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EX PUD SUBSTATION <br />m <br />EX PUD <br />SUBSTATION FENCE <br />EDGE OF PVMT <br />MATCH EX GRADE <br />w <br />O <br />m <br />Q <br />w <br />w <br />V) <br />LJ <br />Z <br />J <br />2 <br />U <br />Q <br />69' 'I 186' 114' <br />15' WATER EASEMENT 50' COE UTILITY EASEMENT 3: <br />O <br />J <br />W <br />m <br />Li <br />HIGH w <br />w MAST LIGHT POLE w <br />& FIRE HYDRANT <br />m <br />w <br />Z <br />RIDGE TRENCH <br />FINISH GRADE z ELEV=19.51' c=J� DRAIN 5 <br />TRENCH DRAIN 3 N —2.00% —1.30% Q —?,00 <br />—1.30% `-4 M <br />------------------- <br />-------- <br />----- ----------"---- EX GRADE <br />I <br />— � 3"0 SSFM POWER <br />12"0 WATER COMM DUCTBANKS 12"0 SD <br />12"0 SDIE=12.60 <br />IE-10.45 EX GRADE <br />(SAND BACKFILL) 42"0 CSFM <br />I <br />I <br />TRACK 2 <br />TRACK 1 <br />290' <br />12' PUD EASEMENT FUTURE RR SIDING AREA DWO EASEMENT <br />15' WATER EASEMENT <br />HIGH PROPERTY LINE <br />MAST LIGHT <br />POLE & FIRE <br />HYDRANT <br />EX FENCE <br />x <br />I I <br />TRENCH z z z <br />FUTURE RAIL SIDING <br />DRAIN 5 <br />i� <br />—2.00% N <br />-------------------— — — — — — — — — — — — <br />EX GRADE �12"0 WATER <br />EDGE OF PVMT <br />MATCH EX GRADE <br />n IEX DWO <br />1 <br />12"0 SD y I POWER DUCTBANK BELOW GRADE <br />IE=12.60 POWER/ <br />Port of <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />EX GRADE <br />1WNgo] C71110 <br />r�nuol I nnnnr <br />EDGE OF PVMT <br />MATCH EX GRADE <br />SECTDON <br />9" HMA OVER <br />12" CSBC <br />C3.51C3.13 SCALE: 1 "=10' HORIZ, 1 "=10' VERT <br />i <br />EDGE OF PVMT <br />MATCH GRADE <br />9" HMA <br />\— 12" CSBC <br />COMM DUCTBANKS <br />J SECTDON <br />C3.5 C3.13 SCALE: 1 "=10' HORIZ, 1 "=10' VERT <br />I <br />SECTDON <br />C2.1, C3.3, C4.11C3.13 SCALE: 1"=30' HORIZ, 1"=6' VERT <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />0 <br />12/02/2021 <br />NW <br />2—INCH TO 9—INCH PVMT <br />0 <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />DO <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />NO. <br />DATE <br />BY <br />REVISION <br />0 <br />• • • •• • • • <br />NO. DATE BY <br />REVISION <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />INFORMATION <br />PROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />APPROVED BY: <br />CONDITIONS WERE NOT <br />VERIFIED BY ENGINEER. <br />• • 10, 20' <br />HORIZ,R ////i. <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />SITE SECTIONS <br />(3 OF 4) <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 22x34 <br />REDUCE SCALE ACCORDINGLY <br />J DWG. NO. C3.13 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT-NT-2021-02.2 <br />SHEET NO. 41 OF 150 <br />Z <br />a <br />U <br />LU <br />