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m c: <br />5. <br />m o <br />mR <br />fx <br />o � <br />v^ <br />m <br />3 <br />0 <br />N <br />N <br />r � <br />MWL <br />GNMENT <br />MST <br />rALIGNMENT <br />9+34 <br />+0 10+00 0+50 <br />o ECOBLOCK RETAINING <br />WALL, 140 LF, HEIGHT <br />VARIES OFT - 8FT. <br />EDGE OF FULL HEIGHT <br />SSL IF SURCHARGE. <br />ALIGNMENT <br />MSA+20.00 <br />OFFSET: 39.17L--,,, <br />TOP OF'�VRCHARGE — <br />I <br />o / <br />y9 LIMITS <br />OF WORK <br />I <br />� I <br />� I <br />/NOT IN CONTRACT <br />— - — PROPOSED CENTERLINE <br />r" . . 71 TEMPORARY SURCHARGE <br />— — — TEMPORARY SILT FENCE <br />• MSL:2+93.69• I SETTLEMENT PLATE <br />�NL:4+64.40 /� <br />OFFSET:39.17L 15 �� � MSL3+6769 <br />OFFSET.29.43L : . WICK DRAIN <br />TOP OF SURCHARGE X30' I ' <br />TOP OF SUR HARGE FFSET:39.17L <br />• oo ,TOP OF SURCHARGE \• Sp <br />i 7 N S c7Nc <br />28� 273T1 32 a WICK DRAIN SPACING <br />2+ 0• • 3+. • 3+50 , 4+00/ + 0 v z G <br />\•. <br />. c' SQP 5 <br />i <br />' EXISTING CONCRETE <br />I I <br />I L---- <br />1.5H:1V <br />-------1 D <br />D4.04 FILL _ D4.04 ? <br />MATCHLINE MATCHLINE I I z <br />I CWL L-------= - <br />ALIGNMENT ' <br />1.5H:1V 24 <br />FILL d <br />J CWL:4+64.4 20.0 <br />FFSET: 34.57R <br />1 --ILL iV TOP OF SURCHARGE 2 :0 <br />X25, II- X <br />- — — — -77T�`CG%? L %1 G%G 1111.�1(L�1111`UL GUL GCG%LL�1GC !%l lj — -- <br />Q:\� <br />— 4 <br />s <br />FFSET:27.91R 5.0' <br />MARINA FUEL TANK I .02OP OF SURCHARGE <br />3 PROJECT. SURCHARGE INTERCEPTOR DIKE AND <br />— — — EXTENT- — — — — — — — — — - SWALE PER DOE BMP C200- — — — — — — — <br />LOCATE CHECK DAMS PER DOE <br />BMP C207 <br />r--------------- -,-- ----_� a®- - ---� <br />PLAN <br />ISCALE IN FEET <br />20 0 20 40 <br />25:0 <br />0 EXISTING HMA <br />NOTES: <br />20.0 PROVIDE FULL HEIGHT SURCHARGE. <br />ELEVATION 26.5'. <br />SLOPE 2H:1V TO EXISTING GRADE ON ALL <br />—15;00 <br />PLACE ECOBLOCKS AROUND — <br />TRENCH DRAIN_ <br />WICK DRAINS TO BE INSTALLED 60 ' <br />( <br />EXISTING LIGHT POLES WITHIN <br />SURCHARGE AREA, TYP. <br />SEE D5 SERIES <br />— <br />BELOW EXISTING GROUND OR TOREFUSAL. <br />SHEETS <br />- <br />— —— — <br />— — -- — <br />— — <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 />- <br />SEE SHEET 31.04 FOR ALIGNMENT <br />>lo <br />CONTROL. <br />0 <br />C <br />z <br />m <br />w_ <br />— <br />TOP OF SURCHARGE <br />EMBANKMENT <br />ELEVATION: 26.5' <br />TOP <br />ROAD <br />OF PROPOSED <br />30 <br />SURCHARGE <br />FILL <br />SURCHARGE% / / / / 2 <br />.HEIGHT <br />//��//��//��// /��//��/ 1 <br />PREPARED <br />SUBGRADE <br />20 <br />ECOBLOCK <br />WALL <br />/V/V/ <br />A//��//� <br />/ <br />/ // // // // // // // // // <br />��//��//��//��//��//��//��//��//��//���%/�%/�% <br />/V/V/\/V/V/V/V/V/V/\ <br />SETTLEMENT <br />PLATE, TYP. <br />WICK DRAINS, <br />TYP. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />VARIES <br />10 <br />SAND DRAINAGE <br />BLANKET, 2' THK <br />-L <br />0 <br />Al <br />-1. <br />-L <br />-1- <br />L75 L50 L25 1L R25 R50 R75 <br />o ALIGNMENT <br />r <br />n <br />J / C \ SECTION <br />D4.02 <br />2 IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />I <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. N0. <br />2 <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />^ BR <br />J. KEISER <br />NOTED <br />D4.U2 <br />DESIGNED BY: <br />DATE- <br />° ��t %] <br />Port <br />,l oawaH �, <br />ur i� <br />j V <br />3241 R.sdake Ave R <br />® ® ® Se.de,W,,hi xon98102 <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />, $ �A <br />G. W E$T <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />CIP N0. <br />6-8—DDB-D1 <br />BY: <br />CHECKED BY: <br />EVERETT <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />vDRAWN <br />PHASE 1 <br />PROJECT <br />NO. PD-WP-2022-07 <br />P.O. BOX 538 <br />P:206.624.1387 <br />ENGINEERS, INC. w Pnde gioeees <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />PND. ARE USED <br />OR <br />, rF 32789 Eo �� <br />FSSA0NAE0.ECYC'\ <br />G. DEAN <br />C. CASTONA <br />SURCHARGE PLAN AND PROFILE <br />APPROVED BY: <br />o <br />u EVERETT, WA 98206 <br />Qp <br />7�27/22 <br />JBK <br />ISSUED FOR BID <br />AD CONSTITUTEWINGS <br />INPANOYVMANNEAL <br />THAT WOUM S DEOTRIM�NTE <br />No. <br />DATE <br />ev <br />Re71sIaN <br />SHEEP N0. 40 OF 48 <br />(425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />8/(d <br />