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e GENERAL NOTES: <br /> PROPOSED 36 IN DIAM FLEXIBLE WATER 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS <br /> STORM DRAIN PIPE TIGHT CONNECTOR, 10.25' 5.00' TO ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. SEE <br /> IE 6.87 Q TYP SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. <br /> LL <br /> 0 o CENTER OF STRUCTURE 5.00' <br /> 24 IN DIAM SOLID NORTHING AND LASTING <br /> LOCKING LID, TYP PER STORMWATER PLAN, <br /> SEE SHEET C4.9 <br /> PRE—FABRICATED <br /> LADDER PER WSDOT LIFT STATION <br /> STANDARD PLAN DISCHARGE, UTILITBACKY <br /> LL PER <br /> B-30.90-02, TYP TO TREATMENT UTILITY TRENCH <br /> o N , DETAIL <br /> o T <br /> 1 I I <br /> A o I I EDGE OF <br /> o I I TRENCH <br /> 1 I I (TYP) <br /> LIFT � <br /> STATION/ <br /> WEIR WALL C4.1 1 C4.1 6 WET WELL CDF ;I I; I o z <br /> FILLED I' s <br /> ORIFICE CONTROL TRENCH <br /> TO WATER QUALITY <br /> BLOCK <br /> PROPOSED 36 IN DIAM IE 5.12 <br /> STORM DRAIN PIPE <br /> IE 6.87 z WATER TIGHT SEAL <br /> 15.25' <br /> 1 DETAIL 2 DETAIL UTILITY TRENCH CUTOFF WALL DETAIL <br /> C4.9 C4.1 4 SCALE: 1" = 5'-0" C4.9 C4.14 SCALE: 1" 5'-0" C4.10 C4.14 SCALE: 1" 5'-0" <br /> CENTER OF STRUCTURE <br /> NORTHING AND LASTING <br /> PER STORMWATER PLAN, HEAVY DUTY BOLT <br /> SEE SHEET C4.9 DOWN LID FLUSH WITH WEIR WALL <br /> FINISHED GRADE, TYP EL 10.43 <br /> 2"H X 6"W NOTCH <br /> 2"H X 6"W NOTCH FOR VENTILATION <br /> WEIR WALL FOR VENTILATION <br /> N <br /> EL 10.43 LIFT STATION 12" <br /> INLET LIFT STATION DISCHARGE MIN <br /> DISCHARGE TO OUTFALL M INLET TYP EDGE OF <br /> TRENCH (TYP) <br /> 7.51 IN DIAM <br /> ORIFICE AT IE <br /> 5.22 TO WATER Z QUALITY OUTLET TO INLET <br /> �ir <br /> OUT ALL M IE 6.87 <br /> IE 6.87 <br /> ORIFICE TO z <br /> BOT EL -1.00 WATER QUALITY N CDF <br /> FILLED <br /> TRENCH <br /> FILL BOTH SIDES BLOCK CALL48HOURS <br /> OF GROUTLL SUGRADE BEFORE YOU DIG <br /> 3.55' DEPTH PREPARATION DIAL811 <br /> 4mr� A SECTION B SECTION SECTION VERT DATUM: NAVD 88 <br /> ~ <br /> - - SCALE: 1" 5'-0" - - SCALE: 1" 5'-0" - - SCALE: 1' 5'-0" CONV TO MLLW = NAVD88+2.03 <br /> n HORZ DATUM: NAD 83/91 <br /> � o W <br /> a< <br /> m <br /> LU <br /> !D PROJECT ENGINEER: SCALE: <br /> �g PORT OF EVERETT DWG. N0.C4.14 <br /> p. N. WATSON AS SHOWN <br /> Q+ oe iAsej 1' <br /> C 1b Np S DESIGNED BY: DATE: <br /> Port of ���` �2 J. BECKER 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. H <br /> o Ram <br /> M _ <br /> _ M�/u���� DRAWN BY: CHECKED BY: 1-8-900-05 <br /> LrL & MTCA 3RD INTERIM ACTION U <br /> N 16015th Avenue,Suite 1300 06/21/2021 NW ISSUED FOR BID A 37014 o K. EDWARDS, D. YU N. WATSON PROJECT <br /> N P.0 Box 538 Seattle,Washington 98101 3 STORMWATER DETAILS No. MT—NT-2021-02.2 tY <br /> N EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 ® 05/07/2021 NW FOR CITY REVIEW �staxeu�'� bti� APPROVED BY: O <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION (2 OF 4) SHEET NO. 58 OF 150 LPL <br />