Laserfiche WebLink
— — WSL ALIGNMENT <br />SEE DWG G1.04 <br />\ I <br />MSL ALIGNMENT <br />SEE DWG 31.04 <br />0 <br />0 <br />7+00 +- <br />SURCHARGE FILL DO NOT ENTER SIGN <br />PILE, SEE D4 SERIES PER MUTCD R5-1 <br />SHEETS <br />0 <br />4 �p d up dp dp d <br />-6�poo°°0000DoocDo°4 °o° <br />A�O <br />000400 ocpopoo TYPE 2 DE ° <br />BARRICADE <br />°o o <br />• , <br />"DO NOT ENTER" <br />_ C6�'opDp000po°D000D000�°cDo°do°o a a o <br />doodoodoo��oo�a�� <br />MUTCD: R5-1 I� <br />00 000 0o <br />0 0 / <br />Qo�,000a ooQoQQ0000 o�op000 000 opcoo oOo \ <br />+ SIGN PER COE STANDARD ` <br />DRAWING 716 + <br />goo ° dodo°ao°o aoo oo° ocMATCH EXISTING GRADES X� o <br />o <br />00 00 00 <br />o + <br />++ 1 <br />00 00 <br />0 o c o0 00 opcQoo AND PAVEMENT' A <br />°oY, ILI o��°do�p��po"o° / oo <br />� <br />� �. i + + <br />t <br />0 <br />/ oO> ECOBLOCKKPAINT WITH+ <br />0o YELLLECTIVE OW REFPAINT j <br />- 8+60- MILLWRIGHT _ <br />oADD ARROW IN_WHITE <br />\\-LOOP SOUTH 116 <br />POINTING NORTH <br />p <br />° <br />I o0 ocD c o o 0� 0 0p00 <br />C S' <br />00 0 o c oa o op o�Q o�p�oo opoo�o�° <br />oQ°o Qo 0 0115> <br />-- , <br />— — <br />--- ---------------------------------------- <br />z <br />F, <br />3- <br />0 <br />0 <br />Y <br />3 <br />0 <br />�d <br />20 <br />❑A <br />0 20 40 <br />V Q Q <br />EXISTING GRADE <br />� I �C� TEMPORARY ACCESS ROAD 3 <br />0 <br />LLULNU <br />Oj <br />HMA 1/2" PG 58H-22 <br />O2 <br />CRUSHED SURFACING TOP COURSE <br />O3 <br />CRUSHED SURFACING BASE COURSE <br />OSTRUCTURAL <br />FILL/SUITABLE <br />BASE <br />EXISTING <br />NDSCAPE 0 <br />OBLOCK <br />a <br />n <br />RECORD DRAWINGS <br />5 IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />N <br />PROJECT ENGINEER: <br />SCALE <br />PORT OF EVERETT <br />DWG. NO. <br />I <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />J. KEISER <br />NOTED <br />D2.03 <br />PortO� <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />DESIGNED BY: <br />DATE: <br />MILLWRIGHT LOOP ROADS <br />CIP NO. <br />6-8-008-01 <br />3240 Easdzke ��ea�e E <br />® ® © Se dv , W.sh�,g-98102 <br />0 <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />C. WEST <br />DULY 2022 <br />DRAWN BY <br />CHECKED BY <br />I <br />EVERETTENGINEERS <br />2: 206.624.1387 <br />7/7/23 <br />JBK <br />RECORD DRAWINGS <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />PHASE <br />PROJECT <br />NO. PD-WP-2022-07 <br />ti P.O. BOX 538 <br />ENGINEERS, INC. _.pnde gjnee[s _ <br />1 <br />10/18/22 <br />JBK <br />TEMPORARY ACCESS REV 1 <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />G. DEAN <br />C. CASTONA <br />I N T R I M TRAFFIC ACCESS PLAN <br />APPROVED BY: <br />EVERETT, WA 98206 <br />DO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />N0. <br />DATE <br />BY <br />REVISION <br />SHEET NO. 27 OF 48 <br />(425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />