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PORT GARDNER BAY <br /> EAST WATERWAY OUTER HARBOR LINE <br /> NOTES <br /> EX BERTHING FLOAT <br /> _ INNER HARBOR LINE _ — 1. GEOGRID IS SHOWN WITHIN THE PAVEMENT BASE COURSE IN AREAS <br /> T WHERE EXISTING REMAINING FOUNDATIONS ARE WITHIN CLOSE <br /> / EX CORD STRUCTURE PROXIMITY TO THE PROPOSED PAVEMENT SUBGRADE. SEE SHEET G3.1 <br /> / —\ FOR FORMER BUILDING FOUNDATION FOOTPRINT AREAS. <br /> EX EX El <br /> ASPHAL/ CONC 0 EX RIPRAP SHORELINE <br /> / CONC BLOCK WHARF T WHARF EX WOOD DOCK 69 11 EX BARGE DOCK, PIP <br /> STORAGE AREA & <br /> X GGNG BLOCKS aS 69 o L E G E N D <br /> / EX BERM ° o �� <br /> L_�3 \ \�� HMA PAVEMENT R <br /> \ \ SINGLE LAYER GEOGRID v <br /> / EX TOP i / ° (SEE C3.21 FOR HORIZONTAL CONTROL) C3.21 C3.2 <br /> OF BANK <br /> HMA PAVEMENT C <br /> MULTI-LAYER GEOGRID <br /> (SEE C3.21 FOR HORIZONTAL CONTROL) C3.21 C3.2 <br /> a _ PAVEMENT GEORGRID <br /> / ..moo XX HORIZONTAL CONTROL POINT <br /> o= � (SEE C3.22 FOR GEOGRID HORIZONTAL CONTROL SCHEDULE) <br /> / EX DOCK <br /> / PLACE GEOGRID OVER EX SD EX ASPH ROAD ° oa— EX VEG� <br /> o EX BRUSH STRUCTURES. EXTEND GEOGRID 3' MIN o <br /> EX SAND ON ALL SIDES EXCEPT EXTEND TO EX a\o z <br /> FENCE ON NORTH SIDE.SEE SHT D1.6 I 76 75 ,\0 <br /> 1 / � w <br /> -- 1 / ❑ EX EX ROCK <br /> SUBSTATION \ \ `\ �BULKHEAD wl <br /> x x x \ \ 77 <br /> LAP <br /> (PORT OF® 2Di EX 12'WIDE HAUL / 50 51 54 78 \ \ (ONE-WAY)AD PROPE N,- <br /> EVERETT ROAD(ONE-WAY) ... <br /> ) � 2 � 61 <br /> 30 3' 62 <br /> 1'\. 1 3 18 U 82 79 80 ig 74 I- m -- ' <br /> i" <br /> 56 <br /> o/ ® vv vv v v vv v 55 <br /> FEDE AV w wTw \\\�\\\\ \ \\ 81 21 53 52 73 63 64 <br /> ss \ 20 3 <br /> 2 6� A EX WOOD WALL 13' <br /> 7 6 \ \ \ \ BELOW GROUND <br /> 57 <br /> u <br /> 3 4 5 6 7 � � \ \ ` 58 CITY OF EVERETT <br /> I \ ' � ' � = `\ `V A V A V A <br /> ---Ex Tonowc U o o \\ 48\ `\ ` `\\`\` \ \ PORT GARDNER <br /> DO Cl nP � 0 `\\\ `\`\\` 29 31 EX CDF- STORMWATER <br /> 49 47 \ \ \ r FILLED CB J FACILITY <br /> 23 22 EX SAND 32 \ +I <br /> \ \ \ <br /> 59 \ <br /> 24 25 ` \\\ 33 <br /> EX LOADING DOCK EX CAL <br /> J <br /> EX WAREHOUSE III `" 5 4 44 \ ` `\ \\ ` \ \ \ �\ 60 <br /> BLDc g "o �0 9 \ `\ \ \\ \`\\\ 28 \�`\ \\`\ \\\` 66 <br /> 26 \ `\ \\`\ \\`\ I � Z <br /> `\ \\`\\K\ E 35 80' 0 80, 1 60' <br /> 27 \\\\`\ \\`\\\\` `\ <br /> SAW m <br /> VEX 40' 120' <br /> ASPH I SCALE: 1"=80' <br /> \ WASTEWATER/STO MW R\\` \ `\ \\ \ \\ \ \ `\ \ \ \ ` ` 36 <br /> e E 13 EX DWO \ PIPELINE FASEME \ \ \ \ \ \ <br /> \ \ <br /> 1 ABOVE GRADE <br /> 1 w 12 EX CONC BLOCK <br /> 1 1 wow— I 17 16 BARRIER&GAS UTILI <br /> 182/8 — 41 400 39 72 <br /> -- 67 �� _ CALL48HOURS <br /> _ BEFORE YOU DIG <br /> j 38 - — 9 DIAL 811 <br /> o _ <br /> 68 <br /> m ___ EX HOPE PIPE o o N <br /> m�l ------_— ------- A ABOVE GRADE, PIPB—F PROPER YLINE �N VERT DATUM: NAVD 88 <br /> -- ---- _ 3 _ 0 A�/E CONV TO MLLW = NAVD88+2.03 <br /> �n a1M �a1M ---- e �� — HORZ DATUM: NAD 83/91 <br /> m m WEST MARINE VIE£ DRIVE(SR 529) A F G IF SHEET IS LESS THAN 22x34 <br /> 1� — W_ <br /> CL M M REDUCE SCALE ACCORDINGLY > <br /> fD PROJECT ENGINEER: SCALE: DWG. NO. W <br /> A. N. WATSON 1" = 80, PORT OF EVERETT C3.21 <br /> �1�1 p4��B�p�S DESIGNED BY: DATE: > <br /> 0 p� <br /> Port of "gs' >� J. BECKER 06/21/2021 NORTON TERMINAL DEVELOPMENT CIP No. H <br /> EVERETT DRAWN BY: CHECKED BY: MTCA 3RD INTERIM ACTION 1-8-900-05 V <br /> 1601 Sth Avenue,Suite 1300 3 ota a K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P.G. BOX 538 Seattle,Washington 98101 , �" APPROVED BY PAVEMENT GEOGRID <br /> No. MT—NT-2o21-02.2 <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0600 ® O6/21/2021 NW NEW SHEET stoxat 'o O <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION HORIZONTAL CONTROL SITE PLAN [SHEET No. 43 of ,49 LL <br />