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REPAIR EX SDMH, LEGEND: <br /> �\� SEE SHEET C3.3 EAST WATERWAY <br /> 19LF- SD, S=5%c C3.2 BO - ' EX RIM=17.42' x—x--- EX FENCE <br /> � --NEW RIM=18.40' <br /> W err rV=6.12 1 — <br /> P `RLt� UCr ` '\ \ ASPH PVMT PER - / <br /> EX 12' <br /> OUT- ( ��4 C3.0 C3.1 - NEW/RESTORED ASPH <br /> TE- .25 (5 TOTAL) \` 4.p� RESTORE EX GVL SURFACE PVMT LIMIT <br /> EX`$ 'CMP PERF PIPE <br /> EX CMP --�_ k�6� t S M ` FOLLOWING UTILITY TRENCHING AS NEW/PH RESTORED <br /> 0 EX GRADE-,- <br /> r� ELEV=18.6 <br /> .. <br /> __ EX FLOATING DOCK/ 00 ) <br /> o y`1• - <br /> EX MP 70 39'� 's ' <br /> n1. , <br /> ca F PIPE �° EX 5T6EL SHEET NEW CONC <br /> - PILE BULKHEAD , <br /> EX PIPE SLOPE <br /> TCH EX GRAD EX CONTOUR <br /> E -18.3 <br /> O - C81, TYPE t <br /> .* <br /> RIM=17,90 - <br /> KEY NOTES: <br /> r0 N: <br /> 3614-75-13 <br /> E 1301102.57 P _ (D CONTRACTOR SHALL REMOVE THE EXISTING <br /> CLEANWAY CATCH BASIN FILTER FROM THE <br /> EXISTING 54" MANHOLE AND REINSTALL THE <br /> FILTER IN THE NEW TYPE 1 CB. <br /> ! 's? RESTORE PVMT AT UTFIITY TRENCH <br /> NANUFAi_ LOCATIONS IN CONFORMANCE WITH \ <br /> COE STD PLAN. 316 <br /> _ MATCH '\ <br /> - SEEESHEETLC4.0 �� I MATCH y <br /> s� EX GRADE, - I _ <br /> ,•� ELEV-18.8 r f \ EX GRADE. -- <br /> ELEV-18 9 <br /> ' AJPALT < \', MATCH \` <br /> 0- I r -' ! EX GRADE, <br /> MATCH L r' ElEV=18.8 <br /> ry EX GRADE <br /> a - ELEV=18.9 -- <br /> � <br /> MATCH <br /> EX GRADE, <br /> ELEV=19.1 V ¢ 1 r <br /> Ci 1 <br /> CONI, f C r <br /> ,-„ P-'A'-I o / <br /> r—'hMW <br /> OHW <br /> K IN IS- P IR <br /> G'I_'LT <br /> JGRAVEL \ <br /> —RAIZ F(,R 1 �- <br /> PLAN <br /> 10' 0 10' 20' <br /> SCALE: 1"=10' <br /> 5' 15' <br /> SCALE: 1"=10' <br /> CALL 48 HOURS <br /> VERT DATUM: MLLW = 0.0' <br /> BEFORE YOU DIG HORZ DATUM: NAD 83/91 <br /> DIAL 811 <br /> NOTE: FULL SIZE IS 22” x 34" <br /> PROJECT ENGINEER: SCALE: DWG. N0. <br /> D., D. OATES 1" = 10' PORT OF EVERETT C3.0 <br /> Port of �°� DESIGNED BY: DATED U N LA P BULKHEAD H <br /> ��I1ERM R BBY: 7/27/2015 c1P No. <br /> _�' RENOVATION 1-0-015-01 � <br /> DRAWN BY: CHECKED BY: <br /> 16015th Avenue,Suite 1300 max J. HOLLENBACH D. OATES PROJECT ' <br /> o. Box 535 Seattle,Washington 98101 APPROVED BY: NO. MT—HT-2015-06 �• <br /> E`.;ERETT, WA 962D6 D uzi,5 XXX ISSUED FOR BID. GRADING PAVING A <br /> (425) 259-3164 (206)382-0600 Fax(206)382-0500 N0. DATE BY REVISION N0. DATE BY REVISION <br /> STORM DRAIN PLAN 23 <br /> SHEET N0. <br />