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IIIIIII RIRAP ENERGY <br />_ II yy C4.2 C4.101 <br />l/ I I \�l� DISSI\ TOR <br />\ �11 1�I1� \ \ � 11/ C4.2 C4.1 �/���///// ■ i <br />1 <br />\ / TRENCH CUTOFF WALL. SEE '� <br />� 1 � � `�_ DETAIL 3 ON SHEET C4.14 •1i- <br />NT-SDMH-06 ■ %; <br />X .� RIM=15.01 i <br />-� <br />/ IE=10.49 (18" E) � <br />DUNLAP n 0 <br />EVERETT SHIP REPAIR <br />(PORT OF EVERETT) J / 10LF-18" SD, S=0.3% <br />� m � ■ 0 ?`� � <br />(PORT OF EVERETT) X J \ J \7 r- 1 s" HDPE DR11 ro <br />J REPLACE EX 10" DUCTILE NT-SDMH-23 <br />O IRON OUTFACE 0� <br />/ 14- RIM=14.83 <br />TRENCH IE=11.83 (8" S) <br />/x ` HIGH POINT EX 10" SD, IE-10.52 (18" W) ■ � <br />o RIM=14.90 �2 .� <br />03 % w ABANDON -IN -PLACE, IE=10.52 (15" E) <br />l BOLLARDS (2) y IE=14.38 ,� SEE D1.4 = ' <br />NT-SDMH-08 STORMFILTER PER DETAIL2 - �1T-TD-04 - - - - 4- <br />1� ✓ XK=7.83 <br />T-SFMH-48 SHT C2.3M=14.05 _ _ - - ss ss� ss �RERCH DRAIss s ss <br />EX PERSONNEL GATE =10.13 (12" IN) 1117LF LSD, S=1.0% a (12" OUT) •� _ 18" INLINE CHECK VALVERIM=14.90EX 35LF SLIDING \�S / 4� IE=13.38 (TD)GATE TO EVERETT \51LF-12" SD, s� IE=13.38 (8") 0 0SHIP REPAIR S=1 0� I %� > 's NT-SDMH-07 N <br />- EX 30 LF SLIDING I �� / / \ RIM=15.10 EX 36" WOOD STAVE PIPE,cn <br />i GATE TO DUNLAP EX a 5 IE=6.58 (12" S) ® ABANDON -IN -PLACE LO ;: <br />WM IE=6.58 (12" E) ;: <br />?mod°_x x -- \_ x x x --�p IE=4.54' (18 W) :! <br />N, SEE NCWL2 \ � \ NT-CB-23 [$ 5 o NT-HML-05 N o '' <br />RIM=14.20 <br />ASPH M IE=10.64 <br />-_ 5+DD EX PVMT _ op 6+00 <br />2 7+00 7+83,� iN <br />PVMT FEDERA�AVE �� O g "m 3 (" •/ _ <br />° T <br />°s ss ss s 5 ss ss ss ss �sF � / R � ° i / NT-SDMH-09 <br />as zp <br />RIM=15.50 <br />oP OP OP .... iltslE=7.46 (12" W) <br />EX GVL EX PVMT X � = \� \ IE=7.56 (CONTRACTOR TO FIELD <br />----------- _ \ VERIFY IE AND PIPE MATERIAL) <br />NT SOUTH GATE &' CONN EX 12" SD FROM IE=10.84 (15" CAP) ■ <br />1 1 1 2 WAREHOUSE GATE \ WAREHOUSE TO NEW SDMH <br />1 I EX CONC \ <br />12" CITY FM, NIC <br />0 1 � 42" CITY FM, NIC <br />- CIS CIS ay °s ^� 1 I \ 3 \ 4 \ 5 6 7 8 Gj <br />EX LOADING DOCK, TYP <br />1 rp <br />X �! EX SDMH, PIP .� <br />1 Eh PER 1968 WAREHOUSE PLANS WITH \ ■ ;� <br />\ 0r ®1 ELEVATIONS CONVERTED To NAVD88 \ ;, <br />RIM NV=7.' <br />EX IN7. <br />\ \ � 99 � <br />\ I 1 PEINVR <br />20 LIDA so C TEMP \ \ <br />y 1 EX WAREHOUSE BLDG PER 2021 LIDAR SURVEY, GROUND CONSTRUCTION ■ <br />\ 1� ELEV AT MH=14.3' SUGGESTING A ESMT <br />-- �------------ 0 / /,2 POTENTIAL DISCREPANCY OF 1.4' \ \ ■ <br />J N <br />:max X =x x x x J 0 1 \ ■ �g <br />� �� 1 ` w <br />1 / <br />l 1 ' <br />W <br />\ ■ U VERT DATUM: NAVD 88 <br />1 ss 1 1 ■ CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />RECORD DRAWING REDUCE SCALE ACCORDINGLY <br />A5 10/25/2021 NW REVISED PER CITY COMMENTS. PROJECT ENGINEER: SCALE PORT OF EVERETT DWG. NO. <br />® 09/27/2021 NW REVISED PER RFIo10 & wHSE RECORD CONDITIONS N. WATSON 1 = 30 C4.2 <br />Port o, f' GVL YARD DRAINAGE ILLUSTRATED IN THESE <br />DS/26/2021 NW REVISED PER CITY COMMENTS & DESIGNED BY: DATE: <br />UPDATE ELEC BACKGROUND PER PLANS REFLECT J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. <br />ADDENDUM 3 INFORMATION 1-8-900-05 <br />EVERETT <br />& MTCA 3RD INTERIM ACTION <br />� 07/23/2021 Nw ADDENDUM 3 0 07/05/2023 NW RECORD DRAWING PROVIDED BY THE DRAWN BY: CHECKED BY: <br />1601 5th Avenue, Suite 1300 05/21/2021 NW ssuEo FOR BID CONTRACTOR. RECORD K. EDWARDS, D. YU N. WATSON PROJECT <br />P 0 BOX 538 Seattle, Washington 98101 \ 05/07/2021 NW FOR CITY REVIEW © °°/09/20°° NW AVOID WOOD STAVE PIPE TO APPROVED BY. STO R M WAT E R DETAIL PLAN NO,MT-NT-2o21 -02.2 <br />EVERETT, WA 9s2o6 CONDITIONS WERE NOT <br />(425) 259-31 64 (206) Fax (206) 382-0500 VERIFIED BY ENGINEER(1 0 F 7) <br />PROJECTCT NO. NO. 1600120 No, DATE BY REVISION No, DATE B. Y REVISION SHEET N0. 46 OF 150 <br />GENERAL NOTES <br />1. ALL WORK BELOW ORDINARY HIGH WATER (OHW) LINE <br />SHALL OCCUR IN THE 'DRY'. <br />2. EXCAVATION AND PLACEMENT OF ROCK BELOW HTL SHALL <br />OCCUR WITHIN A SINGLE TIDE CYCLE. IF WORK IS NOT <br />COMPLETED WITHIN A SINGLE TIDE CYCLE, TEMPORARILY <br />COVER AND STABILIZE EXPOSED SOILS WITH GRAVEL, <br />GEOTEXTILE OR OTHER APPROVED METHODS PRIOR TO <br />TIDAL SUBMERSION. <br />3. SEE DETAIL 1 ON C4.17 FOR TYPICAL STORM DRAIN <br />TRENCH DETAIL. <br />Ak n s- r n n ��n � k n n i its , s n sv �r its <br />O NOT USED <br />2O EX CSO SMHU07. CORE DRILL FOR NEW 8" INLET FROM CB24 TYPE 1 L. <br />SEE DETAIL 3, SHEET C4.17. <br />O NOT USED <br />KEYMAP <br />CALL48 HOURS <br />BEFORE YOU DIG <br />DIAL 81 <br />a <br />I.L <br />U <br />w <br />w <br />