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TRAIL K <br />- o <br />A <br />tr � n <br />- LOT 3 <br />--- - - `. <br />- _ <br />i <br />LOT 2 <br />-- TRAIL CONNECTION 0 <br />LOT 2 PATH. ADJUST <br />I, <br />�S NEEDED `; <br />'fF_ <br />35 <br />30 .........._.... .........------ <br />RN STA. 191 <br />PM EL=1E <br />25 50' VC <br />n i <br />20 <br />J <br />I <br />15----------- <br />i <br />10 ---------- <br />5 <br />�I�� 1'j2 1212 <br />PIA STA.21i <br />PVI E4=1 <br />--- 50' VC <br />E-EVA71ON N O TRAIT: (YDj <br />' ELEVATION; AT � OF TRAIL (TYP) <br />ri n cD c0 co <br />M <br />u'J ht') In LL7 tfJ In u7 <br />I <br />FPE LEGS THAN 12.' <br />I <br />I <br />LP STA. 23+04.551 <br />_ <br />-E-- ................. <br />. LP'Et <br />..........................................._[_._._....................... <br />- - _..... <br />PVI S'TA, 23+05.21 <br />PV1. EL=11.78 <br />I <br />80' VC <br />I <br />—................ <br />--.._..._._.. <br />IK=17.95 <br />.......... <br />oo <br />[7 <br />4 <br />+ <br />N f0 <br />+M <br />N <br />h; <br />Ih <br />N nj <br />I N <br />fV <br />HJ..—_.......... <br />.......... --._................. ............... -_.__.__.... _........................... <br />....._...: ~ <br />.. J........ <br />... --...... _.. N <br />N W <br />a <br />I i I <br />I N <br />w <br />V <br />1 i <br />5 <br />PA <br />N1 to M M N r M N N N <br />M . N. In N M N — N .^- v -t '4 CV M Mj "i h'7 <br />19+60 20+00 20+40 20+80 21+20 21+60 22+00 22+40 22+80 23+20 23+60 24+00 <br />CONSTRUCTION NOTES: <br />1. NOT USED THIS SHEET. <br />2. RUNOFF FLOW ARROWS ARE NOTED TO DEPICT THE <br />EXISTING OVERLAND DRAINAGE PATTERN AND FOR THE <br />CONTRACTOR TO ENSURE THAT LOW POINTS ARE NOT <br />CREATED WITH CONSTRUCTION OF PROPOSED <br />IMPROVEMENTS. <br />NOT USED ON THIS SHEET. <br />® AREAS OF TRAIL WITH FINISHED GRADE ELEVATIONS 12.7' <br />OR BELOW REQUIRE A DIFFERENT PAVEMENT SECTION <br />WITH ADDITIONAL CSBC AS NOTED IN THE LAYOUT AND <br />PAVING PLANS. <br />35 <br />30 <br />25 <br />20 <br />15 <br />10 <br />5 <br />0 10 20 i0 <br />1 inch = 20 ft. HORZ <br />0 25 5 10 <br />1 inch = 5 ft. VERT <br />PROJECT ENGINEER: SCALE: DWG`. NO. <br />Call 811 PORT OF EVERETT C2 4 <br />lxro • businessdays ,�o G. cis C. BORZIO AS SHOWN � <br />Port of <br />before you ft ��y4 T' 9 DESIGNED BY: DATE <br />RIVERSIDE BUSINESS PARK 3-0-031-01, <br />C. RAPP 03 23 2018 CIP NO. 3-0-022-01, <br />36015th Avenue, Suite 1600 PUBLIC ACCESS TRAIL SEGMENTS C, D,-0-015- 1 <br />]EVNIM 1111g* Seattle, WA 98101 DRAWN BY: CHECKED BY: <br />x06.6xx.sexx sztzo T. DEWITT A. CISNEROS F, J, AND K WITH VIEWPOINTS G AND H PROJECT <br />P.O. BOX 538WA 98206 """h"-k""`°m Q 03.23.18 AGC 100% PERMIT SUBMITTAL °o�" oN � � APPROVED BY: GRADING AND DRAINAGE PLAN AND PROFILE N0' PA—RS-2018-02 <br />EVER(425) 259-3164 PROJECT NO. 1600312 NO. DATE BY REVISION No. DATE BY REVISION TRAILS J & K SHEET NO. 23 of 48 <br />