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1 <br /> 12' SNOHOMISH PUD EASEMENT 12' SNOHOMISH PUD EASEMENT <br /> 4" CONDUIT, <br /> FINISHED 2 3 TYPICAL <br /> GRADE <I'll<`°1-1 <br /> 1`c<<1° <br /> < <<<yt< << <br /> PER PER <br /> PER TRENCH DRAIN OR TRENCH DRAIN OR <br /> SHEET OTHER STRUCTURE SHEET OTHER STRUCTURE SHEET <br /> C3.2 C3.2 C3.2 <br /> 4" SCH. 80 CAUTION TAPE 7 O` c O 711111 <br /> CONDUIT, SNOPUD'15KV; `�?=- # '=" 4 6 / <br /> TYPICAL OF 2 POWER 1 y -�._ n <br /> SNOPUD 15KV �`' O Q.5 POWER <br /> LQsi ss sss;ss ,, sssss sssssss;;sssssss,.,,,, <br /> POE TELECOM POE 480V POWER <br /> " MINIMUM <br /> 5 <br /> 5 �"MINIMUM' <br /> SNOPUD TRENCH SECTIORr H SNOPUD TRENCH SECTION@ POE DUCT BANK SECTION <br /> NO SCALE E4.1, E4.7 E5.5 NO SCALE E1.2, E1.S E5.5 NO SCALE E1.3,(1.4PE5.5 <br /> 2 <br /> GENERAL NOTES <br /> 1. FOR ALL CONDUITS PROVIDE 2'-0" STAGGER BETWEEN ROW CONNECTION JOINTS UNLESS <br /> NOTED OTHERWISE. <br /> 2. REFER TO SNOHOMISH COUNTY PUD ELECTRICAL SERVICE REQUIREMENTS FOR MINIMUM <br /> CLEARANCES FROM DISTRICT UNDERGROUND LINES IN COUNDUIT TO OTHER CONDUITS, <br /> PIPES AND STRUCTURES. <br /> KEYED NOTES <br /> (j1 PROVIDE LOW-STRENGTH FLUIDIZED THERMAL BACKFILL (FTB) MINIMUM 3" BEYOND <br /> CONDUIT IN ALL DIRECTIONS PER SNOPUD T&D GUIDELINE 4-24-6.0. <br /> 02 HOT MIX ASPHALT PER SHEET C3.2. <br /> 30 CRUSHED ROCK BASE COURSE PER SHEET C3.2. <br /> ® PROVIDE BACKFILL WITH 5/8" MINUS CRUSHED ROCK AND COMPACTED TO 95% OF <br /> MAXIMUM DRY DENSITY OR LOW STRENGTH FTB OR CONTROLLED DENSITY FILL (CDF) PER <br /> SNOPUD T&D GUIDELINE 4-24-6.0. <br /> O COMPACTED SUBGRADE. <br /> © PER STRUCTURAL ENGINEER PROVIDE 3000 PSI CONCRETE WITH #3 REBAR SPACE HOOPS <br /> AND LONGITUDINAL REINFORCEMENT AT 12" ON CENTER ALONG THE ENTIRE LENGTH OF <br /> THE DUCTBANK. CONCRETE SHALL EXTEND AT LEAST 4" PAST THE OUTER EDGE OF <br /> EACH CONDUIT. <br /> Q7 PROVIDE BACKFILL AND COMPACT TO 95% MAXIMUM DENSITY. BACKFILL SHALL BE <br /> IMPORTED STRUCTURAL FILL OR EQUIVALENT SUITABLE NATIVE MATERIAL AS APPROVED BY <br /> THE ENGINEER. <br /> ® PROVIDE #4/0 BARE CU GROUND. <br /> 9Q NOT ALL CONDUITS, ENCASEMENT AND BACKFILL FEATURES HAVE BEEN FULLY SHOWN IN <br /> THIS SECTION. THIS SECTION IS FOR DEMONSTRATING CLEARANCES FROM OTHER <br /> CONDUITS/STRUCTURES. REFER TO OTHER SECTION CUTS FOR ADDITIONAL CONDUIT, <br /> 8 ENCASEMENT AND BACKFILL REQUIREMENTS. <br /> E 10 PROVIDE 24" EXTENSION RING FOR VAULT TO ALLOW FOR CONDUITS TO PASS UNDER <br /> a NEIGHBORING DUCT BANK. <br /> c <br /> N <br /> N IF SHEET IS LESS THAN 22x34 W <br /> REDUCE SCALE ACCORDINGLY N <br /> mPROJECT ENGINEER: SCAIE DWG. NO. <br /> E D. SIATERLIS NONE <br /> PORT OF EVERETT E5.5 uj <br /> PQ O RCON o ►��, OD.GSIATERLIS 05/07/2021 NORTON TERMINAL DEVELOPMENT CIP NO. <br /> o 1 ASSOCIATES,INC. 1-8-900-05 O <br /> r ENGINEERS-CONSULTANTS G� CN�� & MICA 3RD INTERIM ACTION U. <br /> o uism< "<wu.iwo T,9,2021 DKS ,D0QIDUM C. SMITH S. BARTKOSKE <br /> 5•�.W Wilry[F C= 206 243-SD22 wxw,elcan.com , , ELECTRICAL DETAILS PROJECT Z <br /> No. MT-NT-2021-02.2 <br /> {xaI aexasoo rv11a13ursm ( ) i 21 202 GIs ssum FOR 9D ash ti 0 <br /> o P.O. BOX 538 �0/�202 D� FOR�,� �� APPROVED BY: <br /> ,n P"NER nO.]°O011O 1830D CHRISTIE,VI ROAD,STt 330 t SHEET NO. 122 OF 150 <br /> m EVERETT, WA 96206 <br /> SEATRE,WA 90108 <br /> / (425) 259-3164 N0. DATE BY REVISION NO. DATE BY REVISION <br />