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0 <br />Y <br />SURCHARGE FILL PILE <br />CONSTRUCTION STORMWATER <br />BAKER TANK STORAGE AREA <br />13 <br />INTERCEPTOR DIKE AND Iz <br />SWALE PER DOE BMP C200 LIMITS Im <br />LOCATE CHECK DAMS PER DOE OF WORK <br />BMP C207 <br />- - - -------------��--_ -�� ------------------- <br />° 20'0°20:0 20:0 <br />14, ° • ° ° ° °,° ° ° °, <br />16 <br />• �� <br />• °° 19 • ° 0 <br />22 <br />.18 <br />12+00 <br />• 1 , I • o ° +00 e ° \ ° 1 0 ° ° <br />' I° <br />• I <br />°2+ 3 �.5_� <br />° 3° Q <br />+DO " o o <br />e o <br />4+00. <br />° • <br />° 0 <br />° ° ° ° <br />°7 <br />° <br />•° <br />° ° ° <br />x3 <br />° <br />• ° <br />X3°° • ° <br />° ° o ° <br />° ° °Oo ° ° ° ° ° o ° • ° <br />° <br />IFrM <br />no no <br />a DRAIN TO SANITARY ? <br />if o SEWER LIFT STATION D4.04 oN <br />z z <br />m <br />MI A AI <br />20 0 20 40 <br />TOP OF SURCHARGE <br />EMBANKMENT TOP OF PROPOSED <br />2:1 MAX SLOPE, <br />SIDE SLOPE <br />1 <br />VARIES <br />PROPOSED <br />PROFILE GRADE, <br />ROAD <br />ELEVATION 25.5' <br />0 <br />30 <br />SURCHARGE <br />FILL <br />ell <br />20 <br />/ / <br />/////PREPARED <br />HEIGHT / / / / / / / / / <br />SUBGRADE <br />WICK DRAINS, <br />SETTLEMENT <br />I <br />I <br />I <br />I <br />TYP. <br />PLATE, TYP. <br />I <br />I <br />I <br />I <br />I <br />10 <br />SAND DRAINAGE <br />BLANKET, <br />2' THK <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />mil. <br />mil. <br />mil. <br />mil. <br />mil. <br />0 <br />L75 L50 L25 LE R25 R50 <br />ALIGNMENT <br />E SECTION <br />D4.03 <br />)RAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />PROJECT ENGINEER: <br />SCALE: <br />FED ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />J. KEISER <br />NOTED <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />Port of <br />124o-,,I ke ev—,F <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />® ® <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />EVERETT <br />P: 206.,Z4.138�9aloz <br />p:zo6.G?A.1387 <br />-' \ G INEERS, INC. —.pnde g)nee[s <br />Al <br />7/7/23 <br />JBK <br />RECORD DRAWINGS <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />QO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <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 FIND. <br />APPROVED BY: <br />N0. <br />DATE <br />BY <br />REVISION <br />R75 <br />I C!`CAIn <br />— - — PROPOSED CENTERLINE <br />TEMPORARY SURCHARGE <br />0 TEMPORARY SILT FENCE <br />X SETTLEMENT PLATE <br />WICK DRAIN <br />Sp�C2NG <br />�, S• <br />a WICK DRAIN SPACING <br />cn z G\NG <br />�SePS <br />0 EXISTING CONCRETE <br />0 EXISTING HMA <br />NOTES: <br />PROVIDE FULL HEIGHT SURCHARGE. <br />ELEVATION 26.5'. <br />SLOPE 2H:1V TO EXISTING GRADE ON ALL <br />SIDES OF EMBANKMENT U.O.N. <br />WICK DRAINS TO BE INSTALLED (60') <br />BELOW EXISTING GROUND OR TO REFUSAL. <br />PLACE TEMPORARY SILT FENCE AROUND <br />PERIMETER OF SURCHARGE PER CITY OF <br />EVERETT STANDARD PLAN 214. <br />SEE SHEET 31.04 FOR ALIGNMENT <br />CONTROL. <br />RECORD DRAWINGS <br />PORT OF EVERETT TWO. NO. <br />D4.04 <br />MILLWRIGHT LOOP ROADS CIP NO. 8-8-008-01 <br />PHASE 1 <br />SURCHARGE PLAN AND PROFILE NOOOJECT pD-WP-2022-07 <br />SHEET No. 42 OF 48 <br />