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f <br /> GHW LINE _ - NOTES <br /> 1. LANES AND GATES DESIGNED TO ACCOMMODATE A <br /> WE-67 VEHICLE(TRACTOR WITH 53'TRAILER). <br /> _ I I <br /> DUNLAP jI <br /> LEGEND <br /> (PORT OF EVERETT) � <br /> 2; ❑ 9"ASPH PVMT OVER 12"CSBC <br /> 2 CONIC GUTTER.TYP <br /> o ❑ TEMPORARY 2'PVMT NOT USID <br /> I <br /> c <br /> TD4 e TD3 <br /> ° PROPOSED GRAVEL SURFACE <br /> 8'x15'GUARD SHACK <br /> WITH RESTROOM 4 O ❑ <br /> LOW-MAST LIGHT g ® FUTURE 10'x20' � PAINTED TRAFFIC FLOW ARROW <br /> 1 CUSTOMS SHACK(NIC) <br /> SEE SHT C7.1 FOR 4 COMM POLE(LP2D) FUTURE P� FUTURE TRUCK SCALE(NIC) <br /> 36'SLIDE TE 10' <br /> ' PAINT STRIPE PLAN\ I ( J SH C6.2) _ STRIPING NORM OF mll <br /> SOUTH GATE(NIC) <br /> 1 I ( --- --------------� i <br /> --------- X —r-------_____—___________ ___----_------__--- <br /> 3 LP5o FEDERAL AVE ROW CENIERUNE <br /> -&L EIMEta umF�.=----------- - - --- --------------------- <br /> �' -- - 1 --� i -ter--------------------- FUTURE PORTABLE TRAFFIC BARRIER,(NIC)- <br /> N:361428.58 <br /> Q� a E:1301554.01 ------------- <br /> _ 7+83 _ __- - o <br /> �� y y �y�y yy yyyyy-yam <br /> o w n 2-12'SWING GATE,(SEE SHEET C62) FUTURE 10'x20' O <br /> A LL _ PROPERTY LINE C SCALE SNACK(NIC) LP6 <br /> D N 27 <br /> SECURITY FENCE -- <br /> I 2 <br /> 8'WIDE MONOLITHIC CURB g )EX CONE <br /> CW PER CITY STD DWG 312 <br /> I <br /> I <br /> EX WAREHOUSE I \ _ <br /> BLDG 3\ ° 5. 6. 9 <br /> I <br /> WAREHOUSE TENANT LEASEHOLD <br /> EX LOADING DOCK: TYP / <br /> EX WAREHOUSE DOOR cz,1C2 z SOUTH GATE DETAIL SITE PLAN 30' 0 30, 60, \ <br /> 15' 45' W ♦ 2-12'SWING GATES I SECURITY FENCE <br /> — — — FLAT SCHEDULE 40 STEEL SCALE: 1"=30' (SEE SHEET��) o C2.2 C6.4 <br /> o CAP WELDED TO THE PIPE <br /> PRIMER AND PAINT WITH TWO \ `` �• POLE �6 <br /> COATS OF"SAFETY YELLOWY LIGHT POLE / <br /> FLAT SCHEDULE <br /> 40 STEEL CAP ��` \ z LP21 <br /> I <br /> 3'-6" SCHEDULE 40 PIPE FUTURE PUB SUBSTATION <br /> WITH— WITH ` <br /> I� WELDED PLATE TOP 10" 61LF CdeG PER COE <br /> '3 I AND FILLED NTH 3000 PSI 1/2"STEEL PLATE, STD DW 307 <br /> COMMERCIAL CONCRETE_ ASTM A36 WELDED TO 2-J/8" ``� <br /> SCHEDULE 40 CAP ( + <br /> �i 2-5/8" o I a' PERSONNEL GATE <br /> I ( cPo' I I MG LOC °SEE RELOCATED <br /> I _ D FOR E L g <br /> -- ( DETAIL <br /> IL 2,SH SIT 51.4 FOR <br /> 1.25"o PICK POINT INSTALLATION DETAILS <br /> 'II III"• NORTH GATE <br /> II III (4)JPHOOPS WITH 1'-3" 2-15'SWING GATES EX C&G Z <br /> LAP EOUALLY SPACED TYP 1/4 (SEE SHEET C6.3) ? MATCH <br /> 2'-6" 1/4 1.25"0 PICK POINT + I EX C&G <br /> II I`p (4)�j4'S EOUALLY SPACED ��_ cl I <br /> I i " ,� EX P` CALL 48 HOURS <br /> 12"SCHEDULE 40 ROP Y LINE x_ `�x 1 1 <br /> PIPE SLEEVE BEFORE YOU DIG <br /> II III.• a 3000 PSI SEE SHEET Lt.0 FOR DIAL 811 <br /> COMMERCIAL CONCRETE LANDSCAPE PLANTING DETAILS ' NORTON qyF <br /> —PLACE 1-1/2"WASHED GRAVEL <br /> DRAIN HOLE IN SLEEVE CAP 6"BELOW SLEEVE BASE VERT DATUM: NAVD 88 <br /> WELD CAP ON 12"PIPE D A 20' 0 20' 40' CONY TO MLLW = NAVD88+2.03 <br /> 2 NORTH GATE DETAIL SITE PLAN HORZ DATUM: NAD 83/91 <br /> 1 REMOVABLE UTILITY PROTECTION BOLLARD � REMOVABLE BOLLARD CAP C21c2z T0' 30' IF SHEET IS LESS THAN 22x34 LU <br /> E4.1 C2.2 NTS (SEE KEYED NOTE10, SHEET E4.1) E4.T C2.2 NTS ( SCALE: 1"=20' REDUCE SCALE ACCORDINGLY Q <br /> PR.WATSONENGINEER; AS PORT OF EVERETT <br /> DWG. N0. C2.2 W <br /> �. N. WN AS SHOWN <br /> Port ofA 12,16=1 JS PRE-FAB BLDG PERMIT SITE PLAN °E c DESIGNED BY DATE N 0 R T 0 N TERMINAL DEVELOPMENT <br /> =A, <br /> ® 12/06/2021 JS ADDEO REMOVABLE BOLLARD DETAIL ,'"= J. BECKER 05/07/2021 p` CIP NO" <br /> Ei E'I"I' ® 12/02/2D21 NW COP004: 2-INCH TO 9-INCH PVMT DRAWN CHECKED B'" & M TCA 3 R D INTERIM ACTION 1-8-900-05 LL <br /> 0 OCX 536 16015th Avenue,Suite 1300 Q 06/21/2021 Nw ISSUED FOR BID � � K. EDWARDS, D. YU N. WATSON PROJECT <br /> Seattle,Washln Washington NORTH AND SOUTH GATE N0. MT-NT-2021-02.2 Z <br /> EVERETT. WA 98206 � ® 05/07/2D21 NW FOR CITY RENEW APPROVED BY: <br /> (425) 259-3164 (206)382-0600 Fax(206)382-0500 DETAIL SITE PLAN V PROJECT NO.1600120 ND, DATE I� REVISION NO DATE BY REVISIOe SHEET NO. 24 OF 150 <br />