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® HEWITT TERMINAL <br />(PORT OF EVERETT) <br />EX COMM UTILITY BOX <br />O REPL SLIDE GATE w/32LF OF w/BOLLARD, PIP <br />SECURITY FENCE PER DETAIL 1, <br />SHT C6.4. FENCE HEIGHT SHALL <br />MATCH EX FENCE HEIGHT <br />L' <br />L=74.8' <br />R=175.6' <br />A=56'42'41 " <br />)) <br />EX CURB & GUTTER, & <br />CONC SIDEWALK, PIP <br />op _ <br />A <br />NOTES <br />1. LANES AND GATES DESIGNED TO ACCOMMODATE A <br />WB-67 VEHICLE (TRACTOR WITH 53' TRAILER). <br />LEGEND <br />L=11.2' <br />R=10.0' <br />A=64'20'10" - <br />3+00 <br />op <br />m <br />A <br />X <br />X <br />X <br />X <br />X EVERETT SHIP REPAIR <br />X (PORT OF EVERETT) <br />MATCH EX EOP X <br />STA 3+16.20, LT=22.0' EX COMM POLE <br />N65'53'48"E 15.8' <br />N61'54'38"E 5.2' x OD <br />d0 do do d0 do <br />r MATCH EX EDP L=16.5' <br />STA 3+76.41, LT=12.6' R=99.0' <br />/ A=9'31'38" <br />0 / <br />_ -f <br />FEDERAL AVE L=10.2' <br />R=10.0' STA 4+14.39, LT-11.4' <br />A=58'09'34" 4+00 N01'59'38"E 381.1 <br />I MATCH EX EOP - <br />$ ®♦ <br />L=8.7' <br />f� R=85.3' <br />A=5'52'22" <br />P op op op op oP <br />m <br />A <br />A <br />U <br />EX SECURITY <br />EX PERSONNEL GATE <br />EX 35LF SLIDING GATE <br />TO EVERETT SHIP REPAIR <br />FENCE <br />do <br />do <br />N42'21'09XW 6.3' <br />x <br />Xo x <br />x <br />M EX GVL <br />N01'59'38"E 52.5' <br />ASPH PVMT <br />H <br />(9 <br />w <br />I -17.6' <br />w <br />a_ <br />R=101.0 <br />A=10'00'00" 5+00 (9 <br />w <br />X- - <br />X- <br />- L=22.4' <br />R=29.0' <br />A=44'20'47" <br />X <br />X <br />X <br />X <br />X <br />X <br />XI <br />0 <br />v <br />DUNLAP <br />X (PORT OF EVERETT) <br />x <br />Oop <br />EX 30 LF SLIDING \°p <br />x GATE TO DUNLAP <br />MATCH EE00 <br />+93.0,� <br />-23.1'�4A 5 LT ®° <br />X X X X X <br />L=26.3' R=29.0' A=52'03'08" <br />N01'59'38"E 39.0' <br />L=7.3' R=5.0' A=84703'01" :, <br />+00 <br />0 o �. <br />MATCH EX EOP 0 <br />ASPH PVMT STA 5+52.25, <br />N07'57'38"E 41.3'RT=24.0' 90 <br />7' <br />EX GVL tNO1*59'38"E 62.0' -°PL=11�°P oPoPL=OQPA=58'23'23° oP -q -oP o op <br />R=114.7 N60'23'01"E 1.9' x <br />A=5'587 °p <br />T <br />EX FH & I <br />A A BOLLARD, PIP A EX PP & I <br />GUY WIRE, PIPI <br />ASPHALT RAMP AT <br />1V:12H MAX SLOPE <br />FENCE & 4FT I <br />PERSONNEL GATE, <br />® I SEE SHT C6.2 I <br />X a L�UJ <br />I <br />A <br />FEDERAL AVE HTML SITE PLAN <br />C2.11 C2.5 <br />7+00 <br />18" <br />L 8FT WIDE CONIC MONOLITHIC <br />CURB & SIDEWALK PER COE <br />STD PLAN #312 <br />4FT PERSONNEL GATE, <br />SEE SHT C6.5 DETAIL 1 <br />EX WAREHOUSE <br />PERSONNEL DOOR <br />EX WAREHOUSE BLDG <br />EX WAREHOUSE BLDG <br />9 <br />8'x15' GUARD SHACK <br />WITH RESTROOM <br />30' LOW -MAST <br />LIGHT POLE <br />0 <br />FEDERAL AVE ROW CENTERLINE <br />AT PROPERTY LINE <br />N: 361428.58 <br />,/�� E:1301564.01 <br />7+83 <br />PROPERTY LINE/MTCA <br />BOUNDARY <br />I <br />I <br />I <br />I <br />r ASPHALT RAMP A <br />1V:12H MAX SLOPE <br />I <br />I <br />I <br />I <br />• • • 4• <br />• • <br />SCALE:• <br />F-1 9„ ASPH PVMT OVER 12" CSBC <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />F-1 <br />TEMPORARY 2" ASPH PVMT OVER 12" CSBC DIAL 811 <br />THAT WILL BE PAVED TO THE FULL 9" <br />DEPTH PVMT IN THE FUTURE <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />PROPOSED GRAVEL SURFACE HORZ DATUM: NAD 83/91 <br />PAINTED TRAFFIC FLOW ARROW IF SHEET IS LESS THAN RECORD DRAWING REDUCE SCALE ACCORDINGLY 4 <br />PROJECT W ENGINEER SCALE PORT OF EVERETT <br />RECORD CONDITIONS � DWG. NO. <br />N. WATSON 1 = 20 C2m5 <br />Port of ILANSREFLECTATED IN THESE NORTON TERMINAL DEVELOPMENT <br />PLANS REFLECT DESIGNED BY: DATE: <br />INFORMATION J. BECKER 05/07/2021 CIP NO. <br />EVERETT & MTCA 3RD INTERIM ACTION 1-8-900-05 <br />/ / PROVIDED BY THE DRAWN BY: CHECKED BY: 2 07 05 2023 NW RECORD DRAWING <br />1601 5th Avenue, Suite 1300 os 21 021 NW ssuES FOR eI5 K. EDWARDS, D. YU N. WATSON PROJECT <br />/ / CONTRACTOR. RECORD FEDERAL AVE NO MT-NT-2021-02.2 <br />P 0 BOX 538 Seattle, Washington 98101 � 05/07/2021 NW FOR CITY REVIEW APPROVED BY: <br />EVERETT, WA 98206 CONDITIONS WERE NOT <br />(425) 259-3I 64 (206) 382-0600 Fax (206) 382-0500 VERIFIED BY ENGINEER. DETAIL SITE PLAN <br />PROJECT NO. 1600120 NO, DATE BY REVISION NO, DATE BY REVISION SHEET N0. 27 OF 150 <br />Z <br />