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C2.1 <br />PORT GARDNER BAY <br />EAST WATERWAY <br />/ <br />° <br />T-CP-01CNC <br />SOOR, <br />REPL EX OUTFALL A / COMM POLE, TYP <br />(SEE SHEET C4. <br />OUTFALL A ° <br />HEWITT TERMINAL EVERETT SHIP <br />(PORT OF EVERETT) REPAIR / <br />(PORT OF EVERETT) / <br />x • \ 1 / <br />DUNI \ <br />x (PORT OF F GUARD SHACK <br />FEDERAL AVE - - - - - - - - - - - - - - - EVERETT) c2. c3 WITH RESTROOM <br />NT-TD-O"• <br />EX SECURITY FENCE o �• NT SOUTH GATE & <br />tp '10 ® ^ °� e ° T-LP-2 WAREHOUSE GATE o <br />3+ <br />-- <br />of <br />OF - - OF <br />1 EX PP, PIP <br />10� EXFH& <br />BOLLARD, PIP J <br />\ EX PP& <br />I \ <br />-- 1 ANT-HML-05^ 1 <br />7+OD 7+ 3 <br />1 596' 1 <br />km 1 <br />F'm- 1 1 <br />C__________� <br />--_ GUY WIRE, PIP CN I A <br />i----- I C2.1, C3.3 C3.11 <br />EX WAREHI E PARKING \ \ T <br />.e <br />EX COE PUMP STATION \ \ \ 1 <br />I' <br />1 <br />1 <br />1 <br />(VACANT-CURR NJ;LY NOT IN USE) \ <br />EX WAREHOUSE BLDG <br />HEIGHT = 78.5' <br />FOOTPRINT = 131,820 SF <br />Ina <br />NT-HML-01 <br />CONC GUTTER, TYP <br />0 O <br />C2.1 C2.2 WAREHOUSE TENANT <br />LEASEHOLD <br />A SECURITY <br />C2.1 C 6.4 FENCE, TYP <br />5 <br />107' <br />e i l6l <br />- -=COMM POLE, TYP - <br />DEMO & REPL EX OUTFALL M <br />03 (SEE SHEET C4.1) \ <br />0 � <br />REPL EX 12" PVC/21" WOOD STAVE <br />@b PLAM OUTFALL WITH NEW 36" OUTFALL PORT GARDNER BAY <br />NT-CP-02 ® IE=6.56' <br />STORMWATER LIFT <br />EAST WATERWAY <br />� <br />STATION CONTROL PANEL <br />0 ` <br />O \ <br />®o 12 CESF STORMWATER <br />° <br />CARGO CONTAINER <br />TREATMENT SYSTEM <br />CONTAINMENT AREA <br />F;� <br />C2.1 C2.3 <br />NT-TD-02 NT-C <br />1I <br />V <br />HIGH -FLOW STORMWATER <br />_ <br />; <br />"' <br />C2.1 C2.4 <br />BYPASS/LIFT STATION SYSTEM <br />_' <br />�:.`..:., <br />NT-HML-02 <br />HIGH LIGHT <br />POLE NT-HML-03 I <br />- ML- <br />-MAST <br />] <br />F <br />& FIRE HYDRANT, <br />TYP 1 <br />1 <br />o"',$: i';.: •. <br />145' <br />EX P D <br />__ <br />_ <br />SUBSTATION <br />REMOVABLE FENCE <br /><.. <br />ON EAST SIDE <br />TRENCH DRAIN, TYP <br />DUMPSTER <br />DUMPS' <br />0 <br />& <br />° <br />NT P 30 <br />° <br />RECYCLE AREA <br />- - <br />��.. <br />ML-06 <br />NT- <br />3 <br />C2.1DC3 4' <br />4D' <br />s <br />EX. <br />NT-HML <br />CONC GUTTER, TYP <br />Z <br />C2.1, C3.3 C3.12 <br />(BASIS GTWEST MARINE VIEW DRIVE (SR 529) <br />LEGEND NOTES m KEY NOTES <br />51 75' HIGH -MAST LIGHT POLE (SEE S1.1) 1. SITE AREA: <br />o.0 30' LOW -MAST LIGHT POLE (SEE S1.2) LANDWARD OF OHW = 1,985,647 SF (45.6t AC) <br />WATERWARD OF OHW = 548,392 SF (12.6t AC) <br />PAVEMENT PHASING: TIDELANDS = 509,282 SF (11.7t AC) <br />TOTAL = 2,534,039 SF (58.2t AC) <br />\ 9° ASPH PVMT OVER 12$' CSBC <br />(APPROX � ACRES AND APPROX 1.95 ACRES FOR FUTURE MARITIME TENANT) 2. SITE BUILDING COVERAGE: <br />29.8 EXISTING WAREHOUSE FOOTPRINT = 131,820 SF <br />TEMPORARY 2„ .SP11 PVMT GVER 12 8x15' GUARD SHACK = 120 SF (DEFERRED SUBMITTAL) <br />\GSBG T' 19 WILL BE PANED TO T' 2 - 10'x20' SECURITY SHACKS = 400 SF (FUTURE - NIC, SEE DETAIL 1, C2.2) <br />DEPT'' PVMT IN T� FUTURE <br />10$x30' LONGSHOREMAN TRAILER FOR BREAKROOM/OFFICE = 300 SF (DEFERRED SUBMITTAL) <br />(APPROX 6.5 ACRES} TEMPORARY 2" PVMT NOT USED 10'x46' LONGSHOREMAN TRAILER FOR RESTROOM/SHOWER = 460 SF (DEFERRED SUBMITTAL) <br />SITE BUILDING COVERAGE = 6.7% <br />TEMPORARY GRAVEL SURFACE THAT WILL BE PAVED IN THE FUTURE[(131,820+120+400+300+460)/1,985,647] <br />® 12/02/2021 JB DELETE ECOLOGY BLOCK WALL, <br />Port of <br />ADD EX WITS GRAVEL PAD <br />CONTOURS AND UPDATE FINAL <br />GRADES & PAVEMENT COORDINATES <br />12/02/2021 NW 2-INCH TO 9-INCH PVMT <br />o I NT-CP-11 <br />NT-HML-07 <br />NT-TD-05 <br />NT- <br />U 39 PORT PROVIDED BLOCKS (2'Wx2'Hx6'L) w/NO GAP BETWEEN <br />BLOCKS PLACED ALONG LANDWARD FACE OF EX ROCKERY. <br />O2 11 PORT PROVIDED JERSEY BARRIERS (2'WX2'-6"HX12'-6"L) <br />W/NO GAP BETWEEN BARRIERS PLACED AT 2' OFFSET FROM <br />SECURITY FENCE. <br />O3 51 PORT PROVIDED BLOCKS (2'WX2'HX6'L) W/NO GAP BETWEEN <br />BLOCKS PLACED ADJACENT TO SECURITY FENCE. <br />O4 22 PORT PROVIDED BLOCKS (2'-6'$WX2'-4"HX5'L) W/42$' MAX <br />GAP BETWEEN BLOCKS PLACED ADJACENT TO CONC GUTTER. <br />EyERm0 <br />07/09/2021 <br />NW <br />ADDENDUM 1 <br />� <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />1601 5th Avenue, Suite 1300 <br />h <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />© <br />06/29/2022 <br />NW <br />SUBSTATION SITE DEVELOPMENT <br />P 0 BOX 538 <br />Seattle, Washington 98101 <br />DO <br />D5/D7/�0�1 <br />NW <br />FOR CITY REVIEW <br />�5 <br />2 <br />D4/D8/�0« <br />NW <br />MARITIME TENANT SITE DEVELOPMENT <br />EVERETT, WA 98206 <br />T, WA 98 <br />(206) 382-0600 Fax (206) 382-0500 <br />No. <br />DATE <br />BY <br />REVISION <br />No. <br />DATE <br />BY <br />REVISION <br />EVES) <br />PROJECT NO. 1600120 <br />• T-TD-O T-TD-O ' l TwL - 1 \ <br />)-03 ° <br />m� <br />NT-HML-08 <br />1199' <br />NT-HML-12 <br />s c G <br />NT-HML-13 <br />I 1 <br />m� C2.1 C3.141 <br />NT-HML-09 <br />%�___ 242' <br />N HML-1 <br />-0 NT-TD-O • <br />NT-HML-14 <br />115 <br />T-TD • 1 <br />NT NORTH GE <br />I � <br />NT-C <br />I <br />=C2.1 , C3.3, C4.11 C3.1 <br />c cy <br />O 25 PORT PROVIDED BLOCKS (2'-8"WX3'HX5'-7"L) W/NO GAP <br />BETWEEN BLOCKS PLACED ADJACENT TO SECURITY FENCE WALL. <br />O6 3 PORT PROVIDED BLOCKS (2'-8"WX3'HX5'-7"L) W/NO GAP <br />BETWEEN BLOCKS PLACED ADJACENT TO PVMT EDGE. <br />O 7 PORT PROVIDED JERSEY BARRIERS (2'Wx2'-6'$Hx12'-6$'L) w/NO <br />GAP BETWEEN BARRIERS PLACED ADJACENT TO PVMT EDGE. <br />(8 NOT USED <br />PROJECT ENGINEER: <br />SCALE: <br />tECORD CONDITIONS <br />N. WATSON <br />1 " = 100' <br />ILLUSTRATED IN THESE <br />'CANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />INFORMATION <br />'ROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />ONTRACTOR. RECORD <br />:ONDITIONS WERE NOT <br />APPROVED BY: <br />/ERIFIED BY ENGINEER. <br />-LP=21 <br />7� I <br />iV <br />o <br />0 <br />CITY OF <br />e T LP- <br />GARDNER <br />EVERETT PORT <br />_ GARDNER <br />op- <br />STORMWATER <br />FACILITY <br />II <br />T <br />LP <br />34 <br />C2.1�C2.2 <br />�1�9 NOT USED <br />10 NOT USED <br />11 NOT USED <br />12 10 CONTRACTOR FURNISHED, PAINTED BLOCKS (2'Wx2'Hx6'L) <br />w/42$'MAX GAP BETWEEN BLOCKS. <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />OVERALL SITE PLAN & <br />HORIZONTAL CONTROL <br />CALL48 HOURS <br />BEFORE YOU DIG <br />DIAL 81 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />DWG.No. C2.1 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021 -02.2 <br />SHEET NO. 23 OF 150 <br />Z <br />3 <br />�a <br />0 <br />0 <br />0 <br />U <br />W <br />