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PORT GARDNER BAY <br /> EAST WATERWAY OUTER HARBOR LINE <br /> NOTES <br /> INNER HARBOR LINE 1. SEE SHEET C3.1 FOR PAVEMENT SECTION <br /> TYPES/THICKNESS. <br /> \\\ 2. SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS <br /> BETWEEN NEW REPLACEMENT AND EXISTING <br /> o r v El \ PAVEMENTS PER SPECIFICATIONS. <br /> 3. ADJUST EXISTING MANHOLE,HANDHOLE,INLET RIM, <br /> / GONG BLOCK ` 77,� �l� �' \P�Pv�i,,,_ AND/OR VALVE COVER TO GRADE PRIOR TO PAVING. <br /> STORAGE AREA �� \ L -� 1 ° "�'G\ PROTECT-IN-PLACE. <br /> 4� _ ^ 16- �,� EX BE ���� `I)11� � ° o <br /> � \� LEGEND <br /> IT \V^�'/ \ � <br /> �� EX SAND BACKFILL TO REMAIN I 1T FINAL CONTOUR <br /> ',c� � ) I 15 <br /> 7�16,,_ <br /> 0 <br /> EXISTING CONTOUR <br /> 17- 17 � <br /> o 78 <br /> az <br /> 16.07' o �\ <br /> 2 O I <br /> 111 a 17 T LP2 -17 — LP3 7 � <br /> RIDGELINE-17.76' <br /> RIDGE 17.76' 16.35,(9"PVMT) <br /> 17 <br /> 15.77"(2" PVMT) <br /> �� -17 -- 17 ——— —17- <br /> r <br /> DUNLAP � CONCRETE GUTTER, TYP N TRENCH DRAIN, TYP 1o'x15' DUMPSTER 1 16 PR ER\ <br /> r PORT OF C3.3 S1.3 C3.3 51.3 RECYCLE AREA r f 1e- <br /> � EVERETT) \ / a16 <br /> —_ TDa ® fD 16 16- <br /> —15— --15-- =— 16 -- ---16 <br /> GRADE BREAK <br /> 15.85' ro 1 .12(9::PVMT) <br /> ■ �� 15.52'(2"PVMT) <br /> 7+58n3 <br /> r - � ® <br /> FEDER ® LP6 —tP8 -186+00 F ------ LF� vs — �1 0 2 <br /> III <br /> - <br /> 1 p o a G� <br /> MRcn eouNonRr �� 19 _RIDGELINE=19.51' _—1 _ _ _ i RIDGELINE=18.93' I CITY OF EVERETT <br /> I- SAND BACKFILL TO REMAIN II _ I I PORT GARDNER <br /> J n a 0 -19—-————— ——19-— ——-19 19.51'9 PVMT) �` STORMWATER <br /> ® RIDGE 19.51' o RIDGE i ® t E II FIIIKE^E ^N� <br /> �o a.93(z"PVMT <br /> FACILITY <br /> _ <br /> C2.1, C3.1 C3.1 1 �� D WAREHOUSE TENANT I _ FINAL GRADE - J <br /> a I CONTOUR, TYP �\ <br /> o ` rl`- LEASEHOLD 18.08' ` / m <br /> FUTURE ROD SUBSTATION <br /> \GRADE BREAKn <br /> �' (� I 18.33'(9"PVMT) \ 7) <br /> I -�` 17.75'2"PVMT ,\ <br /> EX WAREHOUSE �� -19 ——— —-19 —19-— ( ) <br /> .I BLDG �' Q/ w <br /> ��---2 — Nook— <br /> � 7�_ 20-1�/ i / 14 ) <br /> m lN <br /> N f J <br /> � �79 80' 0 80' 60' <br /> 40' 120' <br /> SCALE: 1`60' <br /> _ 21 <br /> �9 <br /> s 1 w CALL 48 HOURS <br /> 20.15'(9"PVMT) A '' � <br /> o i <br /> ti19.57'(2°PVMT) d �-Q m g E <br /> _ B FDIL8 DIG <br /> 11 <br /> " m PROPERTY LINEVERT DATUM:3 N88 <br /> ORTO A CONV TO MLLWAVD NAVD88+2.03 <br /> n ti B C2.1, C3.1 C3.1 <br /> < C21, C3.1 C3.1 — ��� — — HORZ DATUM: NAD 83/91 <br /> 1D 0 WEST MARINE VIEW DRIVE(SR 529) 1 4 ` �- W_ <br /> -� "� IF SHEET IS LESS THAN 22x34 <br /> a � _G 2 REDUCE SCALE ACCORDINGLY <br /> 0 N PROJECT ENGINEER: SCALE: L_ W <br /> PORT OF EVERETT °W N C3 3 <br /> � �P�oe i�Jygr N. WATSON 1" - 80' � <br /> `t S8 DESIGNED BY: DATE: <br /> Port of =�5° J BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. H <br /> EVERETT DRAWN BY CHECKED BY & MTCA 3RD INTERIM ACTION -8-goo—os V <br /> 1601 Sth Avenue,Suite 1300 ygpl4 K. EDWARDS, D. YU N. WATSON PROJECT <br /> G P.O. BOX 538 Seattle,Washington 98101tA GRADING OVERALL PLAN NO <br /> MT-NT-2021-02.2 <br /> IN) EVERETT, WA 98206 05/07/2021 NW FOR CITY REVIEW �9loASL t� ` APPROVED BY: O <br /> N (425) 259-3164 (206)382-0600 Fax(206)382-0500 <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 31 OF 149 LL <br />