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6920 SEAWAY BLVD 2025-07-23
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6920 SEAWAY BLVD 2025-07-23
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Last modified
7/23/2025 11:13:17 AM
Creation date
6/18/2025 8:25:32 AM
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Address Document
Street Name
SEAWAY BLVD
Street Number
6920
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MCI CONSTRUCTION DETAILS/TYPICALS <br />TYPICAL OPEN TRENCH DETAIL <br />TYPICAL DETAIL A TYPICAL DETAIL B TYPICAL DETAIL C <br />OPEN CUT CONCRETE OR ASPHALT TRENCH &PLACE CONDUIT TRENCH &PLACE JOINT CONDUIT <br />PLAN VIEW <br />CONDUIT AS SPECIFIE <br />E/W ANY NUMBER OF <br />INNERDUCTS AND/OR <br />HDPE's, AS SPECIFIED <br />& FIBER OPTIC CABLE01 <br />-- <br />a , <br />W • •• 't4 <br />SAW CUT AND - <br />REMOVE 2' MIN. <br />' CONCRETE OR .. . <br />'•'• ` ;:ASPHALT ROAD+ <br />R/ <br />6" MIN. <br />j 12" MIN. BELOW <br />FINISHED GRADE <br />M 114d2" <br />COVER <br />FRONT CROSS SECTION <br />VIEW <br />—1 VARIES r— <br />CO <br />NOTE: <br />BACKFILL MUST BE MADE <br />WITH ROCK FREE MATERIAL <br />EXISTING GRADE <br />BURIED CABLE <br />MARKER TAPE <br />COMPACT BACKFILLS IN <br />6" LAYERS WITH ROCK <br />FREE MATERIAL <br />12" MIN. <br />12" MIN. BELOW <br />FINISHED GRADE <br />A <br />COVER. <br />CONDUIT AS SPECIFIED E/W <br />ANY NUMBER OF INNERDUCTS <br />AND/OR HDPE's, AS SPECIFIED <br />& FIBER OPTIC CABLE <br />TYPICAL DETAIL D <br />TRENCH EROSION CONTROL <br />All") I IINJU uKHUC <br />FILLED BAGS <br />SIDE CROSS <br />SECTION VIEW <br />CLEAN BACKFILL <br />TOE OF BANK <br />CONDUIT AS SPECIFIED <br />E/W ANY NUMBER OF <br />INNERDUCTS AND/OR <br />HDPE's, AS SPECIFIED & <br />FIBER OPTIC CABLE <br />FILLED BAGS <br />CONDUIT AS SPECIFIE <br />E/W PULL ROPE <br />TOP OF BANK <br />EXISTING <br />GRADE <br />EXISTING GRADE <br />BURIED CABLE <br />MARKER TAPE <br />COMPACT BACKFILL IN 6" LAYERS <br />WITH ROCK FREE MATERIAL. 2-SACK <br />SAND -SLURRY BACKFILL MAY BE <br />REQUIRED BY THE LOCAL GOV. <br />AGENCY <br />CONDUIT AS SPECIFIED E/W <br />ANY NUMBER OF INNERDUCTS <br />AND/OR HDPE's, AS SPECIFIED <br />& FIBER OPTIC CABLE <br />verizom/ <br />1 PROJECT: 1 <br />PROJECT ID NUMBER. <br />1801AVAO.3 ROW EVT 0638 <br />PERMITTING ENTITY. <br />CITY OF EVERETT <br />PROJECT LOCATION. <br />2215 MERRILL CREEK PKWY <br />EVERETT, WA <br />o- <br />at <br />z <br />O <br />O <br />Z <br />Ln <br />0 <br />U <br />Wl <br />Q <br />v <br />Jcc <br />J <br />Q <br />0 � <br />� <br />= <br />z <br />+� <br />z <br />a <br />O <br />O <br />Di <br />o <br />NE <br />z <br />o <br />U <br />Q <br />w <br />C) <br />C V1ICU <br />C <br />J <br />.-. <br />0 <br />Z <br />0- <br />W <br />Y <br />o <br />LJ <br />n <br />(if <br />w <br />ems <br />f <br />w <br />D <br />z <br />U <br />O <br />Q <br />FORESITE <br />arni in <br />Foresite Group, Inc. w I -.fg-inc.net <br />3000 E Cesar Chavez St. o 1 334.887.6064 <br />Suite 400 f 1334.887.6024 <br />Austin, TX 78702 <br />VARIES <br />SPACE RO <br />EQUALLY <br />ENGINEER: AB <br />DRAWN BY: NL <br />REVISIONS <br />DATE I DESCRIPTION NITIAL <br />NOTES: <br />1. INTERLOCK BAGS INTO TRENCH, ONE <br />EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRA <br />THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN <br />LAYER PARALLEL WITH THE CABLE, THE <br />PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. B( <br />SECOND LAYER CROSSWISE AND THE <br />NOT <br />REIP ODUCED, ICOPIEID, CT OR N USEDC FOR D ANY L PURP( <br />THIRD LAYER PARALLEL, ETC.. TAMP THE <br />WITHOUT SPECIFIC WRITTEN PERMISSION. <br />BAGS FIRMLY INTO PLACE AND PLACE <br />SCALE <br />THE BAGS SO THEY WILL CONFORM TO <br />THE PREDISTURBED BANK. <br />2. BAGS WILL EXTEND THE FULL WIDTH <br />HORIZONTAL: N/A <br />AND DEPTH OF EXCAVATION TO <br />UNDISTURBED SOIL. <br />VERTICAL: N/A <br />1 SHEET: D-04 1 <br />
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