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0 <br />L <br />TYPICAL TEMPORARY <br />ASPHALT PATH <br />FENCE <br />x <br />POINT SCHEDULE <br />POINT <br />NORTHING <br />EASTING <br />ELEVATION <br />DESCRIPTION <br />101 <br />368336.42 <br />1300644.22 <br />16.02' <br />TOA <br />102 <br />368331.75 <br />1300775.06 <br />18.67' <br />TOA <br />103 <br />368328.92 <br />1300854.08 <br />19.64' <br />TOA <br />104 <br />368326.10 <br />1300933.11 <br />18.69' <br />TOA <br />105 <br />368322.75 <br />1301026.84 <br />17.56' <br />TOA <br />106 <br />368293.32 <br />1301013.85 <br />17.30' <br />BOTTOM OF DITCH <br />107 <br />368299.03 <br />1301018.51 <br />17.30' <br />TOA <br />108 <br />368302.11 <br />1300932.25 <br />18.33' <br />TOA <br />109 <br />368304.96 <br />1300852.51 <br />19.27' <br />TOA <br />110 <br />368307.76 <br />1300774.20 <br />18.19' <br />TOA <br />111 <br />368312.44 <br />1300643.36 <br />15.54' <br />TOA <br />112 <br />368293.53 <br />1301007.95 <br />17.21' 1 <br />BOTTOM OF DITCH <br />113 <br />368299.07 <br />1300853.01 <br />16.10' <br />BOTTOM OF DITCH <br />114 <br />368306.41 <br />1300647.69 <br />14.64' <br />BOTTOM OF DITCH <br />115 <br />367590.87 <br />1301426.85 <br />17.67' <br />TOA <br />116 <br />367613.29 <br />1301428.29 <br />18.84' <br />TOA <br />117 <br />367627.19 <br />1301450.46 <br />19.58' <br />TOA <br />118 <br />367590.15 <br />1301447.11 <br />17.81' <br />TOA <br />119 <br />368343.73 <br />1301027.59 <br />17.72' <br />TOG <br />120 <br />368347.08 <br />1300933.86 <br />18.85' <br />TOG <br />121 <br />368349.91 <br />1300854.83 <br />19.80' <br />TOG <br />122 <br />368352.73 <br />1300775.81 <br />18.83' <br />TOG <br />123 <br />368355.98 <br />1300684.86 <br />16.99' <br />TOG <br />124 <br />368335.00 <br />1300684.11 <br />16.83' <br />TOA <br />�� TEMPORARY ACCESS ROAD 2 (TAA2) <br />"DLO <br />2.01 EXAGGERATION= 1 H:2V <br />2"THK HMA CLASS <br />1•I� <br />I� I� I� I� I� I� I� s <br />L <br />4" THK AASHTO #57 <br />SUITABLE <br />BASE <br />4.75' WIDE BTM. WIDTH <br />2"THK HMA CLASS <br />1/2" PG58H-22 <br />EXISTING MILLED ASPHALT, <br />GRIND 2" FROM A SMOOTH <br />SURFACE <br />TYPICAL TEMPORARY <br />g ASPHALT PATH <br />D2.01 D202 SCALE: NTS <br />TYPICAL GRAVEL <br />C STREET SECTION <br />D2.02 SCALE: NITS <br />TAA 9 RnAnWAY <br />PROJECT ENGINEER: SCALE: <br />4 n 23 JBK RECORD DRAWINGS FED ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY J. KEISER NOTED <br />7 <br />Port of /'/ PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE DESIGNED By oaTB <br />3240-a11.ke Avenue. Q 0/19/ JBK TAA2 PARKING REVISION 2 CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />® ® © WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST JULY 2022 <br />EVERETT S-dv 'wash387-9810z THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />2 0/18/ JBK TEMPORARY ACCESS REV 1 DRAWN BY: CHECKED BY: <br />2: 206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />ENGINEERS, INC.-pndengjnem.com 01 8/10/22 JBK ADDENDUM 1 AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. DEAN C. CASTONA <br />P.O. BOX 538 APPROVAL FROM FIND. DRAWINGS ARE ALSO NOT TO BE USED <br />EVERETT, WA 98206 DO 7/27/22 JBK ISSUED FOR BID IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: <br />(425) 259-3164 DIRECTLY OR INDIRECTLY TO FIND. <br />N0. DATE BY REVISION <br />FA <br />311THK HMA CLAc� <br />1/2" PG58H-: <br />6"THK CS <br />SUITAB <br />BASE <br />LEGEND <br />Oj HMA 1/2" PG 58H-22 <br />02 CRUSHED SURFACING TOP COURSE <br />03 CRUSHED SURFACING BASE COURSE <br />04 STRUCTURAL FILL/SUITABLE BASE <br />GRASS SEED MIX 1 PER DOE 2019 <br />OS SWMMWW TABLE V-7.3. <br />GROUNDCOVERS PER TABLE V-7.4. <br />OLANDSCAPE SLOPE TO BE <br />HYDROSEEDED <br />07 AASHTO #57 <br />PER PLAN <br />TYPICAL PARKING HMA <br />SCALE: NITS <br />RECORD <br />PORT OF EVERETT <br />MILLWRIGHT LOOP ROADS <br />PHASE 1 <br />INTRIM TRAFFIC ACCESS <br />SECTIONS <br />A <br />5% MAX <br />DRAWINGS <br />D2.05 <br />CIP NO. <br />6-8-008-01 <br />PROJECT N0. PD-WP-2022-07 I <br />SHEET No. 29 OF 48 <br />