2600 FEDERAL AVE 2021 Plans 2025-09-29 (2)

PORT GARDNER BAY EAST WATERWAY DEMO&REPL EX OUTFALL M / (SEE SHEET C4.1) \ � REPL EX 12"PVC/21"WOOD STAVE CP02 0 OUTFALL WITH NEW 36"OUTFALL PORT GARDNER BAY / 01 CONC LOCK o IE=6.56' EAST WATERWAY REPL EX OUTFALL A / �COMM POLE,TYR STORA E ARE E STORMWATER LIFT (SEE SHEET C4.1) ,„ STATION CONTROL PANEL \ � � 1 OUTFACE A ° 12 CESF STORMWATER 1 \ / I CARGO CONTAINER +� TREATMENT SYSTEM CONTAINMENT AREA 'CP C2.1 C2.3 HIGH-FLOW STORMWATER „q C2.1 C2.4 HEWITT TERMINAL EVERETT SHIP BYPASS/LIFT STATION SYSTEM ---- , z (PORT OF EVERETT) REPAIR 2 r�3 j 1 �` - - 1O'x4s LONGSHOREMAN / HIGH-MAST LIGHT POLE" J TRAILER (FOR (PORT OF EVERETT) &FIRE HYDRANT,TYR 7 - 1 / ° l RESTROOM/SHOWER) EX P D x7 PO4' a I 45 j % SUBSTATION Q - a City of Everett / REMOVABLE FENOE i EVERETT RBVI@Wed for Permit 10I26/2021 ° 4 PAR STALLS ..,.�,o. DUNLA - ON EAST SIDE (PORT OF /- CONC GUTTER, TYR TRENCH DRAIN,TYR 10'x15' DUMPSTER &3 STANDARD STALLS) NTE =T GUARD SHACK &RECYCLE AREA --- 1 P �EDORs �.., \_ FEDERAL AVE WATERMAIN EXTENSION, EVERETT) C3, WITH RESTROOM - , j� \I - 2 SEE SHT C5.2 D4 o M 1 H H EX SECURItt FENCE o NT SOUTH GATE & TD3 TD3 P 1 1 L�20 WAREHOUSE GATE 1 I I H BPSL�L I 1 I $$ t o 3+00 6+ 7+00 _ a x0 - 7+ 3 op 1 : l � 6 M �LP�7 L 8 Pg C2.1 C3.141 I EX PP, PIP I 596' 1 1199' LP10 I 242 oo •EX PH & I I o __ 10'x3O' LONGSHOREMAN TRAILER �� I^ BOLLARD, PIP C 1 1 1 I 3 ALONG BLOCK BARRIER (FOR BREAKRO /OFFICE) rII RE II I ITIVE TINANT ------------ -- � � �� t�� • ALONG EDGE OF � CPO5 TO PVMT EX PP& � D J _ GUY WIRE, PIP- C A 1 C21 3 9 C2.1 C�� C2.1 C3.14 r� ---- C21, C3.1 C3.11 \\ \ C2.1 C2.2 WAREHOUSE TENANT TD5 • • • \ TF \ $ LEASEHOLD FUTURE POD SUBSTATION EX WAREHOUSE BLDG SECURITY 30'WIDE ASPH TRANSITION RAMP ( FENCE.TYP 4 AT 5%SLOPE,TYR 3 LOCATIONS CITY OF \ 'I HEIGHT = 78.5' C2.1 C6.5 EVERETT PORT FOOTPRINT = 131,820 SF ma. mn FUTURE RR SIDING EX WAREH(�U E PARKING \ ••LI LP11 LP12 TRACK 2 NIC LP1 LP14 _ GARDNER zzo STORMWATER (VACANT-CURREN�Y NOT IN USE) \\ •I 5 4' HIGH CONC BLOCK WALL FUTURE RR SIDING 10 \ w/SECURITY FENCE ON TOP CONC GUTTER,TYP TRACK 1 NIC FACILITY M ----�\ 107' _ \ \ 1 $ EX COE PUMP STATION \� 1 I cPo• G CPO �i r _ I IC2.1 C3. T 1 xPO(ik-o� 11 1 LP 21 d NTI NO H GA 1x COMM POLE,TYR E 3 -1-CP07 I �00 __ I i --------------------- B -- - 2.1C3 ---_C2.1�, C3.1 C3.1 1 3 e1� �T ( AVE• � z -- -� ___ v - 100' 0 100' 200' C2.1, C3.1 C3.12 --___ WEST MARINE VIEW DRIVE(SR 529) _ 50' 150' 1 LEGEND NOTES KEY NOTES C2.1G2.2 - SCALE: 1"=100' 51 75'HIGH-MAST LIGHT POLE(SEE 51.1) 1. SITE AREA: O1 39 PORT PROVIDED BLOCKS(2'Wx2'Hx6'L)w/NO GAP BETWEEN E5 25 PORT PROVIDED BLOCKS(2'-8"Wx3'Hx5'-7"L)w/NO GAP E9 44 CONTRACTOR FURNISHED,PAINTED BLOCKS(2'Wx2'Hx6'L) LANDWARD OF OHW= 1,985,647 SF(45.6±AC) BLOCKS PLACED ALONG LANDWARD FACE OF EX ROCKERY. BETWEEN BLOCKS PLACED ADJACENT TO SECURITY FENCE WALL. w/NO GAP BETWEEN BLOCKS ALONG EDGE OF FULL-DEPTH CALL 48 HOURS 0•0 30'LOW-MAST LIGHT POLE(SEE S1.2) WATERWARD OF OHW=548,392 SF(12.6f AC) PVMT. TIDELANDS=509,282 SF(11.7i AC) E2 11 PORT PROVIDED JERSEY BARRIERS(2'Wx2'-6"Hx12'-6"L) E6 3 PORT PROVIDED BLOCKS(2'-8"Wx3'Hx5'-7"L)w/NO GAP BEFORE YOU DIG PAVEMENT PHASING: TOTAL=2,534,039 SF(58.21:AC) w/NO GAP BETWEEN BARRIERS PLACED AT 2'OFFSET FROM BETWEEN BLOCKS PLACED ADJACENT TO PVMT EDGE. IS 33 CONTRACTOR FURNISHED,PAINTED BLOCKS(2'Wx2'Hx6'L) DIAL 811 ■ SECURITY FENCE. w/NO GAP BETWEEN BLOCKS ALONG EDGE OF FULL-DEPTH 00 9"ASPH PVMT OVER 12"CSBC 2. SITE BUILDING COVERAGE: E7 7 PORT PROVIDED JERSEY BARRIERS(2'Wx2'-6"Hx12'-6"L)w/NO PVMT. (APPROX 23.3 ACRES) EXISTING WAREHOUSE FOOTPRINT(DEFERRED SF Sx E51 PORT PROVIDED BLOCKS(2'Wx2'Hx6'L)w/NO GAP BETWEEN GAP BETWEEN BARRIERS PLACED ADJACENT TO PVMT EDGE. VERT DATUM: NAVE) 88 GUARD SHACK=120 SF(DEFERRED SUBMITTAL) BLOCKS PLACED ADJACENT TO SECURITY FENCE. 11 1 CONTRACTOR FURNISHED,PAINTED BLOCK(2'Wx2'Hx6'L)ALONG TEMPORARY 2"ASPH PVMT OVER 12"CSBC THAT WILL BE PAVED TO THE 2-10'x20'SECURITY SHACKS=400 SF(FUTURE-NIC,SEE DETAIL 1,C22) E8 22 CONTRACTOR FURNISHED,PAINTED BLOCKS(2'Wx2'Hx6'L) EDGE OF FULL-DEPTH PVMT. CONY TO MLLW = NAVD88t2.O3 FULL 9"DEPTH PVMT IN THE FUTURE 10'x3O'LONGSHOREMAN TRAILER FOR BREAKROOM/OFFICE=300 SF(DEFERRED SUBMITTAL) E4 22 PORT PROVIDED BLOCKS(2'-6"Wx2'-4"Hx5'L)w/42"MAX w/NO GAP BETWEEN BLOCKS ALONG EDGE OF FULL-DEPTH HONV DATUM: NAD AVD8 (APPROX 6.5 ACRES) 10'x46'LONGSHOREMAN TRAILER FOR RESTROOM/SHOWER=460 SF(DEFERRED SUBMITTAL) GAP BETWEEN BLOCKS PLACED ADJACENT TO CONC GUTTER. PVMT. 12 10 CONTRACTOR FURNISHED,PAINTED BLOCKS(2'Wx2'Hx6'L) 3/91 SITE BUILDING COVERAGE=06.7%)/1 w/42"MAX GAP BETWEEN BLOCKS. _W TEMPORARY GRAVEL SURFACE THAT WILL BE PAVED IN THE FUTURE [(131,820+120+400+300+460)/1,985,647] IF SHEET IS LESS THAN 22x34 REDUCE SCALE ACCORDINGLY PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0. W 0 p. � N. WATSON 1" = 100' C2.1 �� or>rAsg 9a R�et6 , .YEA JxO DESIGNED BY: DATE: PortTof =� �y J. BECKER o5�07�202, NORTON TERMINAL DEVELOPMENT CIP No. E�{�D{� 1Tff DRAWN BY: CHECKED BY 1-H-9OO-05 Li�U•`J & MTCA 3RD INTERIM ACTION C) 1601 5th Avenue,Suite 1300 0 06/21/2021 NW ADDED NOTES s7ot4 K. EDWARDS, D. YU N. WATSON PROJECT P.O. BOX 538 Seattle,Washington 98101 � OVERALL SITE PLAN & NO. MT-NT-2021-02.2 O EVERETT, WA 98206 ® OS/07/2021 NW FOR CITY REVIEW �yyXaNeL Eya� •y APPROVED BY: (425) 259-3164 PROJECT NO.B1600120Z06)382-0500 NO. DATE BY REVISION NO. DATE BY REVISION �' HORIZONTAL CONTROL SHEET NO. 23 OF 149 LL