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RIRAP ENERGY / \ <br /> )C4.2EC4.10,DISSIPATOR ✓ \ GENERAL NOTES <br /> l L� C. S�I 1lll� \ 2 C4.1 / ■ \ <br /> \ \ 1. ALL WORK BELOW ORDINARY HIGH WATER(OHW) LINE <br /> C4. 0 <br /> SHALL OCCUR IN THE'DRY'. <br /> -- <br /> A 2. EXCAVATION AND PLACEMENT OF ROCK BELOW HTL SHALL <br /> '16. �H,yr/+ Q OCCUR WITHIN A SINGLE TIDE CYCLE. IF WORK IS NOT <br /> C TRENCH CUTOFF WALL.SEE / �� \ COMPLETED WITHIN A SINGLE TIDE CYCLE,TEMPORARILY <br /> =�8p -DETAIL 3 ON SHEET C4.14 ■ T17- COVER AND STABILIZE EXPOSED SOILS WITH GRAVEL, <br /> \ � x^ �` I 1 \ \ GEOTEXTILE OR OTHER APPROVED METHODS PRIOR TO <br /> TIDAL SUBMERSION. <br /> 0 <br /> f SDMH6 <br /> S \ ` 11 Oil <br /> ( / RIM=15.02 3. SEE DETAIL 1 ON C4.17 FOR TYPICAL STORM DRAIN <br /> ( ) 1 - L.Li TRENCH DETAIL. <br /> IE-10.50(18"'N) <br /> E) ■ <br /> ;. <br /> DFE E \ ■�` CONSTRUCTION KEY NOTES <br /> (PORT OF EVERETT) \ > r - N oLF-18' SD,5=0.3% \\ <br /> EVERETT SHIP REPAIR � - _ <br /> 18'HERE DR11 TO O1 CB24 TYPE I WITH SOLID LID.CONSTRUCT C624 OVER EX 8"PVC SD. <br /> (PORT OF EVERETT) x J / 0 �w� r REPLACE EX 10"DUCTILE6B3 SDMH23 \ CONN EX 8"PVC SO TO CB24.SEE CB24 DETAIL 3, SHEET C4.17 FOR <br /> IRON OUTFALL ',,4-/ RIM=+4,98 14.84 ■ ADDITIONAL INFORMATION <br /> TRENCH DRAIN IE=,T38�8 11.84(8"S) <br /> l L / 'E' HIGH POINT LL EX 10"SD, _ v 2 EX CSO SMHU07.CORE DRILL FOR NEW 8"INLET FROM CB24 TYPE 1L. <br /> / IE=}1-20-(1-2'j 10.53(18"W) O SEE DETAIL 3,SHEET C4.17. <br /> / x o IE-1RIM-43.80 ABANDON-IN-PLACE, IE=10.53(15'E) <br /> SEE D1.4 <br /> BOLLARD�{3 -- 3 PLUG SOUTH 8"PVC SD OUTLET PIPE WITH RUBBER STAINLESS STEEL <br /> City of Everett SFMH8 STORMFILTER PER DETAIL2 \ _ _ ]i- -TD4 O MECHANICAL PLUG C DIVERT FLOW TO EX SMHU07./ <br /> EVERET( v! r<i for Permit 1 012 6/2 021 RI MH48 l 1I BHT C23 ) _ _ _ _ _ _ _- <br /> ••••"•• , RIM=i3.5&14.05 L A J 25 l ss -= <br /> EX PERSONNEL GATE IE=10.13(12"I1 ' Q F-1 SD, S=1. 15-- LF"FRENCH DRAIN=s- <br /> - A E=768-7.83(12"OUT) O% 18"INLINE CHECK VALVE 256LF <br /> --� RIM=14.90 0 A <br /> EX 35LF SLIDING oS. I. IE-13.38(TD) u \ <br /> GATE TO EVERETT51 LF-12"SD, 1 n 9U� �O� IE=13.38(8") <br /> SHIP REPAIR ♦ I SDMH7 0 \ <br /> EX 30 LF SLID ? I C / ( RIM=15.10 r/ J <br /> GATE TO DUNLAP EX IE-6.58(12"S) v <br /> ao�eo \ IE=6.58(12"E) <br /> _ x x x x x x ♦ P y� IE=4.54' (18"W \ <br /> 3 <br /> -- tX,%2 _ W. 'l� �ili>l Sill CD23 0 C II P 0 k P 0 P 0 P P P- <br /> N,SEE T 52 ® RIM- ',( ( [� P <br /> IE-10.64 <br /> �� UT X TCA OW 4 N MT A W <br /> 5+00 MT _ 6+00 2 i7+00 z \ <br /> 7+83v � <br /> PVNn FEDERAL AYE , 3PH _ x x x xxxxxx x <br /> SDMH9 4 RIM-15.50 InJ= Vy\\'aiii`.-1\'Wb. K <br /> ovOP <br /> X / ^ CONTRACTOR <br /> C RT (Ex D C.I.E. <br /> EX GVL EX PVMT x '�.��� - .L :�.' �.�.'`.•"'.;��'%' ;.<�"'' � _ \� CONTRACTOR TO FIELD VERIFY � <br /> 1 1 \\\\ 2 NT SOUTH GATE & \��= IE AND PIPE MATERIAL) E=10.84(15"CAP) <br /> / CB24 WAREHOUSE GATE N a CONN EX 12"SD FROM <br /> / C4.2 C4.17RIM-13.57 EX GONG WARE USE TO NEW SDMH <br /> J IE=11.2i (8" DI, W) <br /> J 12" CITY FM, NIC <br /> IE=11.9t (EX 8" PVC, N) <br /> IE-11.9i (EX 8" PVC, S) \ 42" CITY FM, NIC ■ <br /> \4 5 6 7 8 �� I ■ �� <br /> � <br /> EX LOADING DOCK, TYP <br /> ---- <br /> EX SDMH,PIP PER 68 WAREHOUSE <br /> \ \ J/ \ ■ _ <br /> \ © ELEVA TONS CONVERTED PTO N A DI88 `� -�--� <br /> RIM=15.74' <br /> \ I IE=9.24' KEYMAP <br /> N \I EX WAREHOUSE BLDG PER 2021 HEAR SURVEY,GROUND r-/ \ `�\ ■ <br /> \ N J 1 N ELEV AT MH=14.3'SUGGESTING A \ <br /> -- ----- ------ a / /12 POTENTIAL DISCREPANCY OF 1.4' \ \ ■Q0 Z <br /> 1 - '\ <br /> � _ 30' 0 30' 60' <br /> - x x �x x s 1N 1 \ 1 -� ■ 15' 45' <br /> a J , /�- _� � ■W SCALE: 1"=30' <br /> r 1 � <br /> \ I "� ( (� ■ I CALL 48 HOURS <br /> \\ l \ \ ■z BEFORE <br /> DIAL 809 DIG <br /> © I10 <br /> m r� \ I ` ■ = VERT DATUM: NAVD 88 <br /> \_ \\ \ \ N ■ CONV TO MLLW = NAVD88+2.03 <br /> \� HORZ DATUM: NAD 83/91 <br /> - �� L j 1 < W <br /> o <br /> W <br /> ® 10/25/2021 NW REVISED PER CITY COMMENTS. PROJECT ENGINEER: SCALE: PORT �F ������� DWG. N0. <br /> .. A 09/27/2021 NW REVISED PER RF1010 & WHSE p, N. WATSON 1" = 30' C4.2 <br /> GVL YARD DRAINAGE sA aQ 16p 9,�, <br /> ® 08/26/2021 NW REVISED PER CITY COMMENTS & `t t♦ ♦9/,�0�o DESIGNED BY: DATE: <br /> Port Of UPDATE ELEC BACKGROUND PER ="yR' J. BECKER 05/07/2021 N 0 R T 0 N TERMINAL DEVELOPMENT CIP NO, <br /> ADDENDUM 3 po'' <br /> EVERETT1q)ff DRAWN BY: CHECKED BY: « MTCA 3RD INTERIM ACTION 1-8-900-05 U <br /> ® 06/21/2021 NW ADDENDUM 3 'V K. EDWARDS, D. YU N. WATSON PROJECT <br /> N 1601 Sth Avenue,Suite 1300 10 os/21/2o2t NW ISSUED FOR BID 6 s�o14go ,� NO. MT-NT-2021-02.2 <br /> N P 0. BOX 538 Seattle,Washington98101 �� STORMWATER DETAIL PLAN <br /> N EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW �cJ bh APPROVED BY: O <br /> (425) 259-3164 (206)382-0600 Fax(206)382-0600 <br /> PROJECT NO.1600120 NO. I DATE I BY I REVISION NO. I DATE I BY I REVISION (1 OF 7) SHEET NO. 46 OF 150 LPL <br />