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'OO <br />DUNLAP <br />(PORT OF EVERETT) <br />op - <br />SEE SHT C7.1 FOR <br />PAINT STRIPE PLAN <br />X / xV x <br />I�� — <br />+ <br />3 <br />38' SLIDE AT <br />(SEE SHEE C <br />EX <br />WM, <br />rn <br />rn <br />- 8' WIDE MONOLITHIC CURB & <br />CW PER CITY STD DWG 312 <br />EX WAREHOUSE <br />BLDG <br />EX WAREHOUSE DOOR <br />S-6" <br />4 <br />2'-6'$ <br />NT-TD-04 <br />I� GUARD SHACK ❑ <br />OO . WITH RESTROOM 0 <br />I LOW -MAST LIGHT & <br />COMM POLE (LP20) FUTURE PAINT FUTURE TRUCK SCALE, (NIC) <br />STRIPING NORTH OF <br />SOUTH GATE (NIC) <br />FE <br />- - - - - - - - - - - - - — _ <br />NT-HML- 5 r/]T <br />FEDERAL AVE ROW CENTERLINE <br />---9IPRQPEB1Y1lN�==- ------ - -� <br />N:3614- - - - - Ic---T_------------- <br />E:1301564.01 ___----_--- - ' <br />7+83 _ o <br />x x x-♦ x x x x�—x x x x ) <br />2-12' SWING GATE, (SEE SHEET C6.2) FUTURE 10'x20' <br />PROPERTY LINE SCALE SHACK (NIC) J <br />A <br />SECURITY FENCE <br />17- C2.2 C6.4 <br />4 <br />EX CONC <br />CONC GUTTER, TYP <br />OO <br />NT-TD-03 <br />FUTURE 10'x20' <br />CUSTOMS SHACK (NIC) <br />LL z� j <br />------ -----I --- ----------- - - - - <br />-- <br />_— I <br />T <br />�I FUTURE PORTABLE TRAFFIC BARRIER, (NIC) <br />I= --- -- - - --------------------------------- - - - - -- <br />J� I N HML-06 <br />X. <br />EX CONTAINER STORAGE PAD <br />\ �456� 78 <br />WAREHOUSE TENANT LEASEHOLD <br />EX LOADING DOCK, TYP \ <br />SOUTH GATE HTML SITE PLAN 30' 0 30' 60' <br />C2.1�C2.2 15' 45' <br />��11// SCALE: 1 "=30' <br />FLAT SCHEDULE 40 STEEL <br />CAP WELDED TO THE PIPE <br />PRIMER AND PAINT WITH TWO <br />COATS OF "SAFETY YELLOW" <br />10'$0 SCHEDULE 40 PIPE <br />WITH WELDED PLATE TOP <br />AND FILLED WITH 3000 PSI <br />COMMERCIAL CONCRETE <br />(4) #3 HOOPS WITH 1'-3$$ <br />LAP EQUALLY SPACED <br />(4) #4'S EQUALLY SPACED <br />12$$ SCHEDULE 40 <br />PIPE SLEEVE <br />3000 PSI <br />COMMERCIAL CONCRETE <br />PLACE 1-1/2$$ WASHED GRAVEL <br />6" BELOW SLEEVE BASE <br />FLAT SCHEDULE <br />40 STEEL CAP - <br />NOTES <br />1. LANES AND GATES DESIGNED TO ACCOMMODATE A <br />WB-67 VEHICLE (TRACTOR WITH 53' TRAILER). <br />LEGEND <br />F-1 9° ASPH PVMT OVER 12" CSBC <br />F-1 0 <br />TEMPORARY 2" PVMT NOT USED <br />SUBSTATION <br />PROPOSED GRAVEL SURFACE <br />PAINTED TRAFFIC FLOW ARROW <br />1/2" STEEL PLATE, lw ` \FOR <br />F C&G PER COE <br />ASTM A36 WELDED TO 2-3/8$$ DWG# 307 <br />SCHEDULE 40 CAP NT-CP-07 �� } 4' PERSONNEL GAS 811NCE A <br />2-5/8$$ <br />OO X <br />NEW L O FOR RE'e2 2 C6.4 <br />FLAG POLE,SEE SD1.7 FOR EX LOCI DETAIL 2, SHT S1. <br />,, <br />1/4 1.25$$0 PICK POINT <br />DRAIN HOLE IN SLEEVE CAP 3' <br />WELD CAP ON 12$$ PIPE DIA <br />3 REMOVABLE UTUTY PROTECTION BOLLARD <br />E4.1 C2.2 NTS (SEE KEYED NOTE10, SHEET E4.1) <br />1.25$$0 PICK POINT <br />(4)REMOVABLE BOLLARD CAP <br />C2.2 C2.2 NTS <br />Port oflq3ff 05 07/05/2023 NW RECORD DRAWING <br />® 04/08/2022 NW MARITIME TENANT SITE DEVELOPMENT <br />0 12/06/2021 JB ADDED REMOVABLE BOLLARD DETAIL <br />EVERETT <br />12/02/2021 NW 2—INCH TO 9—INCH PVMT <br />1601 5th Avenue, Suite 1300 1� 06/21/2021 NW ISSUED FOR BID <br />P , BOX 538 Seattle, Washington 98101 <br />EVERETT, <br />RETT, WA 98206 /6\ (206) 382-0600 Fax (206) 382-0500 05/07/2021 NW FOR CITY REVIEW <br />425) 259-3164 PROJECT NO.1600120 NO, DATE BY REVISION <br />NO. DATE BY <br />REVISION <br />x x <br />PROPER=x x x <br />� L <br />SEE SHEET L1.0 FOR <br />LANDSCAPE PLANTING DETAILS <br />C2.1I C2.2 <br />MATCH <br />EX C&G <br />EX Pb <br />NORTH GATE DETAIL SITE PLAN I 0 2D 40 <br />10' 30' <br />SCALE: 1 "=20' <br />PROJECT ENGINEER: <br />SCALE: <br />tECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />'LANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />INFORMATION <br />'ROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />:ONTRACTOR. RECORD <br />:ONDITIONS WERE NOT <br />APPROVED BY: <br />/ERIFIED BY ENGINEER. <br />EX C&G <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />NORTH AND SOUTH GATE <br />DETAIL SITE PLAN <br />_ Z <br />CA1L48HOURS <br />BEFORE YOU DIG <br />DIAL 81 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG. N0. C2.2 I <br />cIP No. <br />1-8-900-05 <br />PROJECT <br />No. MT-NT-2021 -02.2 <br />SHEET NO. 24 OF 150 <br />