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PORT GARDNER BAY <br /> EAST WATERWAY OUTER HARBOR LwE NOTES LEGEND <br /> EX BERTHING FLOAT <br /> _ INNER HARBOR LINE — 1. GEOGRID IS SHOWN WITHIN THE PAVEMENT BASE COURSE <br /> IN AREAS WHERE EXISTING REMAINING FOUNDATIONS ARE 9"ASPH PVIVT OVER 12"CSBC <br /> EX CONC STRUCTURE WITHIN CLOSE PROXIMITY TO THE PROPOSED PAVEMENT (APPROX 23.3 ACRES) <br /> \ SUBGRADE.SEE SHEET G3.1 FOR FORMER BUILDING <br /> FOUNDATION FOOTPRINT AREAS. <br /> / <br /> EX EX ° TEMPORARY 2"ASPH PVMT OVER 12" <br /> CONC EX RIPRAP SHORELINE <br /> ASPHALT/ ® CSBC THAT WILL BE PAVED TO THE FULL <br /> WHARF EX WOOD DOCK CONC BLOCK WHARF — � EX BARGE DOCK,PIP 9"DEPTH PVMT IN THE FUTURE <br /> STORAGE AREA <br /> X CONC BLOCKS �\ (APPROX 6.5 ACRES) <br /> �' 0 REEL EX 12"PVC/21"WOOD STAVE \ <br /> EX BERM OUTFALL WITH NEW 36"OUTFALL ` AREA BE DEVELOPED UNDER A <br /> IE=6.56' � TEMPORARY GRAVEL SURFACE(THIS <br /> / o o <br /> STORMWATER LIFT STATION SEPARATE FUTURE PERMIT) <br /> S <br /> CONTROL PANEL FUTURE MARITIME SITE_ .0 ACRE <br /> EX TOP A COMM POLE TYP FUTURE PIED SITE=0.60 ACRES <br /> REPL EX OUTFALL A / OF BANK� _.—_ FILL SLOPES=0.64 ACRES <br /> WITH NEW 18 OUTFALL <br /> TOTAL GRAVEL AREA=3.24 ACRES <br /> a/ o HIGH-FLOW STORMWATER ��HJ1' CEDE STORMWATER <br /> I BYPASS/LIFT STATION SYSTEM ~\NF TREATMENT SYSTEM HMA PAVEMENT SINGLE LAYER GEOGRID D <br /> (SEE C3.21 FOR HORIZONTAL CONTROL) C3.1 C3.2 <br /> OUTFALL A / 11 ® ggY7 gg O <br /> / EX DOCK HMA PAVEMENT <br /> MULTI-LAYER GEOGRID <br /> (SEE C3.21 FOR HORIZONTAL CONTROL) C3.1 C3.2 <br /> I LP1 LP2 LP3 <br /> o EX ASPH <br /> 1 / CARGO CONTAINEREX D L <br /> C3.1 C3.2 CONTAINMENT AREA SUBSTAT ON ' \\ \ \ OP EX ROCK r <br /> Y�' \ \\ \ ,\\\ \' on BULKHEAD wI <br /> TRENCH DRAIN,TYP <br /> DUNLAP 10x15' DUMPSTER& <br /> (PORT OF CONC GUTTER, YP RECYCLE AREA 10'x46' LONGSHOREMAN TRAILER $ n `/ � <br /> EVERETT) (FOR RESTROOM/SHOWER) U <br /> Ji. ® TD3 ® ® TD3 a ® p k <br /> O® —� 1801 C CON ETE GUTTER V A o 0 0 <br /> \ 4 PARKING STALLS <br /> op� l <br /> I\ � (1 ADA&3 STANDARD STALLS) <br /> m'LP5 V A <br /> - 6+00 7+00 A A V A V A A A <br /> \ \ <br /> FEDER AV Wei mrp1 <br /> LPe � a <br /> 2 \\\\\\\\\\ \ \ \\ 10'00 LONGSHOREMAN TRAILER 3 <br /> \\ \ \\ \ \\\\ \\\ (FOR BREAKROOM/OFFICE) <br /> 3.4'5 6 7 NT SOUTH GATE \ \\\\ \\\\ \\\\ \\\\ \ \\ \ I' o CITY OF EVERETT <br /> WAREHOUSE GATE \ \ \ \ \ \ \ \ \ \ <br /> --- v v v vv v vv PORT GARDNER <br /> Ex LOADING \ \ \ \ \ \ FUTURE MARITIME TENANT' STORMWATER <br /> DOCK, TYP m \ \ \\ \ \\ \ \ \ o <br /> \ \ \ <br /> \ \ \ FACILITY <br /> \ \ <br /> \ AGOINGLONG <br /> d0 PRIER <br /> WAREHOUSE TENANT C3.1 C3."� \ \ V A C3.1 C3.2 , <br /> ALONG ° <br /> \ \ \ \ Q <br /> LEASEHOLD \ \ <br /> \ FULL- V <br /> o I M \ \ \ \ \ Q <br /> `"JrI m <br /> FUTURE PUD SUBSTATION <br /> I EX LOADING DOCK <br /> \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \ r <br /> EX WAREHOUSE \ \\ \ \\ \ \\ \ \ \ \ \\ \ \\ \ \ EX GVL <br /> .I eLDc <br /> mcY \V v vv v vv A A V MIQ\ mq � _\ \ LP11 \\\\\\\\ \ I'','� \ `\\`I" LP12 \Q \RIC`�\ \�\` \\ LP13 ° Z <br /> ' V A A v v v v vv A \XV A\\\ 80' 0 80' 1 60' <br /> \ CONC GUTTER\N \ 710071 <br /> _ \ \ \ \ Ex <br /> HO DC 40' 20' <br /> ` \, 9I" T'P\ \ \ ASPH <br /> \ WASTEWATER/STORMW/ I'\ \\ \ \\ \ \\ \ \ D o <br /> e E SCALE: 1"=8O' <br /> \ \ PIPELINE EA S T \\\\\ \\\ \\\\ \\\\\\\\\\\ \ \ \ \ \ ANC C3.1 C3.2 <br /> � w T— <br /> w CALL 48 HOURS <br /> -- <br /> - BEFORE YOU DIG <br /> _ GUARD DIAL 811 oo <br /> SHACK <br /> IEX HDPE PIPE <br /> VERT DATUM: NAVD 88 <br /> zmm 11 ------- ----- ABOVE GRADE, PIP PROPERTY LINE <br /> ———— -------- — —— �N — NAVE CONV TO MLLW = NAVD88+2.03 <br /> aM am ---- --- HORZ DATUM: NAD 83/91 <br /> WEST MARINE VIEW DRIVE a <br /> m rtl (SR 529) . f IF SHEET IS LESS THAN 22x34 W <br /> a ° M m` M° ° 26 REDUCE SCALE ACCORDINGLY > <br /> !D PROJECT ENGINEER: SCALE: <br /> A. N. WATSON 1" = 80' PORT OF EVERETT DWG. N0. <br /> C3.1 <br /> �l�qS p4 T�2N�.'dl DESIGNED BY: DATE: <br /> Port of1q a�5° ��� BECKER os/o�/2oz1 NORTON TERMINAL DEVELOPMENT CIP No, H <br /> EVERETT DRAWN BY: CHECKED BY: « MTCA 3RD INTERIM ACTION 1-8-900-05 V <br /> 1601 5th Avenue,Suite 1300 srota K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P.O. BOX 538 Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY RENEWgys .a� PAVING OVERALL PLAN NO. MT-NT-2021-02.2 <br /> EVERETT, WA 98206 APPROVED BY: <br /> N O <br /> (425) 259-3164 (206)382-0600 Fax(206)382-0500 <br /> PROJECT NO.1600120 NO. I DATE BY REVISION NO. DATE BY I REVISION SHEET NO. 29 OF 149 LL <br />