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0 <br />\ <br />/ <br />I <br />I <br />I\ <br />MNL:2+73.78 <br />I, <br />L-- <br />--------_INTERCEPTOR DIKE AND _-- <br />SWALE PER DOE BMP C200 <br />---------- <br />r-OFFSET:25.17L <br />`'o EDGE OF <br />FULL HEIGHT <br />LOCATE CHECK DAMS PER DOE <br />TOP IF SURCHARGE ) <br />oo II <br />SURCHARGE <br />BMP C207 <br />MNL: 2+76.78 <br />\ <br />FFSET:28.17L <br />i <br />°TOP OF°SURCHARGE <br />_ <br />- - <br />-- -- - - _° <br />-- <br />.,°.°� <br />.°10°•°. ° °°. ° ° °°,°.°.°.°°° <br />MNL: 3+40.78 <br />° FFSET:31.33R <br />,6° ° °°,° <br />°° ° °° <br />•°.°°° °.° 2, 1I°.° <br />.°,° •°.°°°. <br />oe-OI <br />TOP OFSURCHARGE/.°.°°•°o° <br />aC <br />°,°°, <br />°°, <br />00. <br />°,°°°°°,°°° <br />.°.\� <br />_ 9 8 <br />. 7 <br />°4+50°°°°°° <br />4 <br />—2+50_° I <br />°°°•°3+0°° <br />° °•° f°°°3 0° <br />°° °°°° °4+0 <br />5+00" ° °°j °°5+50°°°J°°I° <br />° °°°°°6+0 <br />CWL:0+34.33 <br />° <br />CWL ALIGNMENT, . <br />y ° <br />° • ° >E11° <br />FFSET:29.43L <br />TOPOF SURCHARGE° I° <br />° <br />°3 <br />SEE DWG G1.04 . <br />X5 <br />° . . . . . ..°. ° �.° <br />I. <br />--250. <br />. . . ° <br />VT <br />2G.0 <br />MNL:6+12.42 \ ✓ l <br />OFFSET:28.17L______________________ <br />TOP OF SURCHARGE <br />MNL:6+17.42 <br />OFFSET:23.17L LIMITS v v <br />TOP OF SURCHARGE Ix- OF WORK _ <br />— — — — — — — <br />MNL ALIGNMENT \ <br />F ~ 6+50 WSL ALIGN <br />SEE DWG <br />MNL: 6+17.42 <br />OFFSET: 26.33R <br />TOP OF SURCHARGE <br />MNL: 6+12.97 <br />OFFSET: 31.3OR <br />TOP OF SURCHARGE <br />D4.04 /� D4.01 I / D4.01 \ <br />NE I MATCHLINE A <br />PLAN 0 <br />SCALE IN FEET <br />20 0 20 40 <br />OF <br />EMBANKMENT. <br />ELEVATION: <br />SURCHARGE <br />24.5' <br />2:1 MAX SLOPE, <br />SIDE SLOPE <br />VARIES <br />1 <br />30 <br />SURCHARGE <br />FILL <br />--TOP <br />1 <br />SAND <br />BLANKET, <br />DRAINAGE <br />2' THK <br />PREPARED <br />SUBGRADE <br />20/� <br />URCHARGE� <br />HEIGHT <br />AA <br />02'-"2'-0" <br />VARIES <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />SETTLEMENT <br />PLATE, TYP. <br />VARIES <br />10 <br />WICK DRAINS, <br />TYP <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />0 <br />L75 L50 L25 'L R25 <br />ALIGNMENT <br />A SECTION <br />D4.01 <br />NIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. <br />7+150 \ �� <br />I r/+r Alm <br />— - — PROPOSED CENTERLINE <br />r. •• , TEMPORARY SURCHARGE <br />TEMPORARY SILT FENCE <br />X SETTLEMENT PLATE <br />WICK DRAIN <br />Sp <br />gc�'VG <br />N S• <br />a WICK DRAIN SPACING <br />cn Z GY�G <br />A <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 G1.04 FOR ALIGNMENT <br />CONTROL. <br />TOP OF SURCHARGE <br />1 EMBANKMENT <br />ELEVATION: 24.5' <br />30 <br />SAND DRAINAGE <br />BLANKET, 2' <br />THK <br />SURCHARGE <br />FILL <br />2:1 MAX SLOPE, 1 <br />SIDE SLOPE VARIES <br />PREPARED <br />SUBGRADE <br />2'-0" <br />20 <br />2'-0" <br />� /� <br />\ \ \ \ \ \ <br />/ � \/�A/�A/��//�//�/.HEIGHT <br />SURCHARGE \ \ \ \ \ <br />%�/��/��/��/�� <br />�/�/ <br />VARIES <br />VARIES <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />WICK <br />DRAINS, <br />I <br />I <br />I <br />SETTLEMENT <br />PLATE, TYP. <br />10 <br />TYP. <br />I <br />i <br />A, <br />.1, <br />-L -L <br />0 <br />R50 R75 L50 L25 It R25 <br />ALIGNMENT <br />B SECTION <br />D4.01 <br />PROJECT ENGINEER: <br />SCALE: <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />J. KEISER <br />NOTED <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />DESIGNED BY : <br />C. WEST <br />DATE: <br />JULY 2022 <br />z <br />Port o, f <br />3240 Eastlake �eE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />se,Z4.138 �a1oz <br />® ® ® eatt <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY <br />C. CASTONA <br />I <br />EVERETT <br />p:zo6.G?A.1387 <br />ENGINEERS, INC. —.pnde gjnee[s. <br />Al7/7/23 <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 />ti <br />P.O. BOX 538 <br />QO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />APPROVED BY: <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />N0. <br />DATE <br />BY <br />REVISION <br />R50 <br />RECORD DRAWINGS <br />PORT OF EVERETT DWG. NO. <br />D4.01 <br />MILLWRIGHT LOOP ROADS CIP NO. 6_8_008-01 <br />PHASE 1 <br />SURCHARGE PLAN AND PROFILE NO. llOJECT pD-WP-2022-07 <br />SHEET NO. 39 OF 48 <br />