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ROUND CORNER POST CHAIN LINK FABRIC, HOG RING (3)STRANDS OF BARBED WIRE, <br /> POST TOP TOP SELVAGE TENSION EA CONSISTING OF 2 STRAND ROUND NOTES: <br /> TWISTEDEND POST <br /> UNE WIRE W/4 PT BARBS <br /> WIRET� <br /> _ ?e 1.CONSTRUCTION DETAILS AND MATERIALS SHALL <br /> _ _ _ q SIDEWALK^PER PLAN 6" COMPLY WITH WSDOT STANDARD PLAN F-30.10-01 <br />--- ■ a� _■W' �II��I—� �'0J "v FOR CONCRETE REQUIREMENTS. <br /> 11111.11111111111111 ■ 2.0%MAX 2.CONSTRUCTION DETAILS AND MATERIALS SHALL <br /> COMPLY WITH WST STANDARD <br /> I I I — -- FOR SIDEWALK DEDA AND NOTES.LAN F-30.10-01 <br /> 7.1 /SEE CURB FACE <br /> � <br /> = DETAIL <br /> an <br /> 1.66" <br /> o, (15/8")OD RAIL TIE FACE OF CURB <br /> BRACE RAIL SEE CONTRACTION 6" <br /> N �I JOINT <br /> BOTTOM SELVAGE <br /> `s KNUCKLED LINE POST Z <br /> TIE ' ROADWAY <br /> 1/8"TO 1/4" <br /> W> <br /> TURNBUCKLE ADJUSTABLE TENSION 8" 6" O <br /> TENSION BAR TRUSS ROD WIRE <br /> 9 <br /> CURB FACE DETAIL CONTRACTION JOINT <br /> LINE POST CONCRETE BASE----".... <br /> (ROUND) MIN.DEPTH <br /> --.-..- - — IN:42" <br /> to-o°MAX SPACING 2 CONCRETE SIDEWALK - DETAIL <br /> WIDTH C130 SCALE: 1/2"=1'-0" <br /> IN:12" <br /> 1 SECURITY FENCE - DETAIL <br /> C110 SCALE: 1/2"=1'-0" <br /> C130 <br /> C140 CANTILEVER POST <br /> 12'-0"CLEAR OPENING _ <br /> Alb <br /> FINISHED ■ <br /> GRADE I ...=. <br /> ROUND- - I, .-�' <br /> GATEPOST J 0 ' <br /> 4, <br /> `' �.. `,`��I L .�•J( __.._ � a j CANTILEVER WHEEL +.' \� <br /> il <br /> ---.------- la <br /> = \�. �\ ` I % 1 \\ <br /> NE. " �. <br /> SUBGRADE COMPACTED 6"HMA CLASS 1/2"ASPHALT CONCRETE , -- -1 — <br /> s o PER GEOTECHNICAL PAVEMENT PERFORMANCE GRADE 64-22 GRADE v 7 <br /> RECOMMENDATIONS,SEE 2"CRUSHED SURFACING TOP COURSE \\ <br /> W SPECIFICATIONS `--GATE WHEEL <br /> PER WSDOT SECTION 9-03.9(3), <br /> " COMPACT TO 95%MAXIMUM DENSITY - RIVE RAIL <br /> o <br /> i c 6"CRUSHED SURFACING BASE COURSE J <br /> W PER WSDOT SECTION 9-03.9(3), MIN.DEPTH IN:TH42" <br /> o S NOTES: COMPACT TO 95%MAX DENSITY <br /> c 1.PLACE AC IN ACCORDANCE WITH WSDOTAPWA SECTION 5-04. — — <br /> a 5 Y <br /> s .5 2.PROOF ROLL AND REMOVE ANY SOFT SPOTS.REPLACE 1O'-0"MAX SPACING <br /> 9 REMOVED MATERIAL WITH GRAVEL BORROW.CONTRACTOR <br /> " SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION <br /> 1. REQUIREMENTS PRIOR TO PAVING. <br /> ,S= Z C> 4 MANUAL SLIDE GATE - DETAIL <br /> 0 3 `SPHALT ACCESS ROAD - DETAIL C130 SCALE: 1/2"=r-0" <br /> C120 •LE: 1/2"=1'-0" <br /> E ,. C120 <br /> <a a I Deugned <br /> Drawn <br /> D" REPLACEMENT OF RESERVOIR 2 o,aw <br /> o = 14014 °4 `'•e.= EVERETT <br /> iii:E < 02/10/21 CEH PER ADDENDUM NO.2 Ouc4N .y ` CD12 <br /> _ d Iv PUBLIC WORKS CIVIL DETAILS <br /> murra smith etN <br /> 2 r NO. DATE APRVD REVISION Deign°"N"�MLevel V CIVIL DETAILS - 4 <br /> �= PLANSLSSUEDFOR „m J 3200CedarStree[ WORK ORDER UP3658 65 <br /> 9s\':ouearl,„ Everett,WA 98101 <br /> 3 BID CONST RECORD B+s,,pP`i , 425.257.8800 everettwa.gov <br /> . - ACTION DATE APRVD ACTION DATE APRVD ACTION DATE APRVD 126 <br /> — or Total <br />