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�\ GENERAL NOTES <br /> EX OUTFACE C(002) <br /> EX CONC BLOCKS O 1, SEE DETAIL 1 ON C4.17 FOR TYPICAL <br /> / / I <br /> "WOOD STAVE CAPPED AT / / \j I / / \ \ STORM DRAIN TRENCH DETAIL. <br /> 75 <br /> 75' LANDWARD OF SHORELINE s ( 1 <br /> (ABANDONED) Q / / 7 /, <br /> I <br /> ■ COMM PN'TYR / �■ <br /> EX TOP �/ �y U0 _ - -� P- <br /> a <br /> OF BANK / ■ }�5 I1--HK <br /> ^ ' CONC LIFT <br /> ---17------- \-- ------ -17-- -- O- SH=ET <br /> / ) I <br /> I+I RIM=16.02RM= E=1450( <br /> TD <br /> E=450(8)) ■ / <br /> 1' TRENCH DRAIN % R �28_ F-TRENCH-UR <br /> B / HIGH POINT SDMH3 <br /> RIM=16.02 `-b RIM=16.02 <br /> 00 <br /> IE=13.02 (12 sE) _ „� �� / ■ <br /> ® CD� ALIT VII / tt ■�_- P P--P- P��P -P- P ', -P- P-- P P - P- - --d -� <br /> [ ACC - <br /> C 1C C 3 C C C�C Cc C C C 2i"'. D&ST VE7E3PPROX%`. T <br /> EX DOCK LL > �i- <br /> PILE �j / / ■ \ ( C) ■ <br /> - \ <br /> o l . <br /> GRADE BREAK, TYP <br /> �z <br /> a - <br /> :�� 7_____�� �� <br /> / o <br /> � 1 - - ----------�-- --------- -- --- _SDMH6 �■ � � -1 7-- � � <br /> / RIM=15.02 ■ �U <br /> /7 O II=10508�(18N) \ SDMH5 <br /> E ---- <br /> E-10.50 (18"E) 3 RIM=,5.92 K E Y M A P <br /> E=11.69(12"W) <br /> -- �)- IE-1;.75(12"E)9.26(24"E) <br /> III 10LF-18"SD,5=0.3% T IE=9r85-(12-"-°.r)9.26(18"S) v ■ <br /> ■ LJ� IE=9.-8§9.26(24"N) C$2 SDMH24 ■ <br /> 18 HDPE DR11 TO '�/� / RIM=9§.80 15.74 Z <br /> REPLACE EX 10"DUCTILE 9B3 SDMH23 / / ^ '"" TD <br /> '� IRON OUTFACE �A RIM=44:99 14.84 / 16 IE=12.74(8"N,S) I 3O� O 30' 60' <br /> j IE=",- -Ho 11.84(8"S) _. 3 - 5=0.5% IE=4B.89 9.31 (12"E,24"W) C' <br /> 1os3(18" -- 408LF-18" �.,,� 15' 45' <br /> IE=10.53(15"E) ■ / 3;gif-'H2" D,5=0.3%- -16 306LF-24°SD, 5=0.3916-- <br /> B SCALE: 1 =30, <br /> -]� -TD4-- r1y TD3 <br /> _ _ _ _ _ y _ _ _ _ _ _ <br /> ss s� ss s ss s ss ss s��ss ss ss ss ss ss s ss�-ss ss ss ss ss s ss s 15- 264LF'fRNCH DRAIN- 180LF CONCR TE E GUTTER 2-24LF 1RE�CH DRAIN LF T NC D AIN <br /> -- RIM=15.80 -- 16 328LF <br /> \ RIM=14.90 o IE=14.28 (TD) <br /> Y U 1�A]O9�U IE=13.38(TD) II TRENCH DRAIN IE=14.28 (8") ■ CALL 48 HOURS <br /> IE=13.38(8") HIGH POINT U ■ BEFORE YOU DIG <br /> R R M 15.10 RIM=15.80 � DIAL 811 <br /> SDMH7 NM `�' <br /> AND IUETP*. (12 S) L- / IE=15.28 � oo <br /> - <br /> E-6.5 (12"E) 16� <br /> m E=4.54' (18"W) 3 VERT DATUM: NAVD 88 <br /> '� P P�P P P P P P P P P P P�P P <br /> m O �AJPPS ■� / � i--------�- ------- - -� - CONV TO MLLW = NA�88+203 <br /> ` / \ �� HORZ DATUM: NAD 83 91 <br /> ° ■ ■�� ■ � ■ ■ ter■ � ■ ■ � ■�� ■ ■ � ■�� ■ ■ � � ■ � �■�� W <br /> a � <br /> W W TC���N SEE �� W <br /> o <br /> PROJECT ENGINEER: SCALE: DWG. NO. <br /> A. N. WATSON = 30' PORT OF EVERETT C4.3 <br /> ��g2911 DESIGNED BY: DATE: <br /> Port of 6 09/27/2021 NW REVISED PER RFIO10 & WHSE ="yR'` �0 J. BECKER 05/07/2021 N 0 R T 0 N TERMINAL DEVELOPMENT CIP NO <br /> GVL YARD DRAINAGE <br /> EVERETT ® 07/23/2021 NW ADDENDUM 3 DRAWN BY: CHECKED BY: 1-8-900-05 <br /> & MTCA 3RD INTERIM ACTION V <br /> 1601 5th Avenue,Suite 1300 0 Os 21/2021 NW ISSUED FOR BID 87014 K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P 0. BOX 538 Seattle,Washington98101 / ems..... STORMWATER DETAIL PLAN <br /> N0. MT-NT-2021-022 <br /> EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW �TCJ h APPROVED BY: C <br /> N (425) 259-3164 (206)CT NO.1 Fax(206)382-0500 b (2 0 f 7) SHEET NO. 47 OF 150 O <br /> PROJECT NO.1600120 N0. DATE BY REVISION N0. DATE BY REVISION <br />