Laserfiche WebLink
_ NT'SDMH-01, <br />\ SEE SHT C4.9 <br />■ 18' INLINE IVALVEG -FLOWS WATERA LIFT STATION SYSTEM, <br />S SHEETS C4.14, C4.15, C4.1 <br />■ <br />A <br />NT-SDMH-02 <br />■ RIM=16.10 <br />IE=9.50 (12" N) <br />■ IE=7.07 (36" E, W) \ <br />■ <br />■ TRENCH DRAIN <br />HIGH POINT <br />RIM=16.02 <br />IE=15.50 <br />■ <br />■ <br />GRADE BREAK, TYP <br />Ld <br />L� ■ <br />Cn <br />Ld <br />J <br />NT-SDMH-04 <br />RIM=15.92 <br />■ <br />■ <br />s ss ss <br />AA <br />I/ TRENCH DRAIN <br />HIGH POINT <br />RIM=15.80 <br />■/ J IE=15.28 <br />■ <br />■■_■■_■■ <br />Port of <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />GRADE BREAK, TYF25) 259-3164 <br />oW _�15- 45' BEND \\ <br />NE <br />\ ROCKERY, PIP <br />\ \�` EX RO EX QRUS \ \\\ Ln <br />13 <br />o y�� <br />l� �� r �8 \ \ \ \O\� \ EX OUTFALL 004 ■ U <br />(DECOMMISSIONED)71 <br />■ <br />so s \ (\And W <br />0 29LF-12" SD� Goo 09 12"x45' 9ENBL Vt \\ o () <br />5-6.8% G IE=11.27 \ FI \`\ ■ <br />RIM=16.02 / \ : �Sph l \ \\ ■ <br />IE=14.50 (TD) TREATED STORMER <br />142LF-12' ,_J--1.0% WAY <br />TO OUTFALL M <br />IE=14.50 (8") <br />140LF-8" SDFM 3' MIN COVER •� \ r �~ LyJ <br />WQ FLOWRATE FRO a <br />128LF TRENCH DRAIN \ \ `� \ <br />HIGH FLOW BYPAS/S \ V A\ <br />LIFT STATION, SEE C4.15 \ � � \ \\ ■ - <br />NT-CB-01 5 / o 0 0 \ \ \ 1 �� EX CONC BASE/ <br />RIM=15.97 \ �� \ ` �\ _ TRANSMISSION POLE, PIP ■ <br />IE=11.97 (8" N) TRENCH DRAIN / ,\ \17 <br />IE=11.47 (12" S) <br />HIGH POINT _ \ <br />RIM=16.02 \ <br />o IE=15.50LF-8" SDFM MIN COVER \ <br />NT-SDMH-12, <br />® SEE SHT C4.11 / ® \ / P- -. �_= ...-.. `.-...�.-.�. <br />% CES TREATMENT SYSTEM, °P oP <br />L_ <br />NT-HML-04 op OP <br />SEE SHEET C4.11 I \ U - �P <br />NT-HML-03 75LF-12" SD S=0.5%- y-y -/ 77 D �\ OP op <br />8 <br />SEENT-CSHT 4.11 NT-CB-22 88(F 12" Sp S_0.7gq / I , \ X ASPH ROAD �� - - ■ <br />SEE SHT C4.11 / NT-CB-11 <br />C p RIM=17.17 <br />Ln I x IE=12.17 (12" E) x 16 <br />CARGO CONTAINER <br />N CONTAINMENT AREAcn <br />J <br />ccn o <br />� N <br />d <br />N <br />J <br />O <br />Do <br />NT-SDMH-11 <br />RIM=15.94 <br />IE=11.77 (12" W) <br />IE=9.47 (24" N) <br />IE=9.47 (24" S) <br />ss ss" <br />2 4L TRENCH DRA�1 ss <br />16 <br />IE=12.17 (12" S) o X <br />Ln <br />.1 N 0 X� <br />X NT-SDMH-16 II RIM117.01 \ PUD <br />f SUBSTATION <br />IE=11.37 (12" W) r XIU % <br />\ 16� IE=11.37 (12„ E) <br />IE=11.47, WATER -TIGHT CAP <br />_ IX <br />1OLF-12" SO, S=1.0% <br />\ L p el <br />x <br />10'x15' DUMPSTER &RECYCLE AREA <br />NT-SDMH-13 N <br />RIMIE=10 30 (24" E) NT-SDMH-15 0 <br />RIM=16.00 16 <br />IE=9.85 (12" N) IE=10.09 (12'$ N) <br />IE=9.85 (24'$ S) IE=10.09 (12$$ W) <br />5=1.0% �� IE=10.09 (12$$ S) <br />\ NT-SDMH-14 <br />RIM=15.80 <br />IE=12.80 <br />(8" <br />N) <br />\ IE=12.80 <br />(8" <br />S) <br />IE=10.40 <br />(18" <br />E) <br />� -----------------IE=10.40(24"W) <br />g <br />�O N <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />Uricl <br />NT-HML-08 <br />NT-TD-03 <br />- - ss5 ss <br />168LF TRENCH DRAIN - - <br />RIM=15.80 <br />cv <br />■ ■ mmmmm ■ mom <br />.. mmmmm ■ ■ mmmmm ■ ■ mmmmm <br />HLINE - SE C4.7 <br />U <br />12/02/2021 <br />NW <br />2-INCH TO 9-INCH PVMT <br />0 <br />11/03/2021 <br />NW <br />REVISED PER RFIO10A <br />® <br />09/27/2021 <br />NW <br />REVISED PER RFIO10 & WHSE <br />GVL YARD DRAINAGE <br />07/28/2021 <br />NW <br />ADDENDUM 4 <br />\ <br />07/23/2021 <br />NW <br />ADDENDUM 3 <br />0 <br />05/21/2021 <br />NW <br />ISSUED FOR BID <br />/D <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />N0, <br />DATE <br />BY <br />REVISION <br />0 <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />N0, <br />DATE <br />BY <br />REVISION <br />--295LF-12" SD S=0.3%r - <br />NT-TD-03 <br />GRADE BRFVAK, TYP, <br />V . A <br />■ <br />NT-SDMH-17 <br />RIM=16.10 <br />IE=10.97 (12" W E) ■ <br />IE=10.97 (12" S) ■ <br />LF-1-.,*- Id <br />160LF TRENCH DRAIN s <br />ss ss <br />ss■ <br />ss <br />■ <br />RIM=15.80 <br />TRENCH DRAIN <br />IE=14.28 (TD) <br />HIGH POINT <br />IE=14.28 (8") <br />RIM=15.80 <br />IE=15.28 <br />NT-CB-14 <br />RIM=16.06 <br />IE=13.06 (8" S) <br />■ <br />S <br />IE=13.06 (12" W) <br />■ <br />- <br />PROJECT ENGINEER: <br />SCALE: <br />IECORD CONDITIONS <br />N. WATSON <br />1 " = 30' <br />ILLUSTRATED IN THESE <br />'LANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />05/07/2021 <br />NFORMATION <br />'ROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />:ONTRACTOR. RECORD <br />:ONDITIONS WERE NOT <br />APPROVED BY: <br />✓ERIFIED BY ENGINEER. <br />■ <br />■ <br />\ ■L <br />r� <br />_.._.._.■_I■ - <br />PORT OF EVERETT <br />GENERAL NOTES <br />1. SEE DETAIL 1 ON C4.17 FOR TYPICAL <br />STORM DRAIN TRENCH DETAIL. <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />STORMWATER DETAIL PLAN <br />(3 OF 7) <br />KEYAP <br />• • • i• <br />SCALE:• <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. C4.4 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />No. MT-NT-2021 -02.2 <br />SHEET NO. 48 OF 150 <br />0 <br />Z <br />