Laserfiche WebLink
m C <br />m - <br />< <br />m a <br />m n <br />a< <br />o � <br />v� <br />m <br />3 <br />0 <br />w <br />N <br />N <br />N <br />MATCH EXISTING <br />PREPARED <br />SUBGRADE <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 />18.97' <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 />367564.88 <br />1301291.35 <br />15.32' <br />TOA <br />116 <br />367591.88 <br />1301320.34 <br />16.01' <br />TOA <br />117 <br />367629.41 <br />1301355.70 <br />15.27' <br />TOA <br />118 <br />367609.42 <br />1301355.00 <br />15.27' <br />TOA <br />119 <br />367609.63 <br />1301348.98 <br />15.37' <br />TOA <br />120 <br />367601.92 <br />1301340.71 <br />15.85' <br />TOA <br />121 <br />367591.18 <br />1301340.33 <br />16.01' <br />TOA <br />122 <br />367544.89 <br />1301290.63 <br />15.43' <br />TOA <br />123 <br />367624.01 <br />1301331.86 <br />15.56' <br />TOA <br />124 <br />367560.76 <br />1301328.05 <br />15.83' <br />TOA <br />125 <br />367574.14 <br />1301313.18 <br />15.79' <br />TOA <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY <br />A TEMPORARY ACCESS ROAD 2 (TAA2) <br />D2.01 EXAGGERATION=IH:2V <br />4.75' WIDE BTM. WIDTH <br />LEGEND <br />OHMA 1/2" PG 58H-22 <br />OCRUSHED SURFACING TOP COURSE <br />OCRUSHED SURFACING BASE COURSE <br />4O STRUCTURAL FILL/SUITABLE BASE <br />GRASS SEED MIX 1 PER DOE 2019 <br />5O SWMMWW TABLE V-7.3. <br />GROUNDCOVERS PER TABLE V-7.4. <br />2"THK HMA CLASS <br />2"THK HMA CLASS <br />1/2" PG58H-22 <br />1/2" PG58H-22 <br />4"THK CSTC <br />//x//T///i./�./�./�./�./�./�./i,/��// <br />EXISTING MILLED ASPHALT, <br />GRIND 2" FROM A SMOOTH <br />SURFACE <br />SUITABLE <br />/ <br />EXISTING SUBGRADE <br />BASE <br />PATH ON GRADE <br />PATH ASPHALT OVERLAY <br />SUITABLE <br />BASE <br />TYPICAL TEMPORARY <br />g ASPHALT PATH <br />D2.01 D2.02 SCALE: 1/8"=1'-O" <br />��� D <br />EVER TT <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />® ® ® 324-R-1,k,AvenueE <br />Seattle, Wash g on 98102 <br />P: 206.624.7387 <br />ENGINEERS, INC. www.pndengineees.mm <br />01 <br />QO <br />8/10/22 <br />JBK <br />JBK <br />ADDENDUM 1 <br />ISSUED FOR BID <br />PND R MS, MET INC. Is NOT RESPONSIBLE FOR OPERATION, <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />HE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />AP ROYV L FROM PND. <br />THAT WDRADI CONSTITUTE SAO NOT <br />T TO BE USED <br />DIRECTLY OR INDIRECTLY TO HIND. <br />BRUCF <br />,S� ewasH <br />. ° 'ems <br />~P $ �A <br />- <br />r 3z789 Eo �`° <br />FSAONA�P\AppRoveO <br />8/` <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D2.05 <br />DESIGNED BY- <br />C. WIEST <br />DATE: <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />1 <br />PHASE I <br />ACCESS <br />INTRIM TRAFFIC ACCESS <br />SECTIONS <br />CIP NO. <br />6-8-GG8-G1 <br />DRAWN av: <br />G. DEAN <br />CHECKED av: <br />C. CASTONA <br />PROJECT <br />NO. PD-WP-2022-07 <br />DY <br />SHEET N0. 29 OF 48 <br />ND.TE <br />�7/27/221 <br />By <br />REVISION <br />