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/ DOME CONCRETE TOP <br /> CI SMOOTH CUT <br /> / EDGES OF PIPE <br /> f <br /> TREATMENT SYSTEM CONTAINER / O <br /> PRIMER AND PAINT <br /> ® WITH TWO COATS OF <br /> LONG CURB&GUTTER "SAFETY YELLOW" <br /> NT-SDMH-12,TYPE II,48"DIA, / ON WEST SIDE PER COE <br /> (SPILL CONTAINMENT AND VACTOR SUMP) SIGN READING: "RESTRICTED AREA" STD DWG 307,TYPE A-1 NT-HML-04 <br /> ABOVE GRADE BAKER TANK,TYP 12" SCHEDULE 40 STEEL <br /> AUTHORIZED PERSONNEL ONLY(FACING WEST) <br /> z_ PIPE FILLED WITH 2500 PSI <br /> NT-CB-22 o COMMERCIAL CONCRETE <br /> CB10(TYPE I,COLLECTION SUMP) - z <br /> 0 <br /> x—x—x—x—x—x x—x —x—x x x x—x—x—x—x—x—x—x m � SLOPE CONCRETE <br /> x N:362794.45 x <br /> N: 362653.54 SIGN READING: I EX ASPHALT <br /> E: 1301326.76 HAZARDOUS E: 1301331.66 <br /> GATE VALVE AND CARGO AREA#4 NO I YARD HYDRANT FINISH GRADE <br /> VALVE BOX i <br /> 14 SMOKING(FACING EAST) C2.3 C5.20 WITH BOLLARD <br /> PROTECTION. <br /> NT-CB-22, FACE HYDRANT NOZZLE <br /> 6'HIGH CLF ON NORTH, N-CB-10, SEE SUIT C4.11 I PARALLEL TO FENCE. <br /> SOUTH&WEST SIDES x S1 E SHT C4.11 2.5' x <br /> OF CONTAINMENT AREA ❑ Y s <br /> �/ � 3000 PSI <br /> NT-CB-11 jVA �;•; COMMERCIAL <br /> SIGN READING: x x o CONCRETE <br /> "RESTRICTED AREA" 2' VA <br /> AUTHORIZED <br /> PERSONNEL ONLY r' <br /> (FACING SOUTH) 2 " 24.5 ' 3"WIDE WHITE 24.5' x 2' "RESTRICTED AREA" <br /> TY \ <br /> PAINT STRIPE,TYP AUTHORIZED PERSONNEL ONLY �- <br /> P2 P2 (FACING NORTH) : EX SUBGRADE <br /> SIGN READING 717C <br /> x—x—x—x—x—x—x x— —x=x=x=x=x—x=x=x=K=x — x=x 0— <br /> HAZARDOUS <br /> HAZARDOUS <br /> CARGO AREA#4 CARGO AREA#4 <br /> 41'x141'ASPH NO SMOKING <br /> NO SMOKING RIDGE LINE <br /> CONTAINMENT CELL PAD (FACING NORTH) <br /> (FACING SOUTH)J REMOVABLE 6' HIGH CLF RIDGE LIN <br /> SECURE WINDSOCK TO H GONG CURB ON ON EAST SIDE OF P1 76 SECURE WINDSOCK TO <br /> PERMANENT NORTH AND SOUTH SIDES CONTAINMENT AREA FOR ACCESS TOP OF PERMANENT <br /> TOP OF <br /> SECTION PE FENCE PER COE STD DWG 309, SECTION OF FENCE <br /> TYPE E-4 <br /> Immilill Z <br /> M CARGO CONTAINER CONTAINMENT AREA DETAIL 1o' o 10' 20' 1 DETAIL — FIXED UTILITY PROTECTION BOLLARD <br /> C2.1 C2.3 SCALE: 1" = 10' 5 15' C6.2, C6.3 C2.3 SCALE: NTS <br /> B SCALE: 1"=10' NOTES <br /> SECURELY MOUNT SIGNAGE <br /> 1. GROUPS OF BOLLARDS THAT PROTECT A COMMON <br /> "RESTRICTED AREA" NEAR TOP OF SECURITY FENCE STRUCTURE SHALL BE CUT AT THE SAME TOP ELEVATION <br /> WINDSOCK,TYP, AUTHORIZED IN 3 AREAS AS INDICATED ON SUCH THAT THE SHORTEST BOLLARD HAS A MINIMUM <br /> PERSONNEL ONLY DETAIL P1,THIS SHT <br /> 2 TOTAL HEIGHT OF 6'. SIMILARLY, GROUP OF BOLLARDS THAT <br /> secuRE w1NDsocK TO TOP of (FACING WEST) ARE WITHIN 20-FEET OF EACH OTHER SHALL ALL BE <br /> PERMANENT SECTION OF FENCE <br /> i CUT AT THE SAME TOP ELEVATION SUCH THAT THE <br /> ------- f- 4 SHORTEST BOLLARD HAS A MINIMUM HEIGHT OF 6'. <br /> -- ----- LEGEND <br /> ESTRICTE AREA xx LOCATION AND DIRECTION PF PHOTO <br /> SECTION H NOT USED AUTHORIZED HAZARDOUS <br /> PERSONNEL ONLY <br /> CARGO AREA #4 <br /> "RESTRICTED AREA" u/ <br /> AUTHORIZED NO SMOKING <br /> PERSONNEL ONLY <br /> (FACING SOUTH) -- <br /> HAZARDOUS <br /> HAZARDOUS CARGO AREA#4 -` <br /> CARGO AREA#4 NO SMOKING _ APPROX SIGN <br /> CALL <br /> SMOKING (FACING EAST) DIMENSIONS = 18"X20" APPROX SIGN <br /> (F /� <br /> .(FACING_SOUTH) �/DIMENSIONS = 24"X30" BEFORE YOU DIG <br /> DIAL 811 <br /> VERT DATUM: NAVD 88 <br /> H SECTION — NORTH PROPERTY LIMIT P1 CARGO CONTAINER CONTAINMENT AREA P2 CONTAINMENT AREA SIGNAGE CONV TO MLLW = NAVD88+2.03 z <br /> C2.1, C3.7 C23 SCALE: 1" = 2' C23 C23 (LOOKING WEST) C23 C23 HORZ DATUM: NAD 83/91 <br /> (LOOKING NORTH AND SOUTH) <br /> IF SHEET IS THAN <br /> RECORD DRAWING REDUCE SCALELESS ACCORDINGLY 22x.34 a <br /> PROJECT ENGINEER: SALE: PORT OF EVERETT DWG. N° C2 3 <br /> RECORD CONDITIONS N. WATSON AS SHOWN Q <br /> PLANS REFLECT <br /> Port of ILLUSTRATED IN THESE <br /> DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT <br /> 6 D7/05/2023 NW RECORD T INFORMATION p' tip <br /> ff 8 4/08/2022 NW MARITIME TENANTENANT PROVIDED BY THE J. BECKER 05/07/2021 CIP NO.SITE DEVELOPMENT DRAWN BY: CHECKED BY: $C MTCA 3RD INTERIM ACTION 1-8—goo—o5 O <br /> EVERETT <br /> 16016th Avenue,Suite 130 K. EDWARDS, D. YU N. WATSON PROJECT <br /> 0 10 06/21/2021 Nw ISSUED FOR BID CONTRACTOR.RECORD SITE PLAN DETAILS NO. MT-NT-2021-02.2 V <br /> P.O. <br /> Box 538 Seattle,Washington98101 <br /> EVERETT,9-3164 WA 98206 ® 05/07/2021 NW FOR CITY REVIEW CONDITIONS WERE NOT APPROVED BY: W <br /> (206) Fax(206)382-0500 (� O r 2) <br /> (425) 25 PROJECTCT NO.NO.1 VERIFIED BY ENGINEER.600120 No. DATE BY REv1s1oN No. DATE BY REVISION SHEET N0. 25 OF 150 <br />