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LIMITS <br />D 0 19 <br />-OF WORK <br />MSL <br />---f,7 OFFSET- <br />- - - - - - - - - ---- -------------------- <br />------ 0 ---------------- OFFSET:3 2.42 - <br />rn `� — \ TOP OF SURCHARGE <br />°. r °.° °• .°X39 <br />35�.41 <br />5+00 5 50 6+00 / 6+50, 7+00 <br />e°.°. o°° ° °° °° <br />X40 <br />°°%37° ...° <br />.°. 34. <br />+ ' PLACE ECOBLOCKS AROUND p— <br />i TRENCH DRAIN EXISTING LIGHT POLES WITHIN D4.03 5.0' <br />n a SEE D5 SERIES <br />o� SURCHARGE AREA, TYP. <br />o SHEETS <br />v m <br />L J - - - - - - - - - - - -- * - - - - - - <br />n ti <br />6 <br />Y <br />Port of <br />EVERETT <br />I <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />Seattle, Washing— 98102 <br />P: 211,121,1311 <br />1 \ (; INFERS, INC.—.pndengJneecs.com <br />MSL: 7+37.42 <br />OFFSET: 34.17L <br />TOP OF SURCHARGE <br />-�l <br />_ _ f 15.00- — <br />INTERCEPTOR DIKE AND <br />SWALE PER DOE BMP C200 <br />LOCATE CHECK DAMS PER DOE <br />BMP C207 <br />8+00 � I - I B+5o <br />�� <br />/ SO <br />�`p— \ MSL:7+37.42 <br />_ J <br />FFSET: 26.30R <br />TOP OF SURCHARGE <br />MAINTAIN 20.0' <br />MSL:7+34.38 <br />WIDE DRIVE ASILE. <br />FFSET:29.30R <br />SEE D2 SERIES SHEETS <br />TOP OF SURCHARGE <br />FOR CONTINUATION <br />LIGHT <br />POLE, TYP. <br />PLAN <br />20 0 20 40 <br />MOUNT, <br />FLUSH <br />TYP. <br />TOP OF SURCHARGE <br />EMBANKMENT. <br />ELEVATION 25.5'. <br />MAX <br />SLOPE <br />SLOPE, <br />VARIES <br />30 <br />2:1 <br />SIDE <br />1 <br />SURCHARGE <br />FILL <br />/\//�/j //HEIGH <br />VA VA/AA/AVA/AA/AA/AA/AA/AA/AAAAA <br />\ j�/j�/j�/j�// /j�/ �/\ <br />VA/AAA/AAAAA//AAA/AAAA <br />SUBGRADE <br />2'-0„ <br />20 <br />2'-0„ <br />10 <br />VARIES <br />I <br />SETTLEMENT <br />PLATE, TYP. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Ji <br />I <br />I <br />I <br />I <br />I <br />I <br />VARIES <br />WICK <br />DRAINS, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />TYP. <br />Al, <br />0 <br />PROPOSED CENTERLINE <br />1777 7.7 7.7, TEMPORARY SURCHARGE <br />0 TEMPORARY SILT FENCE <br />X SETTLEMENT PLATE <br />WICK DRAIN <br />Sp�c�Nc <br />�, S• <br />D WICK DRAIN SPACING <br />cn Z C\�G <br />5 <br />EXISTING CONCRETE <br />0 EXISTING HMA <br />r NOTES: <br />PROVIDE FULL HEIGHT SURCHARGE. <br />ELEVATION 26.5'. <br />I <br />SLOPE 2H:1V TO EXISTING GRADE ON ALL <br />SIDES OF EMBANKMENT U.O.N. <br />I <br />WICK DRAINS TO BE INSTALLED (60') <br />BELOW EXISTING GROUND OR TO REFUSAL. <br />I <br />PLACE TEMPORARY SILT FENCE AROUND <br />I <br />PERIMETER OF SURCHARGE PER CITY OF <br />EVERETT STANDARD PLAN 214. <br />I <br />SEE SHEET 31.04 FOR ALIGNMENT <br />CONTROL. <br />L75 L50 L25 'L R25 R50 R75 <br />SAND DRAINAGE ALIGNMENT <br />BLANKET, 2' THK <br />p SECTION <br />D4.03 RECORD DRAWINGS <br />FED ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE: <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D4.03 <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />DESIGNED BY: <br />DATE: <br />MILLWRIGHT LOOP ROADS <br />CIP NO. g_g_OOB-01 <br />Al7/7/23 <br />DO <br />7/27/22 <br />JBK <br />JBK <br />RECORD DRAWINGS <br />ISSUED FOR BID <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 FIND. <br />C. WIEST <br />JULY 2022 <br />PHASE 1 <br />SURCHARGE PLAN AND PROFILE <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />PROJECT <br />NO. PD-WP-2022-07 <br />APPROVED BY <br />NO. <br />DATE <br />BY <br />REVISION <br />SHEET NO. 41 OF 48 <br />