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CONICAL POLYETHYLENE <br /> PILE CAP <br /> OL T PILE_EF+20' <br /> CUT OFF ELEV <br /> X7 HAT+SLR 14.25' <br /> 7 MHHW EL+11.09'_ _ CONTRACTOR <br /> DESIGNED FLOAT <br /> SYSTEM <br /> 18"00/2" PILE, MARINE COATED GUIDE PILE SCHEDULE <br /> TO - 20' MLLW PER SPECS <br /> PILE # CUT-OFF ELEV FUTURE BOTTOM OF PILE TIP EL NORTHING EASTING <br /> MUDLINE EL COATING EL REF NOTE 1 REF NOTE 1 <br /> 1 +20' -14' -22' -34' 367481.828 1300389.525 <br /> 2 +20' -14' -22' -34' 367441.858 1300387.988 <br /> 7 ELW_ EL-4.5' _ _ 3 +20' -14' -22' -34' 367401.887 1300386.451 <br /> +20' -14' -22' -34' 367361.917 1300384.913 <br /> CONTRACTOR 5 <br /> DESIGNED FLOAT +20' -14' -22' -34' 367321.946 1300383.376 <br /> SYSTEM <br /> MUDLINE VARIES APPROX 6 +20' -14' -22' -34' 367304.267 1300374.690 <br /> EL-9' MLLW + � iDi,/, 7 <br /> +20' -14' -22' -34' 367303.652 300390.678 <br /> 8 +20' -14' -22' -34' 367262.298 1300373.076 <br /> 9 +20' -14' -22' -34' 367261.683 1300389.064 <br /> "I <br /> MUDLINE VARIES APPROX 10 +20' -14' -22' -34' 367228.323 1300371.769 <br /> 0� EL-15 MLLW �. fins 11 +20' -14' -22' -34' 367227.708 1300387.757 <br /> z- <br /> o a <br /> ao a 12 +20' -14' -22' -34' 367192.350 1300370.386 <br /> a2 O 0 <br /> w a 13 +20' -14' -22' -34' 367191.735 1300386.374 <br /> z0 <br /> ~ 14 +20' -14' -22' -34' 367147.383 1300368.656 <br /> a0 <br /> ~ 15 +20' -14' -22' -34' 367146.768 1300384.644 <br /> BOTTOM OF MARINE <br /> COATING ELEVATION 6 +20' -14' -22' -34' 367103.397 1300366+965 <br /> o MIN 8' BELOW MUDLINE 17 +20' -14' -22' -34' 367102.782 1300382.954 <br /> 0 18 +20' -14' -22' -34' 367067.4683 1300365.5826 <br /> 0 <br /> i 9 +20' -14' -22' -34' 367066.8533 1300381.571 <br /> 20 +20' -14' -22' -34' 367012.483 1300363+468 <br /> 21 +20' -14' -22' -34' 367011.868 1300379.456 <br /> mj <br /> NOTES <br /> 3 <br /> 0 0 1. GUIDE PILE SCHEDULE TO BE FINALIZED BY CONTRACTOR WITH FLOAT <br /> N� <br /> MANUFACTURER RECOMMENDED PILE LOCATIONS. <br /> Lj <br /> 2. FINAL PILE TIP ELEVATION TO BE RECORDED BY CONTRACTOR. MINIMUM <br /> 0 20' EMBEDMENT BELOW FUTURE DREDGE LINE. <br /> _MINIMUM PILE TIP EL 20' B_ELOW n 3. PILES ARE STEEL 1/2" WALL ASTM 252 GRADE 50. <br /> FUTURE DREDGED MUDLINE <br /> 4. MARINE EPDXY COATING SHALL BE PROVIDED 8'-0" BELOW FUTURE <br /> A SECTION DREDGE MUDLINE. <br /> E` - S2.2 SCALE: 1/4" = 1'-0" IF SHEET IS LESS THAN 22x34 <br /> REDUCE SCALE ACCORDINGLY <br /> c�w PROJECT ENGINEER: SCALE: <br /> DWG. No. <br /> o�It E.�qj� N. WATSON AS SHOWN PORT OF EVERETT S2,2 w/� <br /> N 5G p4* �l DESIGNED BY: DATE: U) <br /> Port of ��°`° r� E DEBROECK DATE 2023 CENTRAL MARINA FUEL DOCK CIP NO. <br /> EVERETT1Tff 2-°-073-01 5 <br /> `o DRAWN BY: CHECKED BY: /G�/ <br /> ¢� P.O. BOX 538 16015th Avenue,Suite 1300 ® 04�11�2023 SS ISSUED FOR PERMIT REVIEW � 7 \�9 T. LEMONS S. KLIEB LER NooOJECTMR-GM-2023-01 Li <br /> Seattle,Washington 98101 ti APPROVED BY FLOAT GUIDE PILES w <br /> EVERETT, WA 98206 <br /> o i (425) 259-3164 (206)382-0600 Fax(206)382-0500 ��P' <br /> a PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 38 OF a <br />