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■ <br /> GENERAL NOTES <br /> ■ 1 SEE STORM�DRAIN TRENCAIL I ON H DETAIL. <br /> L TYPICAL <br /> DETAI <br /> op <br /> `15\\ ~U�oa GVL INTERCEPTOR TRENCH <br /> ■ 7g. �12,\\\ <br /> TOP EL=15.00' <br /> %tX\RM <br /> C614 \ GVL BACKFILL FOR <br /> / \ ■ EIM111.47 7 \ I / / `/ DRAINS PER WSDOT <br /> EX ROCK STD SPEC 9-03.12(4) <br /> I � BULKHEAD <br /> \ (( ■ \ I \ PR!ERiy(ENE =FABRIC. <br /> I <br /> n✓� / <br /> N, _LEj --1s-- III <br /> _ I <br /> c815 c11o <br /> RIM=15.00 � <br /> ■RIM=15.27 IE=12.26(8"E) 1 <br /> IE=10.97(12"N) I I �\ I IE=11.62 (12"S) 11 �s 2" <br /> IE=10.97(12"W) <br /> MIN <br /> IE=10.97(12"s) I <br /> 216LF-12" SD,I S-0.3% I 111 8 / <br /> I II A GRAVEL INTERCEPTOR TRENCH SECTION <br /> -ss ^ U s, 1O'x46' LONGSHOREMAN TRAILER <br /> �ss ss ss n I <br /> \ Q (FOR RESTROOM/SHOWER) \ I I I C4.5 C4.5 SCALE: NTS <br /> 76\ rz I \ \ I III CITY OF EVERETT <br /> I PORT GARDNER <br /> 4 PARKING\ TALLS \ \ 150LF GVL INTERCEPTOR TRENC STORMWATER <br /> (1 ADA&3\STANDARD STAiLS) \ to I TOP ELEV=15.0 I '° \ FACILITY <br /> 64.5 C4.5 I <br /> w i \ I �I 148LF-8' N ERF PIPE, 5=0.5% I � <br /> u .. <br /> I Hill <br /> Its I a <br /> 0 <br /> � >z <br /> " I $ <br /> v. <br /> Imm. <br /> P P P 10'00' OREMAN TRAILER(TO fj BREAKROOM IFlCE)� �/i ' III K E Y M A P <br /> -C C C 11 I J/ IIol <br /> ■ a C \ \n I CLEAN-OUT <br /> ■ \ I IM,.5.00 _ <br /> EX SAND BERM I 9 j g Z <br /> I l \\ I V 30' 0 30' 60' <br /> LJLJJ■ 5' 45' <br /> of ■ I I — <br /> SCALE: 1"-30' <br /> FUTURE MARITIME TENANT <br /> w� ` EXTEND BERM APPROX 50't EX BERM I YY ALL 48 HOURS <br /> YOU DIG <br /> 12" CITY FM, NIC s o BERM HEIGHT = 2' MIN <br /> rT TOP WIDTH = 3' MIN <br /> 42" CITY FM, NIC U) SIDE SLOPES = 2H:1V MAX DIAL811oo <br /> m CB19 BERM EXTENSION SHALL BE <br /> RIM-16.14 <br /> IE=13.52 _CONTINUOUS WITH NO GAPS. VERT DATUM: NAVD 88 <br /> CONV TO MLLW = NAVD88+2.03 <br /> HORZ DATUM: NAD 83/91LU <br /> m <br /> ATCHLINE - SEE C4.8 w <br /> !D PROJECT ENGINEER: SCALE: DWG+ NO. A/ <br /> 0� A, Aq N. WATSON 1" = 30' PORT OF EVERETT C4.5 Lr <br /> "i1b�Q lA,pg�Nc,T� DESIGNED BY: DATE: <br /> Port of ="yR' ��� 0 BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO <br /> 0 po'' <br /> EVERETT e 07/09/2021 NW ADDENDUM 1 DRAWN BY: CHECKED BY: « M T C A 3 R D INTERIM ACTION 1-8-900-05 V <br /> 1601 5th Avenue,Suite 1300 0 Os 21/2021 NW ISSUED FOR BID 37014 K. EDWARDS, D. YU N. WATSON PROJECT n/ <br /> N P 0. BOX 536 Seattle,Washington98101 / B�l978g� STORMWATER DETAIL PLAN LL <br /> NO. MT-NT-2021-022 <br /> N EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW q�tcV bh APPROVED BY: O <br /> (VERE 259-3198 (206)382-0600 Fax(206)382-0500 <br /> PROJECT NO.1600120 N0. I DATE I BY I REVISION N0. I DATE I BY I REVISION (4 OF 7) SHEET NO. 49 OF 150 LL <br />