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MATCHUN - SE 4. <br /> N GENERAL NOTES <br /> x W { W Wx x <br /> \` x °1 a °�° U 1. SEE DETAIL 1 ON C4.17 FOR TYPICAL <br /> J x x xxx xxxxT )X STORM DRAIN TRENCH DETAIL <br /> - � <br /> SDMH9 / �II LP6 o --1■ <br /> R 15.50 El <br /> IM= / 1 ---- ----- 17 <br /> IE=7 x <br /> .99(12"W) svwss,w-fl"i<.w I .� . .. 1n�.. <br /> IE=7.5 TO 8.9i(EX 1T C.I.E. /\L <br /> \ CONTRACTOR TO FIELD VERIFY I cN / <br /> \o \ \IE AND PIPE MATERIAL) IE=10.84(15"CAP) ■ 1, / \ II x P P I, oP P� P-�\VP P <br /> CORN EX 12"SD FROM ■ III O O\O O 0-0-0- O / �C-�- <br /> WAREHOUSE TO NEW SDMH <br /> \ \ S i III x ,�, � � ■ <br /> V <br /> \ GRADE BREAK, TYP ■ <br /> \\ �\ �� \ II \ c> • <br /> 12" CITY FM, NIC n Ix - �- -19- - - - <br /> �- C <br /> 42" CITY FM, NIC mI <br /> \ ■ (A x ■ <br /> SDMH10 <br /> / J <br /> \ ( \ I J RIIMM18.03 <br /> -l/ TRENCH DRAIN T4 <br /> \\ \ <br /> \ x HIGH POINT \ IE=15.03(8"N) cn <br /> \��-��� ■ WAREHOUSE TENANT LEASEHOLD RIM=18.03 IE=15.03(8"S) ■ <br /> CIE=17.51 Ii 71 <br /> 104LF-TRENCH DRAIN - - - IE-12,10(12"E) - - - - - - - - - <br /> IE=12.10(12"W) I <br /> - - - - <br /> rLd <br /> �- L.L. II _ RIM-18.03 <br /> 328LF TRENCH DRAI <br /> cn ■ \I IE-16,51 (TD) ■ �c <br /> ■ IE=16.51 (8') <br /> - ��/ �IIx 95L�-12-SD,5=2.2% I, <br /> I <br /> 4L.Lj I -\- --------� <br /> RIM=19.90 J ` <br /> ■ / 173LF-12"SD 5=0.55% � ✓ � C <br /> t J CBs / a I c c c c c c c c c <br /> RIM=19.90 r IE=1520 (12"N) <br /> IE=15.74 �.l IE=1520 (12"S) I x d d d d d d d d d d <br /> �T I <br /> 92LF CO GUTTER 0�\ - A ■ a :i_ <br /> ■ C 1 j 96LF-12"SD 5=0.55% Q \\\\ LP \ �^ \\� ■ <br /> 4' HIGH CONIC BLOCK WAL\ECURITY FENCE ON TOP CB4 7 20 Tf \ <br /> / RIM=19.75 D i <br /> EX LOADING DOCK �-' / \ iH-3-05 - �Imm. <br /> \ IE=14.25(12"S) / ■ - - <br /> _IE=14.25(12"W) ■ -� <br /> rL - <br /> / -/�j KEYMAP <br /> ,FYI7URE RR SIDING CONC GUTTER,TYP <br /> EX WAREHOUSE BLDG TRACK 2 <br /> / ■ Q 240LF-12"SD, S=0.3% bU4Lh CONC GUTTER ■ <br /> ■ <br /> �y FUTURE RR SIDING Z <br /> RIM TRACK 1 C68 <br /> RIM=20.30 RIM=20.30 / 30' 0 30' 60' <br /> /■ \�-- A <br /> 15' 45' <br /> ■ --- 21 --2`I-�' SCALE: 1"=30' <br /> / a / <br /> \ ��./ EN DWO ABOVE GRADE PIP <br /> Ex TIOTr GRADE BREAK, TYP o <br /> J VAU T, PIP -\\ 01 <br /> ■I _=--= -Zo-21= = === � = CALL 48 HOURS <br /> ■ - - - - WASTEWATER/STORMWATER \ •���� BEFORE YOU DIG <br /> - PIPELINE EASEMENT DIAL 811 <br /> oo <br /> r <br /> Ex HOPE PPE -ABOVE GRADE, PIP VERT DATUM: NAVD 88 <br /> • - ---- -- `~ J■ CONV TO MLLW = NAVD88+2.03 <br /> ■ HORZ DATUM: NAD 83/91 <br /> �• LU <br /> O R�PER�Y LI 1�E� . <br /> a< W <br /> !D PROJECT ENGINEER: SCALE: A/ <br /> 0� A, �9 N. WATSON = 30' PORT OF EVERETT DWG. N0 C4.6 Lr <br /> "i1b�Q lA,pgANc,T� DESIGNED BY: DATE: <br /> Port of ="yR' ��� J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT GIP NO, V <br /> 4EVERETT e °9/27/2°2, NW REVISED PER RFI°'° & WHSE DRAWN BY CHECKED BY « M T C A 3 R D INTERIM ACTION 1-8-900-05 <br /> 1qGVL YARD DRAINAGE � <br /> 1601 5th Avenue,Suite 1300 0 06 21/2021 NW ISSUED FOR BID 37014 K. EDWARDS, D. YU N. WATSON PROJECT a/ <br /> N P 0. BOX 538 Seattle,Washington98101 / wp�e�rs �fi STORMWATER DETAIL PLAN <br /> N0. MT-NT-2021-022 <br /> N EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW "TYUFAL�TCJ bh APPROVED BY: O <br /> (425) 259-3164 (206)382-0600 Fax(206)382-0500 <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION (5 OF 7) SHEET NO. 50 OF 150 LL <br />