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CWL ALIGNMENT <br />IF III <br />SCALE IN FEET <br />20 0 20 40 <br />DI <br />O 6 -O t <br />0 <br />m <br />0 <br />I <br />I <br />SHEET NOTES <br />MINIMUM 3" ANY <br />WARNING SURFACE PER WSDOT F-45.10-03. <br />DIMENSIONS SPLIT <br />0 <br />OTACTILE <br />ALIGN WITH CROSSWALK ACROSS THE STREET. <br />O, <br />O, <br />CEDAR RAILS <br />z <br />w <br />a <br />2O ADA RAMP, SLOPE NOT TO EXCEED 8.3% <br />o <br />6"-8" MINIMUM SPLIT <br />I <br />'v <br />I <br />I <br />I <br />MORTISE CEDAR POSTS <br />a <br />O 4'X4' LANDING, SLOPE NOT TO EXCEED 2% IN ANY DIRECTION. <br />o <br />O4 MATCH EXISTING ASPHALT GRADE <br />I <br />0 <br />SO CROSS SLOPE NOT TO EXCEED 2%. <br />\ <br />6O REMOVE ECOBLOCKLD <br />- —III—III—III—, <br />—III—III= <br />� <br />❑HMA STREET SECTION <br />N <br />II <br />II�•: <br />- <br />—IIIII <br />, <br />III <br />I I I I I I I I �, <br />�,�•: <br />o <br />m <br />o <br />® HMA SIDEWALK SECTIONMAN <br />`�� <br />�`•.. <br />_— <br />=III <br />I`•e <br />`•.. .iil <br />•.. <br />1' 6° <br />III 12" CONCRETE <br />W <br />FOOTING, TYP. 6" GRAVEL <br />DRAIN ROCK <br />0 95% COMPACTED SUBRADE <br />OR UNDISTURBED NATIVE <br />a. <br />SOIL, TYP. <br />m <br />g WOODEN POST FENCE DETAIL <br />NOT TO SCALE <br />N IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />Y <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. NO. <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />BRUCF <br />J. KEISER <br />NOTED <br />D'2.02 <br />DESIGNED BY: <br />DATE: <br />Port <br />S F SN i <br />< ,y" j% <br />o V <br />LD <br />3240EasdakeAvenueE <br />® ® ® Seatde,W.,hmgN,n98102 <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />E <br />$FOP <br />l� <br />C. WIEST <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />CIP N0. <br />6-8—ooa—o, <br />RAWN BY: <br />CHECKED BY <br />EVER <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />PHASE 1 <br />I TT <br />N <br />N <br />P.O. BOX <br />P: 206.624.1387 <br />ENGINEERS, INC. w pnde guess _ <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />, vF 3 0 �� <br />F / srE. <br />sS/ONAL <br />G. DEAN <br />C. CASTONA <br />I N T R I M TRAFFIC ACCESS PLAN <br />PROJECT <br />N0. PD-WP-2022-07 <br />APPROVED BY: <br />o EVERETT, WA 98206 <br />WA <br />0 <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />��V <br />SHEET N0. 26 OF 48 <br />m (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />8/(� <br />No. <br />DATe <br />BY <br />REVISION <br />