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m c <br />,< < <br />m c <br />aI'l <br />o � <br />3~ <br />0 <br />w <br />N <br />CD <br />s <br />6 <br />x <br />a <br />Y II <br />I <br />0 <br />U <br />U <br />L__ _________INTERCEPTOR DIKE AND <br />MNL:2+73.78 I, SWALE PER DOE BMP C200 <br />OFFSET:25.17L 'po EDGE OF FULL HEIGHT <br />TOP OF SURCHARGE \) oo II SURCHARGE BMPAC207HECK DAMS PER DOE <br />MNL: 2+76.78 <br />OFFSET:28.17L \ <br />TOP OF SURCHARGE <br />25-0. <br />- . - . . . - <br />` <br />i <br />MNL:3+40.78 <br />I r <br />> - <br />10 FFSET:31.33R 6 <br />TOP OF SURCHARGES x . <br />2 <br />'� X(. I. <br />+00 <br />i <br />Z. <br />9 8 <br />4 <br />2+50 <br />3+ 0 • <br />--��1,7� <br />/ • 3 0 4+00� • 4+50 • <br />• 5+90 • 15+50 I <br />6+ 0 <br />— <br />\ \. CWL: 0+34.33 \ <br />CWL ALIGNMENT <br />11 \ FFSET:29.43L I�• <br />X _'TOP OF SURCHARGE y5 <br />. <br />SEE DWG G1.04 <br />/ <br />41/ <br />25 0 <br />i <br />/ <br />o <br />12. . . <br />MNL:6+12.42 \ ✓ <br />/ OFFSET:28.17L _______________________ <br />TOP OF SURCHARGE T <br />MNL:6+17.42 <br />OFFSET:23.17L LIMITS <br />TOP OF SURCHARGE — — — � OF WORK — — — <br />—20:00— — — — <br />— — — — — — — — — — — \ <br />MNL ALIGNMENT \ <br />o \ <br />o�+ � <br />6+50 WSL ALIGNMENT 7+00 0l1I 7+50 <br />� . <br />SEE DWG 01.04 <br />MNL: 6+17.42 <br />OFFSET: 26.33R <br />TOP OF SURCHARGE <br />MNL: 6+12.97 <br />OFFSET: 31.3013 <br />TOP OF SURCHARGE <br />/CD <br />o. o <br />G D4.04 // D4.01 I / D4.01 <br />• MATCHLINE <br />i f <br />.i111111"UNI <br />20 0 20 40 <br />TOP OF SURCHARGE <br />EMBANKMENT. <br />ELEVATION: 26.5' <br />I I I <br />30 <br />SURCHARGE <br />FILL <br />L—F <br />SAND <br />BLANKET, <br />DRAINAGE' <br />2' THK <br />\ V <br />rlrl <br />PREPARED <br />SUBGRADE <br />AVAAA�AAA/VAAA�AAA�AAA�AAA�AA <br />ARG E jVA//VA//VA/�AA/�AA <br />H E GHT20 <br />2 <br />V/�AA �AA V 1 <br />VARIES <br />I <br />I <br />I <br />I <br />I <br />PLATE, TYP. <br />VARIES <br />10 <br />WICK DRAINS,P. <br />±A <br />- <br />0 <br />L75 L50 L25 1� R25 R50 R75 <br />ALIGNMENT <br />q SECTION <br />'HIS DRAWING IS NOT 79"x34" SCAT F ACCORDINGI Y. D4.01 <br />0 <br />0 <br />Im�M l <br />— - — PROPOSED CENTERLINE <br />r.. 7.7 7.7 , TEMPORARY SURCHARGE <br />0 TEMPORARY SILT FENCE <br />X SETTLEMENT PLATE <br />WICK DRAIN <br />Sp <br />�c7Nc <br />�, S• <br />n WICK DRAIN SPACING <br />cn c GN�G <br />� Se o <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 131.04 FOR ALIGNMENT <br />CONTROL. <br />TOP OF SURCHARGE <br />EMBANKMENT <br />ELEVATION: 26.5' <br />30 <br />SAND DRAINAGE <br />BLANKET, 2' THK <br />SURCHARGE <br />FILL <br />SURCHARGE�AA/AAA/AAA/AAA/AAA V/AAA VA 2 <br />HEIGHT // \//\\//\\//\\ \\�/\\//\//\ <br />PREPARED <br />SUBGRADE <br />2 <br />20 <br />10 <br />/ <br />VA AAA/AAA/AAA/AAA <br />// // // // // / <br />2'-0" <br />\ <br />//\/// <br />1 <br />-0° <br />WICK <br />VARIES <br />—- <br />VARIES <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />SETTLEMENT <br />PLATE, TYP. <br />I <br />I <br />I <br />I <br />DRAINS, <br />TYP. <br />L <br />I <br />0 <br />L50 L25 `L R25 <br />ALIGNMENT <br />B SECTION <br />D4.01 <br />PROJECT ENGINEER: <br />SCALE: <br />■i_ /VJ <br />P��t J <br />3240EasdakeA,,m,R <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />BRUCF <br />S Fix �F <br />ti / <br />~P $ �P <br />J. KEISER <br />NOTED <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />® ® ® on 98102 <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />BY: <br />CHECKED BY: <br />EVER TT <br />P: 206.. 24.138g <br />P: 206.624.1367 <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />�DRAWN <br />P.O. BOX WA 98206 <br />EVERETT, WA <br />ENGINEERS, INC. www.pndengineees.mm <br />p0 <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />DEOTRIMENTT TO E USED <br />IN ANY MANNER THAT WOULDAL FROM PND. CONSTITUTE NGS ARE ALSO <br />, r 32789 Eo �� <br />FSSYONAEaEC��'\ <br />G. DEAN <br />C. CASTONA <br />APPROVED BY: <br />(425) 259-3184 <br />DIRECTLY OR INDIRECTLY TO PND. <br />NO. <br />DATE <br />BY <br />REVISION <br />R50 <br />PORT OF EVERETT DWG. NO. <br />D4.01 <br />MILLWRIGHT LOOP ROADS CIP NO. <br />PHASE 1 6-8-008-01 <br />SURCHARGE PLAN AND PROFILE PROJECT <br />No. PD-WP-2022-07 <br />SHEET NO. 39 OF 48 <br />