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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 CONC STRUCTURE PROXIMITY TO THE PROPOSED PAVEMENT SUBGRADE.SEE SHEET G3.1 <br /> \ FOR FORMER BUILDING FOUNDATION FOOTPRINT AREAS, <br /> EX EX <br /> / CONC Q EX RIPRAP SHORELINE <br /> ASPHAL <br /> / CONC BLOCK WH RFT WHARF EX WOOD DOCK dp EX BARGE DOCK, PIP <br /> STORAGE AREA F 0 <br /> X CONC BLOCKS 6p o LEGEND <br /> EX BERM ° o ��\ <br /> / HMA PAVEMENT <br /> SINGLE LAYER GEOGRID <br /> / EX TOP i / (SEE C3.21 FOR HORIZONTAL CONTROL) C3.21 C3.2 <br /> OF BANK y <br /> HMA PAVEMENT <br /> / :� / i.9Hy, MULTI-LAYER GEOGRID o R <br /> F NF (SEE C3.21 FOR HORIZONTAL CONTROL) C3.21 C3.2 <br /> PAVEMENT GEORGRID <br /> �o XX EC3.22 HORIZONTAL N FOR <br /> TROL POINT <br /> (S GEOGRID HORIZONTAL CONTROL SCHEDULE) <br /> 4 <br /> 0 3 <br /> o' <br /> / EX DOCK <br /> / PLACE GEOGRID OVER EX SD EX ASPH ROAD op <br /> EX VEG� <br /> o ( EX BRUSH STRUCTURES.EXTEND GEOGRID 3' MIN o <br /> m <br /> ON ALL SIDES EXCEPT EXTEND TO EX <br /> SAND— — FENI N6RTH SIDE—SEE SHT�t.6 I 75 76 0P z <br /> 1 , EX PUDEX ROCK <br /> \oa <br /> 1 SUBSTATION \ \ <br /> \\ ��o BULKHEAD wl <br /> DU 83 84 89 90 x x \ \ \ 77 PR0 <br /> 78 \ EX HAUL ROAD E <br /> tot 50 51 54 ONE-WAY <br /> (PORT T 3 18 EX 1z' NE HAUL 93 95 <br /> EVERETT 2 ROAD(ONE-WAY) <br /> 86 19 30 3' 61 94 <br /> 1 82 79 80 \ 91 74 ---- --- I <br /> I i 1 62M M <br /> ffi56 <br /> M _ \\ \\\ \\\\ \\ \\ 88 87 <br /> 55 <br /> FED ER AVE \\\ 8 53 52 73 163 64 <br /> w wTw 85 \ \ \ 21 <br /> 2 00 \ \ 20 EX WOOD WALL 13' <br /> 7 6 \ \ \\\ \ \ BELOW GROUND -- <br /> I 57 I, <br /> EVER <br /> 3oocK�AnPc = o \ \ 48\ \ \\ \ \ \\ \\ CITY OF ARDNETT <br /> \ \ \ \ \ 58 <br /> I---------- ❑ \ X; <br /> PORT GARDNER <br /> ® �o = o \\\ \\ \ 29 31 EX CDF- STORMWATER <br /> 49 47 \ \ \ \\ \ r FILLED OF FACILITY <br /> O \ \\\ \ \\\\\\\\ \\\ 23 22 EX SAND 32 \ +I <br /> I 46 \ \\ \ \\ \ \ 59 \ - <br /> oC, <br /> 24 <br /> EX LOADING DOCK f Z O= O= = 45 \ \ \\\\ \\\\ \\ \\\\ \ <br /> \ \ \ \ \ \ \ \ \ \ \\ 65 EX GVL <br /> Ex wBRpG usE 8 I �0 5 4 44 \\\\\\\ \\\\\\\\ 28 \\\\ \\\\\\ \\\ 60 I 66 e <br /> J 9 14 5 \\\\ \\\ \\\\ \ 26 <br /> NONNI <br /> - v v v v v <br /> 43 \\\\ \ \ A\ \ \ \\ \ \ �\-\ \ 35 <br /> 80' 0 80' 160' <br /> 27 <br /> 42 \\ \ \\ \ \ \\ \ \ \ \ \\\ \\ 40' 120' <br /> 11 \ \ \ \ \ \\ \ \\\ \ \ \ \\ \ \ \ ASPH EX SCALE: 1"=80' <br /> \ WASTEWATER/STO MW \ \ \\ \ \ \ \ \ \\ \ \\ \ \ 36 o <br /> a 13 PIPELINE EASEME \ \ \ \ <br /> 1 <br /> E <br /> e EX DWO \ \ \ \ \ { <br /> 1 ABOVE GRADE \ \\ \ \ \ \\ \\\ \\ \ $ <br /> 1 w 12 EX CONC BLOCK \ \ <br /> w <br /> 1 "mow 17 16 BARRIER&GAS UTI LI \ \ \ \ 37 <br /> • b <br /> 4 o 0 \�•-• __�� I � PI CALL 48HOURS <br /> _ <br /> ° 39 38 �'• '• 97 E ARD BEFORE DIAL <br /> DIG <br /> _ EX HOPE PIPE -�--�_y�= <br /> ABOVE GRADE, PIP <br /> -- <br /> 1 ---------- � PROPERTY LINE — G VERT DATUM: NAVD 88 <br /> ---- -------- --ONAVE CONV TO MLLW = NAVD88+2.03 <br /> HORZ DATUM: NAD 83/91 <br /> WEST MARINE VIE, DRIVE(SR 529) a Z <br /> II �° — <br /> s M M m M MG F G IF SHEET IS LESS THAN 22x34 <br /> —� ®® REDUCE SCALE ACCORDINGLY <br /> PROJECT ENGINEER: SCALE: DWG. NO. LL <br /> RECORD CONDITIONS <br /> N. WATSON 1" = 80' PORT OF EVERETT C3.21 0 <br /> ILLUSTRATED IN THESE <br /> Port Of PLANS REFLECT DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT <br /> INFORMATION <br /> J. BECKER 06/21/2021 CIP NO. <br /> 1-8-900-OS <br /> - T� <br /> jH� �ww��Kj{jj PROVIDED BY THE °RAwNBY: CHECKED BY: & MTCA 3RD INTERIM ACTION O <br /> 1601 5th Avenue,Suite 1300 1 07 OS 2023 NW RECORD DRAWING K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O, BOX 538 / / CONTRACTOR.RECORD PAVEMENT GEOGRID NO. MT-NT-2021-02.2EVERE V <br /> Seattle,Washington 9206) ® 06/21/2021 NW ISSUED FOR BID CONDITIONS WERE NOT APPROVED BY: LU <br /> (425)T259W31 68206 (206)CT NO.1 Fax(206)382-0500 VERIFIED BY ENGINEER. HORIZONTAL CONTROL SITE PLAN SHEET N0. 43 OF 150 LPL PROJECT NO.1600120 N0. DATE BY REVISION N0. DATE BY REVISION <br />