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I/ MATCHLINE - SEE C4o4 11 <br />■ �o u (oo ■ <br />r r <br />N W <br />V) c/) <br />.■ .. .. .. .. - .. 0- .. .. .. /J. t <br />O / <br />■ ■ <br />GRADE BREAK, TYP \ <br />M 8 l <br />-------- --- -- 12" CITY FM, NIC---------�--- <br />- - - - - - - - - - - - - <br />■ o l■ <br />42" CITY FM, NIC m / <br />NT-SDMH-1 � <br />RIM=18.17 <br />IE=11.56 (12" N) <br />IE=11.56 0 1$ W) <br />■ TRENCH DRAIN IE=11.56 (18" E) ■ <br />HIGH POINT ' 1 <br />RIM=18.03 <br />IE=17.51 1OLF-18" =0.4% 446LF-12 SD4S=037 St <br />N -TD-05 C NT-TD-05 NT-TD-05 / <br />■ / 1 /LTREtdC�l Df�---216LF TRENCH DRAIN RENCH AINTRENCH ��� <br />� I (_ / \ J �2 RIM=18.03 J \ - \ /� ( HIGH POINRAIN / O=165103(TD) <br />/ l / IE=16.51 (TD N) \ 1 RIM=18.03 =16.51 (8") <br />NT-SDMH-19 IE=16.51 (8" N) J IE=17.51 <br />/ RIM=18.03 IE=16.51 (TD S) ■ <br />■ , IE=15.03 (8" N) IE=16.51 (8" S) ■ <br />IE=15.03 (8" S) <br />19 <br />n <br />0 <br />GENERAL NOTES <br />1. SEE DETAIL 1 ON C4.17 FOR TYPICAL <br />STORM DRAIN TRENCH DETAIL. <br />■ <br />®� ®� <br />■ <br />NT-HML-1 <br />NT-HML-12 NT-HML-1 <br />� a< L20.90 � 20.90 <br />/1 <br />0')a, <br />RIDGELINE=20.90 BREAKLINE RIDGELINE=2D.9O , <br />_ NT-CB-07 <br />■ RIM=20.30 0 - - - - V ■ <br />IE=16.58 12" N E=255.6 N� °° - <br />■ IE=15.85 12" S 0p' R=gp ■ <br />IE=15.85 12" W <br />4;24 2544 3 800 1 <br />242/- &" SD, S=0.3% \ \ RlppE(lNf <br />208LF-12" SD, S=0.357 <br />........:......:.. <br />■ \\\ /////`�� NT-CB-18 21.75 ---- -- - <br />■ RIM=19.45 - �E-- <br />/ RIM1 \ \ <br />EX DWO BELOW GRADE PIP / / IE=17.30 20 <br />7.30 \ (F J 0 TRENCH IE=17.93 (TD) <br />H GH POINT <br />\ / ✓ ✓ ^ IE=17.93 (8' K E Y M A P <br />■ 9 - _ cp�p c�neR BREAKLINE RIM=19.45 <br />Tp pej \ IE=18.93 NT-TD-06 <br />GRADE �REAK, THY Z <br />224LF TRENCH DRAIN 21.25 , <br />30 0 30 60 <br />\• ■ / / 22.25� ■ 15' 45' <br />■ 1 ® �� BOB � � � " ■ 4' PERSONNEL G <br />■� ■■ � _ \ � � � _ - - SCALE: 1 =30 <br />EX VAULT / z RELOCATED FLAG P & - - <br />/ PIP �������■ ■� J \ CONIC BASE, SEES D1.7 <br />\ ` 0 I \ _•��b� J` �\ / \ NT NORTH GA+ <br />■ �- / �- `` �� ■■.. y I _ �\ /-- 2-15FT SERVICE ■ <br />��� �- SWI GATES <br />x x � <br />12.25 <br />VERT DATUM: NAVD 88 <br />■ _-��'�-�.� _=- _ �■ son �� ' CONV TO MLLW = NAVD88+2.03 <br />M��==�xx HORZ DATUM: NAD 83/91 Z <br />BNS` RAILROAD R.O.W. <br />PROPERTY LINE SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />a <br />PROJECT ENGINEERSCALE"= 30 PORT O F EVERETT °° ° C4 7 <br />Por� <br />RECORD CONDITIONS N. WATSONQ <br />t o, f' ILLUSTRATED IN THESE N. WATSONN1 <br />® o7/os/2o25 NW RECORD DRAWING PLANS REFLECT DESIGNED 6Y: DATE: NORTON TERMINAL DEVELOPMENT 0 <br />0 12/02/2021 NW 2-INCH To 9-INCH PVMT INFORMATION J. BECKER 05/07/2021 CIP No. <br />EVERETT 0 09/27/2021 NW REVISED PER RFIO10 PROVIDED BY THE DRAWN BY: CHECKED BY & MTCA 3RD INTERIM ACTION 1-8-900-05 0 <br />1601 5th Avenue, Suite 1300 os 21 021 NW ssuEO FOR elo K. EDWARDS, D. YU N. WATSON PROJECT 0 <br />o / / CONTRACTOR. RECORD STO R M WAT E R DETAIL PLAN NO MT-NT-2021-02.2 U <br />P 0 BOX 538 Seattle, Washington 98101 � 05/07/2021 NW FOR CITY REVIEW APPROVED BY: W <br />EVERETT, WA 98zoe CONDITIONS WERE NOT <br />(206) 382-0600 Fax (206) 382-0500 <br />425) 259-31 64 PROJECT NO. 1600120 NO, DATE BY REVISION NO, DATE BY REVISION VERIFIED BY ENGINEER. (6 0 fC / % <br />) SHEET N0. 51 OF 150 <br />