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NOTES: <br /> 1. ALL CONCRETE POST BASES SHALL BE 10 INCH <br /> MINIMUM DIAMETER. <br /> 1�' 20' 10' <br /> TWISTED BARBED 2. TENSION WIRE SHALL BE PLACED WITHIN THE FIRST <br /> SELVAGE FULL FABRIC WEAVE. <br /> GATE POST, TYP N 3 1/2" DIA TIE WIRES, TYP N • EXIST CORNER POST 3. DETAILS ARE ILLUSTRATIVE AND SHALL NOT LIMIT <br /> PULL POST (NOM, SCH 40) SPACED (� 14" MAX MATCH FENCE TOP HINGE N 180 HARDWARE DESIGN OR POST SELECTION OF ANY <br /> SELVAGE, TYP SWING, TYP PARTICULAR FENCE TYPE. <br /> X <br /> 4. MATERIALS SHALL MEET THE REQUIREMENTS OF <br /> TENSION WIRE, WSDOT STANDARD SPECIFICATION 9-16. <br /> � TIE WIRES TYP N TIE WIRES TYP N <br /> FABRIC BAND, TYP � TYP � <br /> SPACED (� 14" MAX SPACED � 14" MAX <br /> BRACE RAIL <br /> STRETCHER BAR, TYP BRACE RAIL <br /> TRUSS ROD TRUSS ROD <br /> CONNECT EXISTING FABRIC � <br /> TO NEW PULL POST - X <br /> ... <br /> � � � � <br /> � MATCH FENCE �.., � oO <br /> EXISTING CHAIN LINK � BOTTOM HINGE N 180' .:' � EXISTING CHAIN LINK FENCE '� <br /> `�� ���� FENCE FABRIC. ATTACH � �+� �:�` SELVAGE, TYP ��:� ��. SWING, TYP `�� �.� � FABRIC. ATTACH TO NEW <br /> :�<, �;: TO NEW POSTS. �, ::, �;_ .:.: :: ;�; POSTS. <br /> ��,;... �;, ���. ��;; EXISTING CaNCRETE PAVEMENT ��:, ��;; <br /> .:, .. . .,, .: . <br /> . . . . .�. 'i � � .r. •i . . . � . . . . . . . <br /> � 10" ROUND, TYP <br /> STRETCHER BAR <br /> POST FABRIC <br /> POST AND RAIL SPECIFICATION <br /> PIPE <br /> MEMBER NOMINAL SIZE FABRIC BAND N <br /> (SCH 40) SPACED C� 15" MAX <br /> END, CORNER, OR PULL POST 2 1/2" DIA � <br /> LINE OR BRACE POST 2" DIA <br /> BRACE OR TOP RAIL 1 1/4" DIA <br /> GATE POST 3 1/2" DIA <br /> METHOD OF FASTENING <br /> �, <br /> STRETCHER BAR TO POST <br /> � (SHOWN FOR ROUND POST) <br /> 0 <br /> � <br /> � <br /> � <br /> m <br /> 0 <br /> � <br /> � <br /> � <br /> � <br /> o, <br /> �� <br /> � <br /> 0 <br /> 0 <br /> 0 <br /> Q <br /> U <br /> / <br /> � <br /> > <br /> � <br /> m <br /> O <br /> U <br /> � <br /> F- <br /> U <br /> � <br /> � <br /> LCJ <br /> O <br /> O <br /> � DOUBLE GATE DETAIL � <br /> � <br /> � <br /> � <br /> 0 <br /> � NTS SPA03 <br /> � <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> � <br /> � <br /> N <br /> U <br /> � <br /> O <br /> m DRAWN BY oEs�cNEo BY 1. LEI� �, MCOB PAVEMENT RENOVATION AND REPLACEMENT sHEET <br /> � TLC KJH ,y�U�pF WASkI�G' ��""�`� �-� <br /> o� CHECKED BY APPROVED BY ��'��`` � `'����' � ����� °��� � ��t � 7000/7100 HARDESON ROAD, EVERETT, WASHINGTON <br /> � � LAW RJL ��,��.— � w�-F �� <br /> � X oATE - v�"�� � `` TESC & SITE PREPARATION <br /> � , <br /> � � 3/19/18 ,�� ,� 24089 �� ���,. 16015th Avenue,su��e ssoo 7100 Hardeson Road D ETA I LS <br /> `" � 0 3�19�18 KJH LAW RJL CONFORMED SET �o�,s�'GIST�R �� seatt�e,WA98101 <br /> SroxnL E�' Everett, Washington 98203 38 OF 121 <br /> � � 206.622.5822 <br /> � X N0. DATE BY CHD. APPR. REVISION J 0 B No. : 1600557 www.kpff.com (425) 348-2312 Fax (425) 438-6141 <br /> �s�:��1 <br />