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8'x15'GUARD SHACK <br /> 113 HEWITT TERMINAL EX PERSONNEL GATE DUNLAP 0' WITH RESTROOM <br /> (PORT OF EVERETT) EVERETT SHIP REPAIR x � (PORT OF EVERETT) ' <br /> (PORT OF EVERETT) <br /> O AST <br /> EX COMM UTILITY BOX \o ( LIGHT POLE <br /> w BOLLARD, PIP EX EVER SLIDING GATE <br /> REEL EX SLIDE GATE w/32LF OF / Op oa <br /> SECURITY FENCE PER DETAIL 1, TO EVERETT SHIP REPAIR \ xI <br /> SET C6.4. FENCE HEIGHT SHALL MATCH EX FOR EX SECURIP° oP <br /> MATCH EX FENCE HEIGHT STA 3+16.20, LT=22.0' <br /> N65'5348"E 15.8' EX COMM POLE FENCE GATE TO DUNLAP <br /> N61'54'3B"E 5.2' x M �D <br /> MATCH EX EO <br /> ao eo eo eo eo o N42'21'09"W 6.3' STA 5+93.00, T=23.1' 18" U" <br /> x x x x x x x x x x x ___- / <br /> ----*---x-----� - - - - - - - - - - - - - - - - - - - - - <br /> o a <br /> © ® L=16.5' L=26.3' R=29.0'd=52'03'08" <br /> MATCH EX EDP � _ a° <br /> R=99.0' <br /> STA 3+76.41, LT=12.6' CY R=29.0' _ <br /> 4=9'31'38" N01'S9'38"E 525' N01'S9'3�A=814V:O3 <br /> 0' -- <br /> L=11.2' ED O N08'0022W 3p3 ASPH PVMT + Lu d 44204 FEDERAL AVE ROW CENTERLINE <br /> L=7.3' R=5.01"-�i', <br /> R=10.0' ® ,, FEDERAL AVE L=17.6' w a - AT PROPERTY LINE <br /> L=74.8' L=10.2' _ N:361428.58 <br /> d=64'20'10" <br /> R=175.6' p R=10.0' STA 4+14.39, LT=11.4' R=101.0 W w � <br /> d=56'42'41' 3+00 d=58'09'34" 4+00 N01'59'38"E 381.1' A=10'GO'00" 5+00 0 W 6+00 E:1301564.01 <br /> W 6 7+00 N01'59'38"E 153.5' 7+83 <br /> --'-" EX CURB&GUTTER,& MATCH EX EDP O oA x x x <br /> - S tix ----moo CONC SIDEWALK, PIP $ ® - MATCH EX EDP <br /> ,fEl L=B.T ASPH PVMT STA 5+52.25, - <br /> M R=85.3' N0T57'38"E 41,3' �, RT=24.0' op LJ T <br /> oP J oPL=5.1' R�.09 d=58'23'23" ® N60'23'01"E 1.9' oP op q!- '" -a> �° <br /> oP d=5'S2'22" En "L _NO1'59'38"E 620' <br /> P op-op W op OP Jp <br /> L-1 TIo' °P P oP x 6 <br /> / R=114.T PROPERTY LINE/MTCA <br /> EX PP, PIP M 4=5'S8'00" BOUNDARY <br /> EX FH& <br /> AM BOLLARD, PIP Am EX PP& <br /> ( GUY WIRE, PIPI I <br /> ASPHALT RAMP AT <br /> 1V:12H MAX SLOPE SET WIDE GOING MONOLITHIC <br /> CURB&SIDEWALK PER COE 1 <br /> STD PLAN#312 1 <br /> 4FT PERSONNEL GATE, <br /> SEE SET C6.5 DETAIL 1 <br /> ® i PERSONNEL GATE, <br /> EX WAREHOUSE I <br /> ® p El SHT LC PERSONNEL DOOR I ASPHALT RAMP;P[I <br /> EX WAREHOUSE BLDG I1V:12H MAX SL <br /> OM A I EX WAREHOUSE BLDG^ j <br /> I I <br /> n FEDERAL AVE DETAIL SITE PLAN _ <br /> NOTES C2.1 G2.5 <br /> _ Z <br /> 20' 0 20' 4(:' <br /> 1. LANES AND GATES DESIGNED TO ACCOMMODATE A <br /> WB-67 VEHICLE(TRACTOR WITH 53'TRAILER). om <br /> 10' -70, <br /> SCALE: 1"=20' <br /> LEGEND <br /> 9"ASPH PVMT OVER 12"CSBC <br /> CALL 48HOURS <br /> BEFORE YOU DIG <br /> TEMPORARY 2" ASPH PVMT OVER 12" CSBC DIAL 811 <br /> THAT WILL BE PAVED TO THE FULL 9" .10 <br /> DEPTH PVMT IN THE FUTURE <br /> VERT DATUM: NAVD 88 <br /> LLPROPOSED GRAVEL SURFACE CONV TO MLLW = NAVD88+2.03 <br /> HOR7 DATUM: NAD 83/91 Z <br /> PAINTED TRAFFIC FLOW ARROW RECORD DRAWING IF SHEET IS LESS THAN <br /> 4 REDUCE SCALE ACCORDINGLY a <br /> PROJECT ENGINEERSDALE: <br /> RECORD CONDITIONS N. WATSONPORT OF EVERETT 1" = 20' DWG. N0. <br /> ILLUSTRATED IN THESE C2.5 <br /> Port of PLANS REFLECT DESIGNED BY: DATE <br /> INFORMATION J NORTON TERMINAL DEVELOPMENT 0 <br /> E_ E�,�, BECKER 05/07/2021 CIP N0. <br /> V ® 07/05/2023 NW RECORD DRAWING PROVIDED BY THE DRAWN BY: CHECKED BY: & MTCA 3RD INTERIM ACTION 1-8-900-05 0 <br /> 16016th Avenue,Suite 1300 Q 06/21/2021 NW ISSUED FOR BID K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 539 CONTRACTOR.RECORD FEDERAL AVE NO MT-NT-2021-02.2 V <br /> Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY REVIEW APPROVED BY: <br /> EVERETT, WA sa2os CONDITIONS WERE NOTLU <br /> (425) 259-3164 PROJECT <br /> 0 Fax(206)382-0500 VERIFIED BY ENGINEER. DETAIL SITE PLAN <br /> PROJECT NO.1600120 NO. DATE Br REVISION NO. DATE BY REVISION SHEET N0. 27 OF 1 50 <br />