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rl <br />INTERCEPTOR DIKE AND <br />SWALE PER DOE BMP C200 <br />LOCATE CHECK DAMS PER DOE <br />BMP C207 <br />------------ _---�--- <br />14 <br />15 <br />h. 1+100 \1 0 <br />13 \ <br />I <br />I� <br />ao <br />1= -p- <br />0 <br />LIMITS im <br />Z <br />OF WORK <br />18 <br />24!00 +_0 3+00 3 0 4+00 I' <br />17 20 / 3 . <br />TC <br />SURCHARGE FILL PILE <br />CONSTRUCTION STORMWATER <br />BAKER TANK STORAGE AREA I <br />L5 <br />J ---- -� - ---------------- <br />j <br />DRAIN TO SANITARY <br />Q <br />o g <br />z <br />SEWER LIFT STATION .04 <br />rn <br />PLAN <br />a <br />SCALE IN FEET <br />E <br />0 <br />s <br />6 <br />Y IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />I <br />z <br />Port o <br />U <br />U EVER TT <br />I <br />N <br />N P.O. BOX 538 <br />N EVERETT, WA 98206 <br />I. (425) 259-3164 <br />® ® ® 3240 R_ ke Avenue E <br />seaWe, Washi,,gton 98102 <br />P: 206.624.1387 <br />ENGINEERS, INC. www.pndengioeees.mm <br />20 0 20 40 <br />---------------- 0- <br />n -p- <br />=o <br />rN <br />z <br />m <br />PROPOSED <br />PROFILE GRADE, <br />TOP OF SURCHARGE <br />EMBANKMENT <br />TOP OF PROPOSED <br />ROAD <br />30 <br />SURCHARGE <br />FILL <br />PREPARED <br />SU BGRAID <br />20 <br />SU RCH ARGE������ <br />HEIGHT % /� �/� �/� �/� �/� �/ <br />�� �� 1 <br />// / / <br />��/ ��/ <br />WICK DRAINS, <br />TYP. <br />SETTLEMENT <br />PLATE, TYP. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />10 <br />SAND DRAINAGE <br />BLANKET, 2' THK <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />0 <br />— - — PROPOSED CENTERLINE <br />- -1 TEMPORARY SURCHARGE <br />0 TEMPORARY SILT FENCE <br />X SETTLEMENT PLATE <br />WICK DRAIN <br />Sp <br />[n <br />a WICK DRAIN SPACING <br />5 <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 G1.04 FOR ALIGNMENT <br />CONTROL. <br />L75 L50 L25 IL R25 R50 P75 <br />ALIGNMENT <br />E SECTION <br />D4.03 <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. NO. <br />PND INC. Is NOT RESPONSIBLE FOR SAFETY <br />BRUCF <br />J. KEISER <br />NOTED <br />D4.04 <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />RAMS, MET <br />�,,T� <br />q�N' e�asxi ,(F <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />.P <br />�/ % <br />$ �P <br />NESIGNEN NY <br />DATE: <br />MILLWRIGHT LOOP ROADS <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />�Y.� <br />C. WIEST <br />JULY 2022 <br />CIP NO. 6-8-008-01 <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />q <br />DRAWN ev: <br />CHECKED BY: <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />O <br />PHASE I <br />PROJECT PD-WP-2022-07 <br />NO. <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />, a, 327s9 Eo �� <br />FSSA�I STET`��G� <br />G. DEAN <br />C. CASTONA <br />SURCHARGE PLAN AND PROFILE <br />AppRovEo NY: <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PND. <br />ONAL <br />8/�� <br />SHEET N0. 42 OF 48 <br />DATE <br />ev <br />REVISION <br />