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6/41 <br />EX CONC BLOCKS \/^ O I �� GENERAL NOTES <br />EX OUTFALL C (002) �� / \ / l� N <br />��// I 1. SEE DETAIL 1 ON C4.17 FOR TYPICAL <br />36" WOOD STAVE CAPPED AT i� \ \ I STORM DRAIN TRENCH DETAIL. <br />75' LANDWARD OF SHORELINE s (ABANDONED) � f ✓ <br />l �■ <br />COMM PN, TYP <br />EX TOP <br />OF BANK4 <br />EX 15"SQ�(LT1 HIS <br />CONC LIFT <br />94 <br />IE=10.�SHEET <br />I I <br />RIM=16.02 -\ RIM=16.02 <br />IE=14.50 (TD) IE=14.50 (TD) <br />U IE=14.50 (8") IE=14.50 (8") 7S` ■ <br />NT-TD-01 �- <br />rI I I fl _ _ ■ _ <br />TRENCH DRAIN ✓ T 40OLF T'RENCH DRAIN <br />HIGPOINT ■ / , D03 <br />NT-S <br />\280LT ECH <br />RIM=16.02RIM16.02 <br />ZiE <br />IE=15.50 IE=13.02 (8" N) <br />IE=13.02 (8" S) <br />// IE=12.52 (12" E) <br />'■ DECOMMISSIONED PS04 PLUGGED �) w/CDF AT EACH MH II(J� J--------------------------- �- ---------------C- <br />' ■ �; NT-HML-01 - - - 2 <br />NT-HML-O EX 21" WOOD STAVE PIPE CAPPED APPROX■1° kN <br />LLI ' Ld <br />PILE EX DOCK l f � �; Ld <br />/ ////��� /��� - ■ cn <br />GRADE BREAK, TYP I � 0 <br />.. N .. LLJ. <br />�r N <br />CO <br />V) ® ■ <br />: No <br />NT-SDMH-06 ■ �; ■ <br />J RIM=15.01 <br />NT-SDMH-05 <br />IE=10.49 (18" N) � pp// �/ p ,� /� <br />IE=10.49 (18" E) %' .92 <br />(12" W) 1 K E V M A <br />IE=9.26 (24' E) <br />/ 1 OLF-18" SO, S=0.3% ` ■� IE=9.26 (18" S) ■ <br />NT-SDMH-24 ■ <br />18 HOPE DR11 TO <br />RIM=15.74 Z <br />J <br />REPLACE EX 10" DUCTLE / NT-SDMH-23 <br />:/ <br />IE=12.74 (8" N, S) <br />IRON OUTFACE 1A- RIM= <br />14.83 <br />�' <br />�� <br />\ IE=9.31 (12" E, 24" W) 0 <br />IE=11.83 <br />(8" S) <br />/ <br />3 5 10LF-24" SD, 5=0.5% <br />\ <br />IE=10.52 <br />/ IE=10.52 <br />(18" W) <br />(15" E) <br />■ �;/ <br />190LF CONCRETE GUTTER ` - - - - - - - � '' 15 45 <br />396LF-18' SO, S=0.3%- - - - - - - 306LF-24' SD, 5=0.3%- - <br />"=30' <br />1 <br />SCALE: 1 <br />- --NT-TD-04 - - - - <br />- SS SS SS 25 IV1. <br />- V <br />s <br />\ ' <br />/ <br />5 - 55 SS <br />i <br />NT-TD-03 <br />ss Ss Ss 5 55 S-� ss ss 55 55 ss Ss Ss ss ss s <br />216LF TNCH DR 328LFRENC <br />/ <br />- - - <br />?--- ---- RIM=15.80 -- - <br />N <br />0 RIM=14.90 0 ;/ / / IE=14.28 (TD) <br />IE=13.38 (TD) 11 ■ / TRENCH DRAIN IE=14.28 (8") ■ <br />IE=13.38 (8") ■ ;� / HIGH POINT / / ■ <br />\ NT-SDMH-07 N o / RIM=15.80 <br />RIM=15.10 EX 36" WOOD STAVE PIPE, IE=15.28 J <br />IE=6.58 (12" S) ABANDON -IN -PLACE In <br />IE=6.58 (12" E) _ I ;I <br />\ IE=4.54' (18' W) J VERT DATUM: NAVD 88 <br />o \ NT-HML-os / <br />N o /--------------------- �� CONV TO MLLW = NAVD88+2.03 <br />��_ / -� ■ HORZ DATUM: NAD 83 91 <br />i ■ i ■ ■ ■ r ■ yf�/ �D ■ �� i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ IF SHEET IS LESS THAN 22x34 <br />T C H L I N S C 4 0 6 g REDUCE SCALE ACCORDINGLY <br />--- --- - <br />0 02/09/2022 NW MOVE SDMH6 & SDMH23 TO RECORD CONDITIONS DWG. N0. <br />PROTECT ENGINEER: SCALE: PORT OF EVERETT <br />AVOID WOOD STAVE PIPE N. WATSON 1 = 30 C4■3 <br />Port o, f' ® 11/03/2021 NW REVISED PER RFIo1 oA ILLUSTRATED IN THESE ,� <br />PLANS REFLECT DESIGNED DATE: <br />� 09/27/2021 NW REVISED PER RFIo10 & wHSE J. BECK NORTON TERMINAL DEVELOPMENT ER 05�07�2021 cIP No. <br />EvERETT AD YARD DRAINAGE INFORMATION 1-8-900-05 <br />0 07/23/2021 NW ADDENDUM 3 PROVIDED BY THE DRAWN BY: CHECKEDBY: & MTCA 3RD INTERIM ACTION <br />1601 5th Avenue, Suite 1300 05/21/2021 NW ISSUED FOR Blo CONTRACTOR. RECORD K. EDWARDS, D. YU N. WATSON PROJECT <br />P 0 BOX 538 Seattle, Washington 98101 0 05/07/2021 NW FOR CITY REVIEW 0 07/05/2023 NW RECORD DRAWING APPROVED BY: STD R M WAT E R DETAIL PLAN NO,MT-NT-2021 -02.2 <br />EVERETT, WA 9s2oe CONDITIONS WERE NOT <br />(425) 259-3I 64 (206) Fax (206) 382-0500 VERIFIED BY ENGINEER. (2 O F 7) <br />PROJECTCT NO. NO. 1600120 No. DATE BY REvisioN No. DATE BY REVISION VERIFIED N0. 47 OF 150 <br />Z <br />a <br />0 <br />U <br />w <br />w <br />