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TDE-Klr' J f1DAINI Tl1D DAD DCIAIC(11D(`IKI/` <br />VVlI VI\L IL II\LIV VII <br />DRAIN AND FOOTING, <br />SEE S1.3 <br />ZURN 882 TRENCH DRAIN <br />LINER AND GRATE OR <br />APPROVED EQUAL. <br />DC('CCC ('_DATC DV V_" <br />UVIVVI\LIL II\LIVVII <br />DRAIN FOOTING, <br />SEE S1.3 <br />Port o, f <br />EVERETT <br />P,0 BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />SEAL WALL <br />PENETRATION WITH <br />NON —SHRINK GROUT <br />ASPHALT FINISH <br />GRADE <br />8" DI SD, <br />SEE NOTE 1, TYP <br />TRENCH DRAIN TO TYPE 2 CD CONNECTDON <br />-I- SCALE: NTS <br />1601 5th Avenue, Suite 1300 <br />Seattle, Washington 98101 <br />(206) 382-0600 Fax (206) 382-0500 <br />PROJECT NO. 1600120 <br />SDMH3, SDMH10, SDMH14, SDMH19, SDMH 23 & SDMH24 <br />0 <br />® <br />07/05/2023 <br />NW <br />RECORD DRAWING <br />03 <br />6/28/2022 <br />NW <br />REVISED CONCRETE SLAB <br />REINFORCING <br />�2 <br />09/27/2021 <br />NW <br />REVISED PER RFI010 <br />07/23/2021 <br />NW <br />ADDENDUM 3 <br />C <br />06/21/2021 <br />NW <br />ISSUED FOR BID <br />NO. <br />DATE <br />BY <br />REVISION <br />NO. DATE BY <br />0 <br />° m <br />NOTE <br />STORM DRAIN PIPE AND FITTINGS FOR <br />CONNECTING TRENCH DRAINS TO CATCH BASIN <br />OR MANHOLE STRUCTURES SHALL BE DUCTILE <br />IRON IN CONFORMANCE WITH SPECIFICATIONS. <br />REVISION <br />ASPHALT FINISH <br />GRADE <br />(2EA) ADDITIONAL #6 BAR AT SAME <br />ELEVATION AS TRENCH DRAIN TOP <br />BAR, TYP <br />TRENCH DRAIN TOP BAR <br />5.33' SQ REINFORCING PER SECTION B <br />CB TYPE 1 TYP 3" MIN ON S1.3 TO BE EXTENDED INTO <br />ADJACENT 9 IN THICK <br />A a TYP CONCRETE SLAB, TYP <br />a' <br />a/ a <br />a <br />- - Q1 <br />��> = aAl <br />a <br />a ° <br />a Q. a. a WHEN TRENCH DRAIN BARS CANNOT BE I <br />° EXTENDED, DRILL AND EPDXY DOWELS L_ <br />WITH MINIMUM EMBEDMENT LENGTH OF <br />8 INCHES INTO CURED CONCRETE, TYP <br />3 MIN CONCRETE TRENCH DRAIN <br />TYP _ AND FOOTING, SEE S1.3 <br />ISOLATION JOINT PER <br />WSDOT STD PLAN <br />A-40.15-00, TYP — <br />9" CONC SLAB <br />12" CSBC <br />PIPE ZONE BEDDING <br />(VARIES) <br />ai <br />SLOPE TO DRAIN <br />0 <br />ZURN 882 TRENCH DRAIN LINER <br />AND GRATE OR APPROVED <br />EQUAL. RECESS GRATE BY Y". - <br />ZURN 882—E8 NO HUB END <br />OUTLET OR APPROVED EQUAL — <br />FLEXIBLE COUPLING, FERNCO <br />STRONG BACK RC 1056 OR <br />APPROVED EQUAL <br />8"x45' DI <br />BEND, TYP T <br />8" DI SD, <br />SEE NOTE 1, TYP <br />SEAL WALL <br />PENETRATION WITH <br />NON —SHRINK GROUT <br />0 <br />CONCRETE TRENCH <br />DRAIN FOOTING, <br />SEE S1.3 <br />TRENCH DRAIN TO TYPE 1 CD CONNECTION <br />-I- SCALE: NTS <br />PROJECT ENGINEER: <br />SCALE: <br />RECORD CONDITIONS <br />N. WATSON <br />AS SHOWN <br />ILLUSTRATED IN THESE <br />PLANS REFLECT <br />DESIGNED BY: <br />J. BECKER <br />DATE: <br />06/21 /2021 <br />INFORMATION <br />PROVIDED BY THE <br />DRAWN BY: <br />CHECKED BY: <br />K. EDWARDS, D. YU <br />N. WATSON <br />CONTRACTOR. RECORD <br />APPROVED BY: <br />CONDITIONS WERE NOT <br />VERIFIED BY ENGINEER. <br />CB1 <br />0 <br />RECORD DRAWING <br />PORT OF EVERETT <br />NORTON TERMINAL DEVELOPMENT <br />& MTCA 3RD INTERIM ACTION <br />TRENCH DRAIN DETAILS <br />° <br />CALL 48 HOURS <br />BEFORE YOU DIG <br />DIAL 811 <br />VERT DATUM: NAVD 88 <br />CONV TO MLLW = NAVD88+2.03 <br />HORZ DATUM: NAD 83/91 <br />IF SHEET IS LESS THAN 2204 <br />REDUCE SCALE ACCORDINGLY <br />DWG. NO. C4.25 <br />CIP NO. <br />1-8-900-05 <br />PROJECT <br />NO. MT—NT-2021 —02.2 <br />SHEET NO. 66 OF 150 <br />0 <br />Z <br />