Laserfiche WebLink
i <br /> 4' <br /> 6' 69' I186' 114' 1 <br /> 15' WATER EASEMENT 50' COE UTILITY EASEMENT0 <br /> O <br /> J <br /> CO J FINISH GRADE 9" HMA OVER HIGH w EX GRADE <br /> 12" CSBC <br /> MAST LIGHT POLE w <br /> EX POD m & FIRE HYDRANT 1J <br /> SUBSTATION FENCE <br /> z <br /> EX PUD SUBSTATION RIDGE _ TRENCH _ <br /> FINISH GRADE <br /> EDGE OF PVMT z_ ELEV=19.51' O DRAIN 5 — ------ <br /> TRENCH DRAIN 3 F —� � Q ?.0 <br /> MATCH EX GRADE —1 30% M <br /> MATCH EX GRADE <br /> EX GRADE 1 <br /> _`———— 3"0 SSFM ——� `POWER/ I <br /> Q 12"0 WATER COMM DUCTBANKS 12"0 SD <br /> 12"0 SD 1 IE=12.60' I <br /> IE=10.45 EX GRADE' q2"0 CSFM <br /> (SAND BACKFILL) <br /> I SECTION <br /> IC3.5 C3.13 SCALE: 1"=10' HORIZ, 1"=10' VERT <br /> I CL TRACK 2 <br /> L TRACK 1 <br /> I <br /> 290' <br /> 12' PUD EASEMENT FUTURE RR SIDING AREA DWO EASEMENT <br /> 0 HIGH 15' WATER EASEMENT <br /> m MAST LIGHT PROPERTY LINE <br /> POLE & FIRE FINISH GRADE 9" HMA <br /> w HYDRANT <br /> w <br /> � EX FENCE EX GRADE <br /> w TN XJ <br /> w TRENCH z z FUTURE RAIL SIDING CL EDGE OF PVMT d <br /> x <br /> DRAIN 5 MATCH EX GRADE --- -------- <br /> -2.00% N M <br /> < - ------------ <br /> EDGE OF PVMT <br /> EX GRADE 12"0 WATER MATCH GRADE 12 CSBC <br /> 1 EX DWO <br /> 12 0 SD <br /> POWER DUCTBANK IUI/ BELOW GRADE <br /> E=12.60 I POWER/ <br /> COMM DUCTBANKS <br /> J SECPON <br /> C3.5 C3.13 SCALE: 1"=10' HORIZ, 1`10' VERT <br /> I <br /> 10' 0 10' 20' <br /> HORIZ, VERT <br /> �� 15' CALL 48 HOURS <br /> BEFORE YOU DIG <br /> DIAL 811 oo <br /> VERT DATUM: NAVD 88 <br /> C SECTION 30' 0 30' 60' 6' 0 6' 12' CONV TO MLLW = NAVD88+2.03 <br /> C2.1, C3.31 C4.1 C3.13 SCALE: 1"=30' HORIZ, 1"=6' VERT <br /> HORIZ VERT HORZ DATUM: NAD 83/91 Z <br /> 5' 45' 3' 9' RECORD DRAWING IF SHEET LESS THAN 22 Q <br /> REDUCE SCALE ACCORDINGLY <br /> PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. N0. <br /> RECORD CONDITIONS N. WATSON AS SHOWN C3.13 0 <br /> Port of ILLUSTRATED IN THESE <br /> PLANS REFLECT DESI°NED BY: DATE: NORTON TERMINAL DEVELOPMENT � <br /> ® /0/202 NW RECORD DRAWING INFORMATION Q J. BECKER 05/07/2021 CIP NO. 1—8-900-05 O <br /> EvERETT 12 <br /> 12/02/2021 NW 2-INCH TO 9-INCH PVMT PROVIDED BY THE DRAWN BY: CHECKED BY: � MTCA 3RD INTERIM ACTION <br /> 16015th Avenue,Suite 1300 1 O6 21 2021 NW ISSUED FOR BID K. EDWARDS, D. YU N. WATSON PROJECT <br /> P.O. BOX 538 0 / / CONTRACTOR.RECORD SITE SECTIONS NO. MT—NT-2021—02.2 V <br /> CONDITIONS WERE NOT <br /> EVERETT WA sazos Seattle,Washington 98101 ® 05/07/2021 NW FOR CITY REVIEW APPROVED BY: W, <br /> (206)382-0600 Fax(206)382-0500 Z ,1 <br /> 425) 25s-31 s4 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION VERIFIED BY ENGINEER. (Z 0 �+) SHEET NO. 41 OF 150 <br />