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_ - _ <br /> f SDMH1,SEE�SIT C E9 _- 16T <br /> __ GENERAL NOTES <br /> 18"INLINE CHECK VALVE ® c�1 7 1 ® \ \ EX ROCKERY, PIP ■ 1. SEE DETAIL 1 ON C4.17 FOR TYPICAL <br /> ■ STORM DRAIN TRENCH DETAIL. <br /> 4TQkMWAT€PC <br /> A LIFT STATION SYSTEM, <br /> S SHEETS C4.14, C4.15,C4.16 P P P P P P P RO EX PUS �\ \ I <br /> ■ �1 --� / t \ EX OUTFALL 114 <br /> 7- ■ <br /> ■ o ���� ��O ���8� bHly (DECOMMISSIONED) ■ U <br /> Ljj <br /> w <br /> SDMH2 '09 12"x45'�EfdD <br /> ■ RIM=16.10 0 29LF-12"SD,S=1. " LoGF IE=11.27 �� fp T- �� ■ <br /> IE=12.73 12' N '4Sp J <br /> ■ ( ) m RIM=16.02 M <br /> IE=14.50 (TD) 142LF-12' D TREATED STOR A ER \ F'00 27 -��,_ ■ <br /> °o �=1.0% TO OUTFALL WIt \ <br /> IE=14.50 (8") <br /> I -- TD2 1401 F-8 SDFM 3 COVER Q r O \ d <br /> WQ FLOWRATE FIR \ \ <br /> HIGH FLOW BY S/ <br /> ■ 9-36LF RENCH DRAIN LIFT STATION, �C.15 \ <br /> ■ \ / TRENCH DRAIN CB1 128LF �_ EX TRANSMISSION SSBONEPOLE, PIP ■ <br /> HIGH POINT c> ^^" ^0:04 15.97 / �� \ 1 \ v <br /> ✓ RIM 15.502 I E ."-^ 3 <br /> E=15.50 2� 9 TRENCH DRAIN l� �- \ \ <br /> IE=13.02 (8"N) cJIJN�CVER E=13.02 (12"S) O �UF-8" ti � <br /> IE=15.50 SDFM <br /> - I lJ Q <br /> SDMH12, ^ ,J <br /> YL <br /> ■ ® SEE SILT C4.11 / <br /> d -d-- d = •d d d CESF TREATMENT SYSTdFM,• <br /> d d P P �P <br /> SEE SFHiEET 17 <br /> 3 75LF-12"SD 5=0�5% <br /> ■ CB10, 881E_12,-SD EX ASPH ROAD ~ "� -/ ■ <br /> ■ SEE SHT C4.11 OB22, S_D 799 ,C811 4 <br /> SEE SHT C4-11 RIM-17.17 <br /> I <br /> �' `r I IE=12.17(12"E) x 16 � <br /> IE-12.17(12"S) \ <br /> GRADE BREAK, TYP ✓ N ) \ �75, <br /> U■ CARGO CONTAINER I/��/ ( 1 ■ <br /> ■ CONTAINMENT AREA 14' I Q(i/ �■ <br /> LYJ <br /> SDMH16 <br /> RIM=17.01 4 EX PUD ✓` <br /> Liu- I - SUBSTATION <br /> IE=11.37(12"W) J �- RIME <br /> 5.27, <br /> ■ - g IE=11.37(12"E) �� /� / RIM=1 <br /> _ A I IE=11.47 <br /> y IE=11.47,WATER-TIGHT CA ( /� <br /> ----17---- -- ----------- ------17-----�- - _ \J LL] 10LF-12"SD 5-1.0% <br /> v�J <br /> U <br /> 4 / X X X <br /> SDMH4 J 10'x15' DUMPSTER&RECYCLE ARE LL- ----- - � I \ <br /> :�]■ RIM=15.92 3 16--- -16- / ■ <br /> ✓n a <br /> ■ IE=11.02 E) <br /> U IE=8.84(24"24"N) SDMH13 RIM=15.92 ii ■ <br /> IE-88&8.34(24"S) SDMH11 IE=10.30(24"E) SDMH15 FJ /o l 1 \ <br /> IE=7.84(36"W) RIM11.7 IE=9.85(12"N) IE-10090(12"N) ✓ -16 /1� _� 4 SDMH17 � <br /> IE=11.77(12"W) , 7�16'- <br /> IE=9.47(24"N) IE=9.85(24"S) IE=10.09 <br /> ■ 2 � RIM=15.27 <br /> I� <br /> IE=9.47 IE=10.09(12' S) 76, <br /> � -10.97(12 N <br /> ■IE <br /> 0L-2' SD,5=.0% F0 o E=0.97(2 <br /> - <br /> W <br /> 1 GRADE BREAK, TYP I / E-IOA7(12"S) �- <br /> --2184LF-24 SD, S=0.3%-- -- - "^ ---- <br /> - -- 127LF-24' SD,5=0.3%---- � 60LF-12' SD, 5=0.49, z 295LF-12 SD 5=0.3% � <br /> D3 ,� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ \jl �� >1 KEYMAP <br /> �= -- �_s= �u - u __= u =_ �__�__ __ __ __ __ _= <br /> 264LF�sTRENCH DRAIN ��c 1 6-- 40LF TRENCH DRAIN!/ <br /> TRENCH DRAIN <br /> SDMH14 RIM-15.80 HIGH POINT <br /> - 4 IE=14.86(TD N) RIM \ C612 4 C613 <br /> TRENCH DRAIN \ RIM=15.80-^ IE=15.28 RIM=15.27 T / 30' 0 30' 60' <br /> HIGH POINT ,°emu I IE=14.86(8"N) / RIM=15.27 <br /> PIG <br /> IE ^^-^S IE=14.28(TD S) 6� --16 IE=12.00 C4.4 C4.13-16 €� IE=12.00 C4.4 C4.13 NI <br /> IE=15.28 IE=12.80(8"N) IE=14.28(8"S) �' / <br /> / 5 45' <br /> IE=12.80(8"S) ,� 1 <br /> IE=10.40(18"E) SCALE: 1"=30' <br /> ---17--------- IE=10.40(24"W) F3 <br /> W W W W W W W W W W W W W W W <br /> CALL 48 HOURS <br /> ■ -- , -�17---- --17------- -- BEFORE YOU DIG <br /> � <br /> m ® � oo <br /> DIAL811 <br /> < LP8 LPI <br /> =mr� -1 ------- ------------ -----18------- <br /> su�snr�lrne rr \J VERT DATUM: NAVD 88 <br /> P P P P P P P P P P P PP P \ P P� P P P P P P P� CONV TO MLLW = NAVD88+2.03 <br /> HORZ DATUM: NAD 83/91 <br /> mm <br /> c c c- c c c c c c c c c c c c c c c c c c c c LlU <br /> a< I ' K"P!1NE SEt C4.7 <br /> W <br /> !D PROJECT ENGINEER: SCALE: DWG. NO. <br /> 0� p, A9 N. WATSON 1" = 30' PORT OF EVERETT C4.4 <br /> ® 09/27/2021 NW REVISED PER RFI010 & WHSE DESIGNED BY: DATE: <br /> Port of GVL YARD DRAINAGE ���` - ,o NORTON TERMINAL DEVELOPMENT H <br /> o ® 07/28/2021 NW ADDENDUM 4 =" 'am J. BECKER 05/07/2021 po'' CIP NO, <br /> EVERETT ® 07/23/2021 NW ADDENDUM 3 DRAWN BY: CHECKED BY: « M T C A 3 R D INTERIM ACTION 1-8-900-05 V <br /> 1601 5th Avenue,Suite 1300 0 os 21/2o2t NW IssuEo FOR BID 370ia K. EDWARDS, D. YU N. WATSON PROJECT a/ <br /> N P 0. BOX 538 Seattle,Washington98101 / e�rs �fi STORMWATER DETAIL PLAN <br /> N0. MT-NT-2021-022 <br /> N EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW �TCJ bh APPROVED Bv: O <br /> GRADE BREAK, VR25) 259-3164 (206)CT NO.1 Fax(206)382-0500 r 3 O F 7\ LL <br /> PROJECT NO.1600120 N0. DATE BY REVISION N0. DATE BY REVISION \ J SHEET NO. 48 OF 150 <br />