Laserfiche WebLink
12' SNOHOMISH PUD EASEMENT 12' SNOHOMISH PUD EASEMENT <br /> 4" CONDUIT, <br /> FINISHED 2 3 TYPICAL <br /> GRADE <br /> PER TRENCH DRAIN OR PER TRENCH DRAIN OR PER <br /> SHEEP SHEEP SHEEP <br /> C3.2 OTHER STRUCTURE C3.2 OTHER STRUCTURE C3.2 <br /> 7 <br /> 4' SCH. 80 '' CAUTION TAPE 7 �<.O <br /> TYPICAL OF 2 SNOPUD'15KV �ua <br /> POWER 1 SNOPUD 15KV Y =� 4 O O 'O <br /> '� <br /> 5 POWER W 1 4 6 <br /> t ti. ...... .... <br /> ,. POE TELECOM '1,-0" POE/480V'POWER <br /> ' <br /> , <br /> 5 1' S <br /> MINIMUM <br /> SNOPUD TRENCH SECTIOW H SNOPUD TRENCH SECTION@ POE DUCT BANK SECTION <br /> NO SCALE E4.1, E4.7 E5.5 NO SCALE El E1.5 E5.5 NO SCALE E1.3, E1.4 E5.5 <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 /> 10 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 /> Q2 HOT MIX ASPHALT PER SHEET C3.2. <br /> t�3 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 /> 0 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. BACKFlLL 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 /> 9O 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 /> ENCASEMENT AND BACKFILL REQUIREMENTS. <br /> E 10 PROVIDE 24" EXTENSION RING FOR VAULT TO ALLOW FOR CONDUITS TO PASS UNDER <br /> NEIGHBORING DUCT BANK. <br /> c <br /> N <br /> IF SHEET IS LESS THAN 2204 y <br /> REDUCE SCALE ACCORDINGLY <br /> m PROIECf FNGINEFIi: SCALEILI <br /> PORT OF EVERETT °`"G NO. <br /> E5 5 <br /> g� D. SIATERLIS NONE � <br /> Porto RCO N DESIGNED�: DATE <br /> 1 ads �•� D. SIATERLIS 05/07/2021 NORTON TERMINAL DEVELOPMENT CAP No.DRAWN 1-B-900-05 O <br /> `r ASSOCIATES,INC. <br /> EVff(fff �s,„���w� ENGINEERS-CONSULTANTS C. CHECKED BY' & MTCA 3RD INTERIM ACTION U. <br /> o ® �/9/2oz1 DXs ADODIDIY C. SMITH S. BARTKOSKE PROJECT <br /> I x,m`wn„°°ivn 9°1°1 206 2435022 www.elcon.ean ®Q NO. Z <br /> o P.O. BOX 538 � �..I�a, « T /21/202 M WM FORM •>� ELECTRICAL DETAILS MT-NT-2o21-02.2 <br /> "wEa No.u°oua 16300 CHRIS OSEN ROAD,STE 330 /07/202 OMS FOR CITY FEMN �OiYAL APPROVED BY: O <br /> EVERETT, WA 98206 SEATTLFWA 96188 V <br /> / (425) 259-3164 NO. OAlE gy REN9pN NO. DATE 6Y REN90N 6/IS/21 SHEET N0. 122 OF 150 <br /> z <br />