /> �r����c�✓cr���5 <br /> � ��pf;��;��,�� CONSTRUCTION. <br /> � �,�-��� <br /> . . . . . . . . . . _ . . .I . . A PUBt1C +tpRXS�f'ERhiIT I� . . <br /> H£auTA�° "t`°� �r° n��n�� 2. PROTECTIVE �ENCING IS DESIG�IED ACCORDIf�G TO THE 1989 ' <br /> l. 5�1�lER <br /> ANY (.9tdS-fRUCflO�i ON THT3 � <br /> � � � ' � � PRO)F�'f. \YPROY�i. fUA 7t�=, AAS HTO STAN DAR D S P EC I FI CATI O N S FO R STR U CTU RAL S U P PO RTS <br /> / � I s�.rt»�c-r ts or:arr�oraas. p�� <br /> 2, i 2,� 30� r , , <br /> TFZAF�iC r_t�;tr+�r+ J t+'4 r.�`����ju��EfS^ <br /> /� � � ./"'"� Yz�- �i� ru:�i-;ttUtf'r����H,� FaR HIGHWAY SIGNS, L.UMINARIES AND TRAF�IC SIGNA�S. THE <br /> ' CYTY�CPe iVEEFt BEEM S�SUEU. <br /> � o . � ( BASIC WIND SPEED FOR DESIG�J IS 100 MILES PER HOUR. <br /> o � <br /> � --- -�� 3. ALL FENCE POSTS SHAL� BE iNSTALLED PLU�MB IN <br /> 15° 2' -6" I T ANSVERSE _ <br /> 45° ' THE LONGITUDINAL DIRECTION AND PLUMB IN THE R <br /> °a + _ f z� DIRECTION. <br /> � SADD�E BRACKET <br /> � 4. ALL CNAINLINK FABRIC SHA�� BE 9 GRADE TYPE T, GALVANIZED ' <br /> , ;, � , STEE� WIRE CONFORMING TO ASTM A392. <br /> 6 -8 <br /> � 5. CHAIf� �INK FABRIC SHA�L BE STRETCHED AND FASTENED TO . <br /> ( POSTS AT 1 ' -3" MAXIMUM ON CENTER TO FENCE POSTS AND AT <br /> � - - ; � 2' -0" MAXIM�JM ON CENTER TO BRACE RAI�S, USING 9 GA <br /> �� �� ` GA�VANIZED TIE WIRE CONFORMING TO AASHTO M279 . � <br /> � � t <br /> -fi—T_ � <br /> ( _=� �__ - - - - � � C - - - - 6. STEE� PIPE FOR THE FENCE POSTS SHALL CONFORM T� /�STM , <br /> � � ! - SADDLE BRACKET <br /> � A53 GRAQE B. ALL OTHER MATERIAL FOR CNAIN L1NK FENCE <br /> `�. � _ _ J �� ON TOP QF CONC 1 ' <br /> BARRIER I (�ABRIC, PIPES, AND HARDWARE) SHAL� CONFORM TO <br /> ' ' AASHT� M181 , UNLESS NOTED OTHERWISE. <br /> I . <br /> ' �. AL� STEE� PLATES AND SHAPES SNALL CON�ORM T0 ASTM <br /> � � � � � � � � � �' � � � � � � � � �� A36. A�L BO�TS SHAL� CONFORM TO ASTM A325. <br /> � � � � � � � � � � � � � � � � � � � � � � � � � � � <br /> � SCA�E: 1 /2" = 1 '=�" � SCA�E: 3" = 1 ' -0" 8. ALL STEE� MATERIALS SHAL� BE NOT-DIP GALVANIZED <br /> AFTER FABRICATI�N PER ASTM A123. STEE� HARDWARE SHALL BE <br /> HOT- DIPPED PER ASTM A153 <br /> 1 Q' -Q" MAX POST SPACING 9. CHA�N �INI� F�ABRIC TO BE WITHIN .��-." 0� CONCRETE SUR�ACE <br /> I „ WHERE APPLICABLE. KNUCKLE SELVAGE AT TOP AND BOTTOM �� � <br /> � � 1 1 /4 DIA STD STL PIPE FENCE. <br /> END POST - � -_ BRACE, TYP 4 P�ACES <br /> � � � - 1 �. PROVIQE O�IE STETCNER BAR AT THE BEGI�JNING AND END OF <br /> � � � <br /> STRETCHER BAR � � , � � �� -- - _ �- � - EACH RUN . EACH RUN SHALL HAVE NO MORE THAN TW0 FABRIC <br /> 3/ 16x3/4 r � 3" DIA STD STL PIPE POST, � <br /> SPLICES PER RUN SPACED AT 50 FEET. <br /> � i � TY P <br /> ` 11 . FEf�CE GROUNDING SYS�EM SNA�� QE AS SHOWN ON SHEET 6. <br /> � �' <br /> � � -- - - - - : <br /> STRETCHER BAR -- 12. O�IE 10' SECTION OF FENCE WITHIN SEGMENT 3 SHA�L BE <br /> BA(�DS AT T Y P _ - _ 2" M E S H, 9 G A C H A i�I CONS T R U C T E D O F 1 0 0� N O N-C O N D U C T I V E M A T E R I A L S. <br /> 6' �8" NTS � , _3» MAX - �'~ � - � LINK F�ENCE <br /> � _ � BRACE AT E�1DS - � // <br /> \ -- - _ � � � � � V � �� � � � � � <br /> , -�- � - z ATB ASPHALT TREATED BASE MH MANHO�E <br /> BP BRIDGE - PEDESTRIAN MAX MAXIMUM <br /> _ � -- - � . � CB CATCH BASIN MIN ��11N1MUM <br /> ��---�.---r-�---n---�� _ � CENTERLINE NOM . NOMINAL � <br /> i � � �� �� �� �� - i <br /> � � �� �� �� �� - . CONC CONCRETE No. NUMBER <br /> ii ii ii ii ti ; ` <br /> ii i � ii � � i � - — <br /> �� � � � � � � �� _ DIA DIAMETER f� PLATE <br /> TOP OF CONC 2" �� � � �� � � �� _ . <br /> �� �� � �� �� GROUNDING PER DET. DETAIL QTY. QUANTITY <br /> BARRIER - " " " " " SHEET 6 DWG DRAWING RR RAI�ROAD <br /> 0 0 o a -- _ - -- -- o o EA EAC H STD STAN DAR D , <br /> EXST EXISTING SD ST�RMDRAIN <br /> � FT FEET STL STEEL <br /> EXISTING BP RAILING TO BE INT INTERIOR TYP TYPICAL <br /> DEMOLISHED, TYP LG LONG <br /> GA GAUGE <br /> � �� � � � d� � � � � � � � � � � �� � � � GA�V GALVANIZED � <br /> SCAL�: 1 2" = 1 ' -�" � LG LONG IF SHEET IS LESS TNA�I 22x34 <br /> � � REDUCE SCALES ACCORDI�IGLY <br /> PROJECT ENGINEER: SCALE: ��RT O F ���R�TT DWG. N0. <br /> ,� �LE.t�p�, J LEKOTKA AS SHOWN � <br /> � °� ��� � I � E � S9 � E � � � � � � � � � d� R �\ CIP N0. <br /> �� ESIGNED BY: DATE: <br /> �r o �� ' J. KLEKOTKA 03/1 1 /201 6 <br /> �2 5/24/17 EDG REVISED FOR VALUE ENGINEERING �' 3-0-015-01 <br /> - DRAWN BY: CHECKED BY: R � � � � T � �T � � E � E � � � <br /> '�ER�TT o 2/13/17 EDG REVISED FOR RE-BID & CONSTRUCTION � 26 32� E. GRONEWALD G. DAWSEY PRo�rECT <br /> � Grs�r� 1� � E � � � � � � � � S� No. PD—RS-2016-06 <br /> - P.O. BOX 538 SIONAL � <br /> EVERETT, wa 98206 0 6/02/16 EDG ISSUED FOR B1D & CON�TRUCTION APPRo <br /> (425) 259-3164 N0. DATE BY REVISfON N0. DATE BY REVISION� ����� • � � �� � �� SHEET N0. 2 OF 6 <br />