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WATERSIDE CONC <br />C2.4 C2.5 <br />CRANE RAIL BEAM -\\ <br />c <br />qc <br />EHW + 14.35' 17 <br />EL= 18.20' <br />MHHW = + 11 - 10' 17 <br />A <br />4 WHARF ACP 6 RELIEVING UPLAND ACP <br />C 2. T4C 2.5 C-,21.4C2.5 A <br />PTFORM C2�.4 <br />LC2.6 <br />2 TRENCH DRAIN 3 LANDSIDE CONC <br />C 2. T4C 2.5 CT2.4C2.5 CRANE RAIL BEAM <br />F <br />Q 2.17' <br />RW <br />3" W SHIP SERVICE <br />EX <br />GRADE <br />75.67 <br />17.20' 4.95' <br />2 0.7 5' <br />60.8' <br />45.7' SEE NOTE 1 <br />S= 1 -057. S=' i . 11 % s <br />- ` <br />S-1 31% <br />_ -- -� - - <br />-- �- VARIES <br />EL= 17.59'1/ <br />ELEC DUCTBANK RIDGELINE FINISH GRADE <br />EL= 17.40 EL= 17.40' <br />E L 17,64' <br />EL= 17.64' <br />1 ... 00 <br />000 1 0 <br />ELEC VAULT, BEYOND, TYP EL= 18.70' <br />1 <br />000 00 <br />I <br />L- . . <br />I <br />-1- 4-- <br />��ROUNDWATER SEE NOTE 4 <br />EX GRADE <br />L <br />I I I EX CONC DECK PANEL, <br />'---EX <br />RETAINING WALL, <br />PROTECT IN <br />A t' <br />PLACE <br />PLACE <br />PROTECT <br />IN PLACE <br />4 k4i <br />TYPICAL. GRADING AND PAVING <br />SECTION <br />FROM <br />GRID LINE 0 <br />TO 16 <br />C2.11C2.4 SCALE: HORIZ = 10:1 VERT = 5:1 <br />K6 RELIEVING 5 <br />�WHARF ACID PLATFORM -2.4 C2.� UPLAND ACP <br />62.41 C2 L �.4C2.5 C 2. T4C 2. 5 <br />11� ACP <br />2 TRENCH DRAIN LANDSIDE CONC <br />WATERSIDE CONC C2.4 C2.5 62.4C2.�CRANE RAIL BEAM <br />C2.4 C2.5 CRANE RAIL BEAM-\ B c D E F _L ( If RW 3 W SHIP SERVICE FINISH GRADE <br />7 5.6 7 2.17' 17.20 4.95 20.75' 46.0' SEE NOTE 2 MATCH EX EL=±18.3,3' EX GRADE <br />S=1.11%/,- (VARIES) (VARIES) r <br />- - - - - - - - - - - - - - - - <br />S= 1.05% <br />_-®i- __' - I I I I I i IT <br />ELEC DUCTBANK, TYP <br />1 EL= 17.59'♦ EL= 17.64' 1 <br />EL= 17.4 1 01600 j <br />I its 000 <br />EHW +14.35' EL= .7.40 000 1 ELEC VAULT, BEYOND, TYP <br />I I <br />EL= 18.20 10 GROUNDWATER SEE NOTE 4 <br />3,2 T4C2.,' <br />2 T4C 2. <br />MHHW +11-10' EL= 1 7.64� _j L <br />F <br />L_____ F <br />EX GRADE <br />I y z CONC DECK PANE-, EX RETAINING WALL, PROTECT IN PLACE EX <br />PROTECT IN PLACE <br />TYPICAL GRADING AND PAVING SECTION FROM GRID LINE 16 TO 28 NOTES <br />WATERSIDE CONC <br />c2.4 <br />CRANE RAIL BEAM-,, <br />C 2. 5 A' B c <br />IN S= 1 .05% <br />T <br />�EL= 18.20' <br />EHW + 14.35' 17 <br />I <br />MHHW = +11-10' <br />Im <br />Fort Of <br />EVERETT <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />1601 Sth Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />C2.21 C2.4 SCALE: HORIZ: 1'=10' VERT: 1 "=5' <br />4 RELIEVING <br />C 2. T4C 2.5 WHARF ACP C�_�4CM PLATFORM <br />ACP <br />C2J.4 C2.6 TRENCH DRAIN LANDSIDE CONC <br />C2.4C2.5CRANE RAIL BEAM <br />F <br />DE <br />Q G CH2.17' <br />75.67' 17.20' 4.95 <br />- <br />S=11. 11% 4 <br />L= 17.59' <br />EL= 17.40' EL=17.4,0' <br />RW <br />2 0.7 5' <br />(VARIES) <br />NOT <br />E <br />SEE E <br />"j E L = _17.'64' <br />MATCH EX EL=±18.33' <br />(VARIES) <br />1. FROM GRID LINE 0 TO 16, UPLAND OR EAST OF THE NEW <br />RIDGELINE, SLOPES WILL VARY FROM 0.99% TO 2.1%. <br />2. FROM GRID LINE 16 TO 28, THE NEW SLOPES WILL VARY FROM <br />1.0% TO 1.74%. <br />3. FROM GRID LINE 28 TO 35, THE NEW SLOPES WILL VARY FROM 1.2% <br />TO 1. 9 %. <br />4. MEASURED DEPTH TO GROUNDWATER IN THE UPLANDS AREAS OF THE <br />SOUTH TERMINAL WHARF RANGES 6.5 TO 11.5 FEET BELOW GROUND <br />SURFACE (BGS APPROXIMATELY ELEVATION 11 TO 6 FEET MLLW). <br />-MATCH EX PVMT - EX GRADE <br />EL=±17.97' (VARIES) 5. SEE SOIL AND GROUNDWATER MANAGEMENT PLAN AND SPECIFICATIONS <br />- - - - - - - - - - - - / - - - - - - - - - - - - - - - - - - - - - - - - - - -- FOIE SOIL -MANAGEMENT REQUIREMENTS ASSOCIATED WITH EXCAVATION, <br />STOCKPILING AND DISPOSAL. <br />GROUNDWATER SEE NOTE 4 <br />EX GRADE I" W SHIP SERVICE <br />EX <br />CONIC DECK PANEL, EX RETAINING WALL, PROTECT IN PLACE <br />PROTECT IN PLACE <br />TYPICAL GRADING AND PAVING SECTION FROM GRID LINE 28 TO 35 <br />62.21C2.4 SCALE: HORIZ: 1'=10' VERT: 1 "=5' <br />A <br />12/08/17 <br />NW <br />ISSUED FOR BID AND PERMIT. <br />NO. <br />DATE <br />BY <br />REVISION <br />=�m <br />no <br />37014 <br />18T_ <br />010KIL <br />PROJECT ENGINEER: <br />N. WATSON <br />DESIGNED BY: <br />J. BECKER <br />DRAWN BY: <br />S. MILLETT <br />APPROVED BY_,;-� <br />SCALE: <br />AS SHOWN <br />DATE: . <br />12/08/2017 <br />CHECKED BY: <br />N. WATSON <br />10 0 10, 20 <br />HORIZ: <br />5p 0 5 51 15' 10, <br />VERT: <br />IF SHEET IS LESS THAN 2204 <br />REDUCE SCALE ACCORDINGLY <br />. nwr. Nn. <br />PORT OFEVERETT <br />SOUTH TERMINAL WHARF & <br />ELECTRICAL UPGRADES -PHASE 2 <br />GRADING AND PAVING SECTIONS <br />C2.4 <br />1-8-001-06 <br />PROJECT <br />NO, MT-ST-2017-11 <br />SHEET NO. 36 OF 176 <br />