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8 <br />EL. 22' <br />SD 6 <br />N: 365909.20 <br />N: <br />EL. 22' <br />N: 365952.14 <br />E: 1302329.54 WATER, 2" 4 <br />E: 7.57 <br />FINISH <br />E�. 20' <br />RIM:17.91 CL ELEV: 15.32' <br />RIM:18.54 <br />RIM <br />INV IN:.9. <br />INV IN:9.25' <br />GRADE <br />�------- <br />EL. 20' <br />_ <br />INV IN:8.58 LIGHTING <br />-. <br />INV OUT:8.96' <br />_. - __._ <br />EXISTING <br />_ <br />--- <br />_ <br />INV OUT:8.50' CONDUIT <br />GRADE <br />EL. 18' <br />�- <br />! <br />EL. 18' <br />7 <br />_ <br />-- - --- _ <br />I <br />- <br />16' <br />_ <br />FlRE, 4" 0--EL. <br />CL ELEV: 15.40' <br />EV CHARGING - <br />CONDUIT <br />- - - <br />7SD <br />EL.16' <br />9 <br />N: 365768.51 EXISTING CATCH BASIN <br />EL 14' <br />SD202, 12" 0 <br />_ - <br />SD207, 12" 4 -- <br />E: 1302264.48 <br />N: 365737.04 <br />E: 1302325.05 <br />EL. 14' <br />�CL ELEV: 13.44' <br />CL ELEV: 14.82' <br />RIM:18.67 <br />RIM:18.59 <br />INV IN:7.76' <br />INV OUT: <br />EL. 12' <br />1 <br />1 " 0 P P <br />INV OUT:9.53' <br />- <br />EL. 12' <br />7AI F " m <br />9F3"0 <br />CEEP I <br />EL.10'4- <br />-- <br />- <br />- - <br />EL.10 <br />EL. 8' <br />�. " ^ <br />EL. 8' <br />CONNECT T0: EX. SD PIPE <br />INVERT: 8.50' <br />EL. 6' <br />EL. 6' <br />EL. 4' <br />EL. 4' <br />-0+10 0+00 <br />0+20 0+40 0+60 0+80 <br />1+00 1+20 <br />1+40 1+60 1+80 2+00 <br />2+20 2+40 <br />2+60 2+80 <br />2+90 <br />STORM PROFILE 1 <br />EL 24' <br />FILTERRA <br />EL. 22' TREATMENT <br />VAULT <br />RIM: 18.34' <br />EL 20' LD INV IN:13.84' <br />q INV OUT: 13.84' <br />o EL 18' <br />U <br />N <br />EL. 16' <br />EL. 14' <br />w <br />o EL. 12' CONNECT TO: SD201 <br />w INVERT: 13.50' <br />0 <br />L <br />V) EL 10' <br />0 <br />o_ <br />11 <br />w EL 8' <br />ul <br />J <br />CL EL. 6' <br />I <br />-0+40 -0+20 0+00 <br />0 <br />�i <br />N <br />O <br />Li <br />w <br />of <br />o IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />0 <br />0 <br />a <br />I Port of <br />SCALE: 1:15 VERTICAL EXAGGERATION 5V:1 H <br />SD 7 <br />N: 365930.15 <br />E: 1302338.23 <br />RIM:17.70 <br />INV IN (S):13.99' <br />INV IN (W):12.83' <br />INV OUT (N):13.89' WATER, 2" 0 <br />CL ELEV: 15.32' <br />ND 365940.41 <br />E: 1302242.85 <br />RIM:17.58 <br />INV IN:13.73' <br />INV OUT:13.12' <br />100- YEAR HGL <br />FINISH <br />GRADE <br />SD 3 <br />N: 365822.86 <br />E: 1302239.55 <br />RIM-17.66 <br />INV IN:14.19: <br />INV IN:14.19' <br />INV OUT:14.08' <br />EXISTING <br />GRADE <br />SD 4 <br />N: 365753.03 <br />E: 1302230.51 <br />RIM:17.75_ <br />INV IN: T14.50, <br />INV OUT:14.40' <br />- - <br />TIRE, 4 0 7 -CONDUIT <br />CL ELEV: 15.40' <br />� <br />_ <br />CONDUIT <br />' 0 F <br />P <br />11 8LF 1 P <br />71F 1P <br />96LF 12" 0 CPEP <br />18LF 12" 0 CPEP <br />0.307 _ _ _ <br />' <br />SD101, 30" 0 <br />CL ELEV: 9.99' <br />0+20 0+40 0+60 0+80 1+00 <br />1+20 1+40 <br />1+60 1+80 2+00 <br />2+20 2+40 <br />2+60 <br />r- <br />2+80 3+00 3+20 <br />STORM <br />PROFILE 2 <br />SCALE: 1:15 <br />VERTICAL EXAGGERATION 5V:1 H <br />fD 3240 Easdake avenue E <br />v ® a Scarde, WS hirWon 98102 <br />EVERETT <br />P. 206.624.1387 <br />u� F N G IN E E R S, INC. �.pndenRineen.com <br />o P.O. BOX 538 <br />04 <br />EVERET-, WA 98206 00 3/31/22 JBK 100% ISSUED FOR PERMIT <br />y (425) 259-3164 <br />N0. DA7E BY REVISICN <br />PND ENGINEERS, INC. IS NO- RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON TH=SE DRAWINGS. <br />WHERE SPECIFICATIONS AR_ GENERAL OR NOT CAL_ED OUT, <br />HE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. CRAWINGS ARE FOR USE ON THIS PRCJECT ON[ <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PND. <br />PROJECT ENGINEER: <br />SCALE: <br />J. KEISER <br />NOTED <br />DFSIGNED BY: <br />DATE- <br />W. THOMPSON <br />MARCH 2O22 <br />ARAWN BY: <br />CHECKED BY <br />G. DEAN <br />C. CASTONA <br />APPROVED Bv: <br />EL 24' <br />EL. 22' <br />SD 5 <br />N: 365759.13 <br />EL. 20' <br />E: 1302261.45 <br />RIM:17.95 <br />INV OUT:14.82' <br />EL 18' <br />EL. 16' <br />EL- 14' <br />EL 12' <br />----- .. _ <br />EL 10' <br />EL. 8' <br />3+40 3+60 <br />3+80 <br />PORT OF EVERETT <br />PORT GARDNER LANDING <br />BUILDING <br />DRAINAGE PROFILES <br />DWG. NO. <br />C3.05 <br />CIP NO. <br />6-8-025-01 <br />PROJECT <br />PD-SM-2021-07 <br />NO. <br />SHEET NO. <br />27 OF 97 <br />