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CD ECOBLOCK RETAINING <br />�+ WALL, 140 LF, HEIGHT <br />\ I VARIES OFT - 8FT. <br />— I EDGE OF FULL HEIGHT <br />/ I SSL SURCHARGE - <br />ALIGNMENT <br />OFFSET::2+2 .00 <br />II I \ TOP OF SURCHARGE <br />cD <br />I i� <br />LIMITS 4 Q <br />MWL / OF WORKS I o N <br />y�GNMENT <br />MSL <br />�� rALIGNMENT / I <br />\\ 34 <br />+00 I 0 00 I i I �-I + 0+50 I �— i� 2 <br />NOT IN CONTRACT <br />MARINA FUEL TANK <br />PROJECT. SURCHARGE <br />-- <br />EXTENT -- — — — —— <br />z w <br />• • • ° o <br />L----------- D <br />D4.04 D4.04 <br />MATCHLINE MATCHLINE <br />CWL <br />ALIGNMENT <br />CWL: 4+64.4 20.0 <br />LEGEND <br />• FFSET.34.57R _ — - — PROPOSED CENTERLINE <br />P OF SURCHARGE ° _____ <br />TEMPORARY SURCHARGE <br />0 TEMPORARY SILT FENCE <br />• MSL:2+93.69• ° SETTLEMENT PLATE <br />OFFSET. 29.43E <br />OFFSET: 39.17E 15:MSL:3+67.69 °I <br />TOP QF SURCHARGE , _ _ ° X30 TOP QF SUR HARt;E E. <br />° •° ° , FFSET:39.17L • ° ° , ° , °, • ° WICK DRAIN <br />o °TOP° OF SURCHARGE \• �, Sp <br />•. °� • N SC7UG <br />2A,28 Y 9° ' • °+• ° ° ° 27 31 ° +, 32 a WICK DRAIN SPACING <br />C ° 3+00 ° • 3+50 ° 4+00� • + 0 ° <br />° ° , ° •• • • • • • ° • o ° ° ° e ° ° ° ° • • • °° °. / , EXISTING CONCRETE <br />EXISTING HMA <br />5.0 0• NOTES: <br />20.0 PROVIDE FULL HEIGHT SURCHARGE. <br />ELEVATION 26.5'. <br />/L yzzj ll����02-OFFSET:127991R/ 5.0' <br />TOP OF SURCHARGE <br />INTERCEPTOR DIKE AND 1 <br />SWALE PER DOE BMP C200- I — — — — — - <br />LOCATE CHECK DAMS PER DOE <br />BMP C207 <br />--� —-- ----—I ---— — ---� <br />PI AN <br />20 0 20 40 <br />- -- -- - <br />-- --- - <br />- -'� - <br />SLOPE 2H:1V TO EXISTING GRADE ON ALL <br />SIDES OF EMBANKMENT U.O.N. <br />)0 <br />PLACE ECOBLOCKS AROUND <br />EXISTING LIGHT POLES WITHIN- <br />— TRENCH DRAIN_ — <br />_ — — <br />WICK DRAINS TO BE INSTALLED (60') <br />SURCHARGE AREA, TYP. <br />SEE D5 SERIES <br />BELOW EXISTING GROUND OR TO REFUSAL. <br />SHEETS <br />II <br />— — — — — — — — <br />— — —— —— — <br />— — — t <br />PLACE TEMPORARY SILT FENCE AROUND <br />MAINTAIN 20.0' <br />PERIMETER OF SURCHARGE PER CITY OF <br />WIDE DRIVE AISLE <br />© <br />I <br />EVERETT STANDARD PLAN 214. <br />— - — — — — — <br />— — — — <br />— — — - <br />SEE SHEET 31.04 FOR ALIGNMENT <br />DIo <br />CONTROL. <br />=o <br />r W_ <br />m <br />m <br />TOP OF SURCHAR <br />EMBANKMENT GE <br />ELEVATION: 25.5' <br />TOP <br />ROAD <br />OF PROPOSED <br />2:1 <br />SIDE <br />MAX SLOPE, <br />SLOPE <br />VARIES <br />1 <br />30 <br />SURCHARGE <br />FILL <br />\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ <br />/V////////////�HEIG <br />j / // // // <br />SURCHARGE, \\ \\ \\ \\ <br />HT�V� V//// /V�/V� VA <br />PREPARED <br />SUBGRADE <br />2'-0' <br />20 <br />ECOBLOCK <br />WALL <br />-- <br />SETTLEMENT <br />PLATE, TYP. <br />WICK DRAINS, <br />TYP. <br />I <br />I <br />I <br />I <br />I <br />I <br />VARIES <br />10 <br />SAND DRAINAGE <br />BLANKET, 2' T <br />I <br />I <br />I <br />I <br />0 <br />I <br />I <br />I <br />I <br />41 <br />I <br />Amil. <br />I <br />1 <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />L75 L50 <br />L25 kL <br />ALIGNMENT <br />C SECTION <br />o4.U2 <br />R25 R50 <br />R75 <br />RECORD <br />DRAWINGS <br />O�� O� <br />EVERETT <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />® ® © 3240E"sake--,E <br />S,,ttte, w":tdng=98102 <br />P:206.624.1387 <br />ENGINEERS, INC.—.pndengnee[s. <br />Al <br />QO <br />7/7/23 <br />7/27/22 <br />JBK <br />JBK <br />RECORD DRAWINGS <br />ISSUED FOR BID <br />PENGINEERS, Is NOT RESPONSIBLE FOR SAFETY S OR PROCEDURES OF OPERATION, OR THE <br />PROGRAMS, <br />GRAMS, METHODS <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM FIND. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PND. <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWC. NO. <br />D4.02MILLWRIGHT <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />,� <br />IVI I L LW R I G H T LOOP ROADS <br />q <br />PHASE I <br />SURCHARGE PLAN AND P R 0 F I L E <br />CIP NO. <br />6-8-008-01 <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />PROJECT <br />NO. <br />PD-WP-2022-07 <br />APPROVED BY: <br />SHEET N0. <br />40 OF 48 <br />N0. <br />DATE <br />BY <br />REVISION <br />