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ow'oF MTC, �Illlll\)c4.2EC4`1D�\ \ \lY� ✓ \l GENERAL NOTES <br /> \ l ///� \ <br /> C4.2 C4.10 /\ 1. ALL WORK BELOW ORDINARY HIGH WATER(OHW) LINE <br /> `la \\\ \��— / /6/ / s\\ ___ SHALL OCCUR D THE'DRY'. <br /> 2. EXCAVATION AND PLACEMENT OF ROCK BELOW HTL SHALL <br /> 6. \\\ _ �H4f Q/ OCCUR WITHIN A SINGLE TIDE CYCLE. IF WORK IS NOT <br /> �\ , �\ C TRENCH CUTOFF WALL.SEE <br /> \ A COMPLETED WITHIN A SINGLE TIDE CYCLE,TEMPORARILY <br /> /� DETAIL 3 ON SHEET C�4 / \ 77 COVER AND STABILIZE EXPOSED SOILS WITH GRAVEL, <br /> x_ <br /> a �o�\ GEOTEXTILE OR OTHER APPROVED METHODS PRIOR TO <br /> ��\ 1 TIDAL SUBMERSION. <br /> RIM H165.02 3 TRENCH SEE TAIL DETAIL.N C4.17 FOR TYPICAL STORM DRAIN <br /> IE=11.08 (12") <br /> DUNLAP CONSTRUCTION KEY NOTES <br /> (PORT OF EVERETT) <br /> EVERETT SHIP REPAIR( E=13.38 TD <br /> PORT OF EVERETT J \ �— 18"HDPE DR11 TO O1 TEMPORARILY RELOCATE EXISTING RIPRAP AND RESTORE TO <br /> ) \ / � r' REPLACE EX 10"DUCTILE IE=11.20 (12") ORIGINAL ELEVATION, DEPTH,AND LIMITS FOLLOWING OUTFALL <br /> IRON OUTFALL - ■ REPLACEMENT <br /> L7 J / TRENCH DRAIN ■ <br /> l / 7s HIGH POINT LL f _ \ CUT EX 10"OUTFACE& PLUG EACH END WITH CONCRETE CAP <br /> RIM=14.90 <br /> ( _ IF 1C38 <br /> �SDMH8 STORMFILTER / \ ——_ _ _ _ _—TD4—_ _ <br /> SFMH48 � <br /> —11 <br /> �•/ RIM=i- 14.05 � — — — — — — — — — — — — — — <br /> EX PERSONNEL GATE IE=10.13(12"IN) - 3�i 36 F 1 —— 15—s=— s�264LF�fRENCH DRAIN——�s= ■<ss ss- <br /> _ J \ E=788-7.83(12"OUT) 7—SD—S=1.0% <br /> 8" INLINE CHECK VALVE <br /> EX 35LF SLIDING <br /> GATE TO EVERETT / 1 �� 2�51 LF-12"SD, J■I��JIFI� J.h�J�1� J�U�J�1 J�1�� <br /> SHIP REPAIR S=1 09 <br /> O y <br /> EX 30 LF SLIDING I�7 CP \ ( \ <br /> J GATE TO DUNLAP \ ✓ I L <br /> 2�ao\ao —x x •x —x x x / <br /> _ �I <br /> N,SEE tX GCVL2 USX - 0RIM C P C P PP C P C P P <br /> RIM 10164 'ly5 '_ k{ <br /> E=1os4 ry MTCA W �, �✓ a <br /> 5+00 EX PVMT _ 6+00 OUT OF Mj_CAOW \ / <br /> - - 7+00 7+83s2 / <br /> W W <br /> PVNn FEDERAL AVE o _ x z x x xxx xxx <br /> s ss ss ss s ss SDMH9 <br /> °i as <br /> RIM=15.00 -7 <br /> M— k0° s o° M M "� w w ^ IE=7.99 ` w <br /> EX GVL EX PVMT x '^ f...A ' <- FROM <br /> WAREHOUSE TO DNEW SDMH ■ <br /> NT SOUTH GATE & ■ <br /> 1 1 2 WAREHOUSE GATE <br /> J / I I EX GONG <br /> / I 0 42" CITY FM, NIC\ I <br /> I 1�1 \ �� \ ■ <br /> 1 0 .. <br /> \ \ 3\ 4\ 5 6 7 C,D� \ i ■ E \ �1, <br /> IX E EX LOADING DOCK, TYP <br /> __ _ EX SDMH, PIP \ �/ \ I \�■� . <br /> \\ / 1) © J \ <br /> \ � I EX WAREHOUSE BLDG KEYMAP <br /> r— ` \ \ ■ <br /> \ \ 30' 0 30' 60' <br /> \x y-- �/ \ ■U— — 5' 45' <br /> o� Ld <br /> \ /�— _� ■W SCALE: 1"=30' <br /> \ o f/1 <br /> �� I <br /> \ I "� ( ( ■ I CALL 48 HOURS <br /> \ j f i // ■ BEF D AL 8RE 01 DIG <br /> _ l � _joo <br /> \ , <br /> \\ \ I y `� ■ = VERT DATUM: NAVD 88 <br /> \,\_ \\ `�\ \ h iF ■ NV O MLIL NAD 83 g88+2.03 <br /> HO <br /> L IF SHEEP IS LESS THAN 22x34 W <br /> \ \ I > 4 - REDUCE SCALE ACCORDINGLY > <br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT W <br /> 0� A9 DWG. N0. ��■� <br /> p, N. WATSON 1" = 30' <br /> 0 oe usej >' <br /> R'tib NCo�O DESIGNED BY: DATE: <br /> Port of =y �� J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT C1P NO,1q)ff H <br /> 6 08/26/2021 NW REVISED PER CITY COMMENTS DRAWN BY: CHECKED BY: 1-8-900-05 <br /> & MTCA 3RD INTERIM ACTION <br /> EVERETT U <br /> 1601 5th Avenue,Suite 1300 & 06/21/2021 NW ADDED NOTES 37014 K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 538 Seattle,Washington 98101 BBCl9784��i S T O R M W AT E R DETAIL PLAN NO. MT—NT-2021-02.2 <br /> EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW Y0 L�cJ bh APPROVED BY: q C O <br /> (425) 259-3164 (206)CT NO.1 Fax(206)382-0500 ( 1 0 f 7) SHEET NO. 46 OF 149 LL <br /> PROJECT NO.1600120 N0. DATE BY REVISION N0. DATE BY REVISION <br />