Laserfiche WebLink
PORT GARDNER BAY <br /> EAST WATERWAY OUTER HARBOR LINE <br /> EX BERTHING FLOAT <br /> _I�NFR HARBSR1NL <br /> EX DEMO REPL EX OUTFACE M <br /> STRUCTUUCTU RE (SEE SHEET <br /> EET C4.1)EX EX I <br /> / - <br /> / p ASPHALT CONC 0 EX RIPRAP <br /> / WHARF WHARF EX WOOD DOCK J,� SHORELINE EX BARGE DOCK, <br /> X CONC BLOCKS D PROTECT-IN-PLACE `\ <br /> REPL EX 12"PVC/21"WOOD STAVE <br /> EX TOP <br /> EX BERM e OUTFALL WITH NEW 36"OUTFALL \ <br /> / �.� i `yp TRAI ARE + PORT GARDNER BAY <br /> STORMWATER LIFT EAST WATERWAY a <br /> (SEE SHEET C4.1)A /REEL EX OUTFALLOF BANK COM POLE TYP E <br /> o" �— STATION CONTROL PANEL R<'ZoE <br /> = o CESF STORMWATER \ ` <br /> PROPOSED OUTFACE A � TREATMENT SYSTEM CARGO CONTAINER o \I <br /> CONTAINMENT AREA <br /> TD-1 TD-2 = <br /> 4 O/ b RG <br /> HEWITTTERMINAL Ex DOCK �► HIGH FLOW SS ION ER <br /> EVERETT SHIP � BYPASS/LIFT sT AnoN sysrEM } Iw <br /> DUNLAP <br /> (PORT OF EVERETT) REPAIR PORT TRAILER LONGSHOREMAN <br /> 1 LP2 P3 I� <br /> PORT OF EVERETT ( OF LP/ o LP HIGH-MAST LIGHT POLE X R AD TRAILER (FOR <br /> ( ) BULKHEAD EVERETT) / o / FIRE HYDRANT,TYP EX ROCK <br /> - ® � RESTROOM/SHOWER) Iw <br /> WATERMAIN EXTENSION, j 1 145 EX P D <br /> PVMT RESTORATION TO Is <br /> O SUBSTATION 4 <br /> MATCH EX GRADE WllBASIN IV} ON EAST REMOVABLE FENCE SIDE - � <br /> APPROX LOCATION OF STORMFI TER1 CONC GUTTER,ttP TRENCH DRAIN,TYP Q <br /> (48" DI } 10'x15' LE AREA <br /> FUTURE MODULAR WETLAND h WITH GUARD SHA K RECYCLE AREA PROPOSED~ -` - <br /> BY CITY FOR TREATMENT OF WITH RESTROOM f SSFM SHU-OFF VAULT, INTERCEPTOR fRry <br /> FEDERAL AVE DRAINAGE TD-4 - SEE DETAI 3 ON C5.21 ` TRENCH 4�Nf <br /> t— CB ROUTED T STD-3 TD- <br /> s ® STORMFILTER plo;r <br /> NT SOI�TH GATE & b ° ° ° 0 4 <br /> WAREHOUSE GATE 4 PARKING STALLS <br /> } kSLPS (1 ADA&3 STANDARD STALLS) $" <br /> ® o LP6 <br /> _ _ LP7 P8 Ih <br /> L LP9 LP1 I 3 <br /> FIE EX CB, TYP o } <br /> ® ° ° EX SAND BERM <br /> 9 4 b 5 7 CONC BLOCK BARRIER $ <br /> \ °s °sue DOCK, TYP EX LOADING W/REFLECTIVE POLES <br /> 10'x30'LONGSHOREMAN TRAILER EX BERM <br /> --- ALONG EDGE OF (FOR BREAKROOM/OFFICE) <br /> FULL-DEPTH PVMT FUTURE MARITIME TENANT <br /> \ <br /> \ — WAREHOUSE TENANT <br /> \� , V -, I LEASEHOLD }g TD 5 .._,.,0 <br /> FUTURE PUD SUBSTATION <br /> BASIN A EX LOADING SECURITY o- b , <br /> a I DOCK FENCE,TYP 30'WIDE ASPH TRANSITION AMP <br /> EX WAREHOUSE BLDG AT 5%SLOPE,TYP 3 LOCATIONS } EX GVL J CITY OF <br /> \ HEIGHT = 78.5' f o } EVERETT PORT <br /> —� FOOTPRINT = 131,820 SF LP�11 P°12 LP13 LP4 -► GARDNER <br /> EX WAREH�EE PARKING \ TO EX DWO BELOW GRADE <br /> (VACANT-CURRENTLY NOT IN USE) �� �_CONC BLOCK WALL_ PROTECT-IN-PLACE TRACK IDING EX L EX STORMWATER <br /> \ CONC GUTTER,TYP � GUARD ASPH FACILITY <br /> \\ EX FENCE WASTEWAT /STORMWATER SHACK <br /> \ PROTECT-IN-PLACE EX DWO FUTURE RR SIDING <br /> 1 ABOVE GRADE PIPELINE E SEMENT TRACK 1 NIC <br /> EX COE PUMP STATION <br /> NT NOxH GA <br /> x <br /> Ex DWO ABOVE G A <br /> 1 --- F 7 p PROTECT-IN-PLACE <br /> --------------- PROPERTY .o <br /> 1 EX PHEREROTECT-IN <br /> PIPE ABOVE GRADE,_ p --- LINE ►���AVE Z W <br /> 1 ------ (aAn ------� <br /> PROTECT-IN-PLACE 3 <br /> - 100' 0 100 200' <br /> WEST MARINE VIEW DRIVE(SR 529) mI <br /> ------ <br /> LU <br /> LEGEND j j NOTES ----- SCALE: 1"=100'o so' <br /> LP1 75'HIGH-MAST LIGHT POLE o— TRENCH DRAIN SLOPE DIRECTION 1. SITE AREA: <br /> LANDWARD OF OHW=1,985,647 SF(45.6t AC) <br /> 0.0 30'LOW-MAST LIGHT POLE f PIPE SLOPE DIRECTION WATERWARD OF OHW=548,392 SF(12.6t AC) Z <br /> TIDELANDS=509,282 SF(11.7J:AC) <br /> r —1BASIN A ON-SITE TOTAL=2,534,039 SF(58.2t AC) W <br /> L J (APPROX AREA 4.11 ACRES) 1 C <br /> T 2. SITE BUILDING COVERAGE: C <br /> r —1 BASIN BASIN BOUNDARY BASIN A OFF-SITE � � � � EXISTING WAREHOUSE FOOTPRINT=131,820 SF W <br /> L J (APPROX AREA 0.16 ACRES) + 8x15'GUARD SHACK=120 SF(DEFERRED SUBMITTAL) a/ <br /> 2-10'x20'SECURITY SHACKS=400 SF(FUTURE-NIC) <br /> TOTAL OUTFACE A STORMFILTER 10'x30'LONGSHOREMAN TRAILER FOR BREAKROOM/OFFICE=300 SF(DEFERRED SUBMITTAL) VERT DATUM: NAVD 88 <br /> BASIN AREA=0.36 AC 10'x46'LONGSHOREMAN TRAILER FOR RESTROOM/SHOWER=460 SF(DEFERRED SUBMITTAL) �y <br /> (ON—SITE PGIS=0.20 AC V SITE BUILDING COVERAGE=6.7% CONV TO MLLW = NAVD88+2.03 <br /> R/W+DUNLAP PGIS=0.16 AC) [(131,820+120+400+300+460)/1,985,6471 HOR7 DATUM: NAD 83/91 W <br /> r , BASIN M=CESF BASIN <br /> L J (APPROX AREA 39.40 ACRES) IF SHEET IS LESS THAN REDUCE SCALE ACCORDINGLY 4 LW <br /> PROJECT ENGINEER: SCALE: <br /> N0.DWG. FIG 2 <br /> A� A. Jy9 N. WATSON 1" = 100' PORT OF EVERETT G � <br /> �1�ti6 QY fdy�� T� DESIGNED BY: DATE: Z <br /> Port <br /> ToMfM ="�� _' "� J. BECKER 05/07/2021 NOQRTON TERMINAL DEVELOPMENT GIP NO. Q <br /> E�/� DRAWN BY: CHECKED BY: MTCA 3RD INTERIM ACTION 1-8-900-051q)ff N <br /> r i■ 10 08/26/2021 NW UPDATED PER CITY 8-16-2021 <br /> 1601 5th Avenue,Suite 1300 coMMENTS. 'A'37014 K. EDWARDS, D. YU N. WATSON PROJECT m <br /> P.O. BOX 538 Seattle,Washington98101 ® 05/07/2021 NW ISSUED FOR SUBSTANTIVE �° Rdctsxsa ,�,: OVERALL STORM DRAIN NO. MT-NT-2021-02.2 <br /> REQUIREMENTS REVIEW. �sT�sy gA� APPROVED BY: <br /> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 ° ♦/1 <br /> (425) 259-3I 64 PROJECT NO.1600120 NO. DATE BY REVISION No, DATE BY REVISION y\ BASIN PLAN SHEET NO. 1 OF XX A <br />