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RIPRAP <br />,'EG 352.26 <br />EG 354.49 <br />®9IEF-2.23 <br />DHA 3019-2 <br />REBAR/CONTROL CAP <br />N 345152.320 <br />E 1286137.557 <br />EL 368,75' <br />co <br />I 3¢ <br />l RIPRAP 0 <br />STS <br />®`�� m .�,.em EE 340.36 i� °'�' " ® � ``� �� DHA 3019-106 <br />EG 369.45 °EE 338.94 �EE 336.66� E� 3�26 /O �/� �/ /✓ / �/ / \ Gi / REBAR/CONTROL CAP <br />DIFF 0.011 // //' \ . <br />�5 <br />I Jul <br />E, <br />--- — <br />SYM REVISION <br />0 -- BOEING EVERETT SITE STORMWATER UPGRADE <br />s <br />Ld <br />0 <br />V) <br />M <br />m <br />ENHANCED Mtoin FILTER cRr,oiNc PLAN <br />ACCEPTABILITY LMW /KLK <br />THIS DESIGN AND/OR CHECKED <br />SPECIFICATION IS APPROVED PBEF <br />APPROVED BY DEPT. DATE <br />IFC SUBMITTAL <br />MARCH 5,2021 <br />Alt SUBTITLE <br />03.05.21 <br />03.05.21 <br />TITLE <br />03.05.21 <br />03.05.21 <br />CIVIL <br />LEGEND <br />0 <br />MANHOLE <br />® <br />STORM VAULT (SIZE VARIES) <br />O <br />DRAIN BASIN <br />PLUG VALVE <br />Q <br />PIPE FITTING (SIZE/TYPE VARIES) <br />® <br />EMF UNDERDRAIN <br />EMF DISTRIBUTION <br />STORM CONVEYANCE <br />GENERAL NOTES <br />1. SEE GENERAL NOTES ON SHEET C2D-1. <br />2. SEE SHEETS C546-20 TO C546-22 FOR SECTIONAL VIEWS <br />AND ADDITIONAL INFORMATION ON PEAT AND MEDIA REMOVAL <br />DEPTHS <br />1 - D- s , <br />40-YD-C150 GRADING PLAN <br />�O-YD-C220 PAVING PLAN <br />40-YD-C221 PARKING AND PAVEMENT MARKINGS PLAN <br />40-YD-C290 <br />SANITARY <br />SEWER <br />- i, STORM <br />DRAINAGE 4V <br />40 s <br />SCALE-__0 - <br />Kennedy/Jenks Consultant <br />DCD 32001 32nd Avenue South, Suite 10, <br />Federal Way, WA 9800 <br />KLK Ph. 253-835-6401 <br />Fax 263®962m343 <br />CURRENT REVISION SYMBOL DATE <br />25065486 ®® 03.05.21 <br />SHEET SEQUENCE NO. <br />DOING EVERETI SITE ST®RMWATER UPGRADE C546-3 <br />40-YD 25065486 <br />EV€RETT, WA Dw0 N0. 40-YD-0546m3 <br />