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--�� TCD�LIN - SEE �C4.3 <br />MMMMM .■�mm�mm y1��..�..�..�D ■�r..�..� .�..�.. ..�..�Wf HEVREMIMMIiFi &Nilfi� GENERAL NOTES <br />Of / g <br />x x x �x x x x x x x x x x x x /� ■ 1. SEE DETAIL 1 ON C4.17 FOR TYPICAL <br />- - - - - - - - - - - - - - - ® d J tt STORM DRAIN TRENCH DETAIL. <br />0 / / NT-SDMH-09 %' - - - - <br />11 x NT-HML-06 <br />RIM=15.50 A4A2II--------------------�LZL�L_nX <br />7.46 (12" W) <br />\ IE=7.56 (CONTRACTOR TO FIELD <br />VERIFY IE AND PIPE MATERIAL) ElCONN EX 12" <br />\ SD FROIE=10.84 (15" CAP I <br />M I o o \ ■ <br />WAREHOUSE TO NEW SDMH ■ II I / \ \ V <br />\ \ III GRADE BREAK, TYP <br />V� r <br />II I <br />\ \ 12" CITY FM, NIC cn III x ---- �=- ------------ - <br />42" CITY FM, NIC <br />R1 <br />\ ■ � L7 x � � N ■ V <br />\j1I x NT-SDMH-10 Ld <br />TRENCH DRAIN RIM=18.03 W <br />HIGH POINT II IE=15.03 (8" N) <br />RIM=18.03 I IE=15.03 (8" S) () <br />■ WAREHOUSE TENANT LEASEHOLD IE=17.51 x IE-12.10 (12" E) ■ <br />104LF-TRENCH DRAIN o TD10; <br />\ p1J I III RIM=18.03 328LF TRENCH DRAIN L� <br />■ ` I IE=16.51 (TD) ■ <br />■ x IE=16.51 (8") C ■ <br />\ I / ✓ I 94AW S=2.2% <br />o, <br />Ld <br />J / <br />�>> ■ ::::::vNT-CB-05 I x 0 /- <br />\ - - - ■ �; NT =19.90 ` _ _ RIM=19.90 173LF-12" SD, S=0.55% / ■ <br />�; RIM=19.90 =I IE=15.20 (12" N) IIII <br />IE=15.74 (12" N) IE=15.20 (12" S) I U <br />�- <br />UI'd ter= XB-CGUTTER \ o <br />�L ® / ■ <br />....... , <br />■ /I 966LLF-12" SD, S=0.55% N/ H� 1 ✓ / �- / \ ~ <br />II ° E o� o <br />NT-CB-04 <br />EX LOADING DOCK `- ✓I IIx C3.8 S1.3 RIM=19.89 <br />IIII IE-14.25 (12" S) ■ a` <br />/ 20.90 IE=14.25 (12" W) ■ <br />III <br />11 <br />20.90 CONC GUTTER, TYP 6 K E V ki0 ,a, P <br />EX WAREHOUSE BLDG J ■ IIIIII > 240LF-12 SD S=0.3% 602LF CONC GUTTER TO C137 <br />■ ;.; .. <br />\ \ NT-CB-09 OB 08 <br />\ o NT-C / \ Z <br />oIIIIIK \� / RIM=20.30 \ RIM=20.30 30' 0 30' 60' <br />IE=17.30 (12" N) \ \ IE=16.58 <br />�■ CH ( I / N (12 <br />1 ME <br />IE=16.58 (12 <br />15' 45' <br />E)S <br />3.8 S1 41E=16.58 (12 ■ ( IIII _ / \ -18- - / IND <br />TIGHT ,P ■ SCALE: 1 "=30' <br />EX DWO ABOVE GRADE PIP <br />,ilia <br />1 EX UT IL GRADE BREAK, TYP 0 <br />■� ��_=__ ____=__T=======-======== - __ CALL 48HOURS <br />■ 3 / -D� WASTEWATER/STORMWATER <br />\ � u BEFORE YOU DIG <br />PIPELINE EASEMENT �• <br />DIAL 811 <br />- <br />( <br />EX HDPE PIPE <br />- <br />_ <br />` <br />ABOVE GRADE, PIP <br />\ �■ <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />_ <br />- ~ - - <br />- _ <br />' 9 <br />��- �■ <br />HORZ DATUM: NAD 83/91 <br />- <br />l �20 <br />-\ <br />_ _ <br />ER�1 LI 1�E� <br />- <br />R <br />_ <br />IF SHEET IS LESS THAN 22x34 <br />- -' - <br />REDUCE SCALE ACCORDINGLY <br />f <br />a <br />® <br />02/09/2022 <br />NW <br />H23 <br />MOVE SDMH6 & SDMTO <br />Avoid wood STAVE PIPE <br />RECORD CONDITIONS <br />PN. EW <br />SCALE <br />�� <br />PORT OF EVERETT <br />DWG.NO. <br />TSNN <br />N. AY: <br />1 = 30 <br />Port <br />12/02/2021 <br />JB <br />DELETE ECOLOGY BLOCK WALL, <br />ADD EX WHS GRAVEL PAD <br />ILLUSTRATED IN THESE <br />� <br />°ESGNE° BY: <br />DATE: <br />CONTOURS AND UPDATE FINAL <br />PLANS REFLECT <br />NORTON TERMINAL DEVELOPMENT <br />GRADES & PAVEMENT COORDINATES <br />J. BECKER <br />05/07/2021 <br />CIP No. <br />EV <br />NW <br />REVISED PER RFI010 & WHSE <br />INFORMATION <br />MTCA 3RD INTERIM ACTION <br />1-8-900-05 <br />DRAWN BY <br />CHECKED <br />����09/27/2D21 <br />GVL YARD DRAINAGE <br />PROVIDED BY THE <br />P 0 BOX 538 <br />1601 5th Avenue, Suite 1300 <br />0 <br />05/21/2021 <br />NW <br />ISSUED FOR BID <br />CONTRACTOR. RECORD <br />K. EDWARDS, D. YU <br />S& <br />N. WATSON <br />ST0 R M WAT E R DETAIL PLAN <br />PROJECT <br />NO,MT-NT-2021 -02.2 <br />Seattle, Washington 98101 <br />A <br />05/07/2021 <br />NW <br />FOR CITY REVIEW <br />05 <br />07 05 2023 <br />/ / <br />NW <br />RECORD DRAWING <br />CONDITIONS WERE NOT <br />APPROVED BY: <br />EVERETT, WA 9s2oe <br />(425) 259-3I 64 <br />(206) Fax (206) 382-0500 <br />VERIFIED BY ENGINEER. <br />VERIFIED <br />(5 O F 7) <br />PROJECTCT NO. NO. 1600120 <br />No. <br />oarE <br />BY <br />REvisioN <br />No. <br />oarE <br />BY <br />REVISION <br />N0. 50 OF 150 <br />