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m C <br />m - <br />< <br />m a <br />m n <br />a� <br />O � <br />3~ <br />00 <br />N <br />CD <br />N <br />3 <br />0 <br />0 <br />0 <br />0 <br />0 <br />I <br />D <br />0 <br />s <br />6 <br />no \ <br />- - - - - - - - - - - - - - - - - - - - - - - - - -a-- --- <br />Z 1� \ m <br />9 <br />MSL: 7+32.42 <br />OFFSET: 39.17L= <br />TOP OF SURCHARGE <br />. 39. <br />It t I 5 +. . . . . 5I� 38 <br />/37 <br />. �. /• . <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />TR H AIN / — - PLACE ECOBLOCKS AROUND p — — — — <br />SEE D5 SERIES J EXISTING LIGHT POLES WITHIN D4.o3 5.0' <br />SURCHARGE AREA, TYP. <br />SHEETS <br />T— — — — — — — — — — — — — — — — — — — — — <br />FOR CONTINUATION LIGHT <br />POLE, TYP. <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 EVERETi, WA 98206 <br />I. (425) 259-3164 <br />LIMITS E3 <br />OF WORK <br />------ <br />MSL: 7+37.42 <br />_-,-OFFSET: 34.17L <br />TOP OF SURCHARGE <br />-'1 <br />—15.00— <br />INTERCEPTOR DIKE AND <br />SWALE PER DOE BMP C200 <br />LOCATE CHECK DAMS PER DOE <br />BMA C207 <br />® ® ® 3240 Ra ke Avenue E <br />Wa seaWe, shi,,gton 98102 <br />P: 206.624.1387 <br />ENGINEERS, INC. w Pnde giueees <br />'w. <br />n n n <br />MAINTAIN 20.0' <br />WIDE DRIVE ASILE. <br />SEE D2 SERIES SHEETS <br />VUu <br />SD <br />FFSET. <br />2 ---0R <br />CHARGE <br />TOP OF SURCHARGE <br />PLAN <br />-------- R AI E a MET <br />------ <br />20 0 20 40 <br />MOUNT, <br />FLUSH <br />TYP. <br />TOP OF SURCHARGE <br />EMBANKMENT. <br />ELEVATION 26.5'. <br />30 <br />2'-0° <br />SURCHARGE <br />FILL <br />>\�j>\�j�\� <br />SURCHARGE j / / / / 2---PREPARED- <br />HEIGHT \��\��\��\�� �� <br />// // �j�\�j�\�j�\�j�\�j /�\�j�\�j 1 <br />SUBGRADE <br />2 _ 0" <br />20 <br />10 <br />I SETTLEMENT <br />PLATE, TYP. <br />I <br />I <br />I I I <br />I I I <br />VARIES <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />VARIES <br />WICK DRAINS, <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 />TYP. <br />0 <br />N 1 <br />LEGEND <br />PROPOSED CENTERLINE <br />r" . -1 TEMPORARY SURCHARGE <br />-0— TEMPORARY SILT FENCE <br />X SETTLEMENT PLATE <br />WICK DRAIN <br />Sp <br />a WICK DRAIN SPACING <br />cn z G\a� <br />CDC) . <br />5 <br />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 />L75 L50 L25 IL R25 R50 R75 <br />SAND DRAINAGE ALIGNMENT <br />BLANKET, 2' THK <br />p 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 />D4.03 <br />RAMS, MET <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />S� e�asx, ,(F <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />.P <br />�/ % <br />$ �P <br />DESIGNED BY <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 BY- <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, 32789 Eo �� <br />FSSA�I STET`G� <br />G. DEAN <br />C. CASTONA <br />SURCHARGE PLAN AND PROFILE <br />APPROVED BY: <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 />SHEET No. 41 OF 48 <br />DATE <br />BY <br />REVISION <br />