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ASPHALT FINISH ASPHALT FINISH <br /> GRADE GRADE <br /> CB TYPE 2 <br /> J6 <br /> --- ------- CB TYPE 1 <br /> ° Id ad - d <br /> � - - d —a —°a a <br /> I d ° d � I _ <br /> —d - -, 4 a <br /> m - - - <br /> 44 <br /> a `d a d' a <br /> da d 4 as 4`1 <br /> ° <br /> I� <br /> CONCRETE TRENCH CONCRETE TRENCH <br /> DRAIN AND FOOTING, DRAIN AND FOOTING, <br /> SEE S1.3 SEE S1.3 <br /> ZURN 882 TRENCH DRAIN LINER <br /> ZURN 882—E8 NO HUB END AND GRATE OR APPROVED <br /> OUTLET OR APPROVED EQUAL FLEXIBLE COUPLING, ISOLATION JOINT PER EQUAL. RECESS GRATE BY Y2". <br /> ZURN 882 TRENCH DRAIN FERNCO STRONG BACK ISOLATION JOINT PER WSDOT STD PLAN ZURN 882—E8 NO HUB END <br /> LINER AND GRATE OR RC 1056 OR APPROVED WSDOT STD PLAN A-40.15-00, TYP OUTLET OR APPROVED EQUAL <br /> .APPROVED EQUAL EQUAL A-40.15-00, TYP <br /> RECESS GRATE L. Yz". 9" CONC SLAB <br /> 9" CONC SLAB FLEXIBLE COUPLING, <br /> 1 12" CSBC STRONG BACK RC 1056FERNCO <br /> OR <br /> 56 OR <br /> 8"x45° DI 12" CSBC APPROVED EQUAL <br /> BEND, TYP PIPE ZONE BEDDING <br /> PIPE ZONE BEDDING 8 x45° DI <br /> (VARIES) (VARIES) BEND, TYP <br /> d a ° a <br /> Z <br /> SLOPE TO DRAIN O — — SLOPE TO DRAIN — SLOPE TO DRAIN SLOPE TO DRAIN <br /> CONCRETE TRENCH 8" DI SD, CONCRETE TRENCH <br /> DRAIN FOOTING, SEAL WALL 8" DI SD, SEE NOTE 1, TYP DRAIN FOOTING, <br /> SEE 51.3 PENETRATION WITH SEE NOTE 1, TYP SEE S1.3 <br /> NON—SHRINK GROUT SEAL WALL <br /> PENETRATION WITH <br /> NON—SHRINK GROUT <br /> EINCONFORMANCE <br /> E AND FITTINGS FOR <br /> TRENCH DRAIN TO TYPE 2 CB CONNECTION NCH DRAINS ro cnrcH BASIN 2 TRENCH DRAIN TO TYPE 1 CB CONNECTION <br /> RUCTURES SHALL BE DUCTILE <br /> SCALE: NTS SDMH3 SDMH10 SDMH14 SDMH19 SDMH 23 & SDMH24 MANCE WITH SPECIFICATIONS. — — SCALE: NTS C61 <br /> IF CALL 48 HOURS <br /> BEFORE YOU DIG <br /> 11 DIAL 811 <br /> °m r� VERT DATUM: NAVD 88 <br /> CONV TO MLLW = NAVD88+2.03 <br /> m n HORZ DATUM: NAD 83/91 <br /> � o W <br /> a< <br /> m <br /> !D PROJECT ENGINEER: SCALE: <br /> P� �g PORT OF EVERETT DWG. N0.C4.25 <br /> p. N. WATSON AS SHOWN <br /> Q+ oT>tAsej 1' <br /> ° Port of _ <br /> �s DESIGNED BY: DATE: NORTON TERMINAL DEVELOPMENT <br /> c 2�^� i 2 J. BECKER 06/21/2021 CIP N0. <br /> EVERETT ® 09/27/2021 NW REVISED PER RFI010 & WHSE DRAWN BY CHECKED Br 1-8-900-05 <br /> GEL YARD DRAINAGE & MTCA 3RD INTERIM ACTION U <br /> 16015th Avenue,Suite 1300 10 07/23/2021 NW ADDENDUM 3 A 37o1a o K. EDWARDS, D. YU N. WATSON PROJECT <br /> IN) P.0 Box 538 Seattle,Washington 98101 �1,3l80�.�6��" APPRGVED BY: TRENCH DRAIN DETAILS NO. MT-NT-2o21-02.2 tY <br /> EVERETT, WA 98206 (206)382-0600 Fax(206)382-0500 ® O6/21/2021 NW ISSUED FOR BID �staxet�' {o O <br /> (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 66 OF 150 LL <br />