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MCI CONSTRUCTION DETAILS/TYPICALS <br />verizonv/ <br />TYPICAL DETAIL "A" <br />4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS <br />TYPICAL NECK EXTENSION DETAIL <br />REINFORCED <br />CONCRETE <br />NECK EXTENSION <br />TYPICAL DETAIL "D" <br />DALWORTH QUICKSET MANHOLE <br />WALLS:6in. HEADROOM:48in. <br />REINFORCED CONCRETE <br />MANHOLE (UPPER SECTION) <br />WEIGHT: +4300 LBS. <br />60' 60' <br />20" <br />4" DIAMETER , <br />TERMINATOR <br />(TYPICAL.) <br />6' <br />4" DIAMETER TERMINATOR (TYP.) <br />PULL IRON (TYP.) --%, <br />1" PVC SLEEVE <br />FOR GROUNDING <br />ROD <br />REINFORCED CONCRETE <br />MANHOLE (UPPER SECTION) <br />WEIGHT: +4300 LBS. <br />12"1 STANDARD SUMP <br />22" <br />TYPICAL DETAIL "B" <br />MANHOLE COVER IRONWORKS #13-30 <br />NOTES: <br />1. EACH COVER TO HAVE (4) PICK <br />SLOTS FOR REMOVING. <br />2. STAMP CARRIER'S ID IN COVER. <br />3. ACCESS HOLE: 30" <br />TYPICAL DETAIL "E" <br />RING AND COVER DETAIL <br />RING:390lbs. COVER:300lbs. <br />TYPICAL DETAIL "Gu <br />TYPICAL MANHOLE EXCAVATI❑N PIT <br />T1*--- 72 <br />1 <br />72" MANHOLE <br />SUITABLE DIRT <br />BACKFILL <br />PLAN <br />TYPICAL DETAIL "C" <br />TERMINATORS, SUMP, & GROUND ROD SLEEVE <br />2 SECTIONS <br />:ARRIER LOGO �48 <br />UPPER SECTION <br />00 24„ <br />EXISTING <br />GRADE <br />SUITABLE DIRT <br />BACKFILL <br />MANHOLE <br />PVC, OR BSP/GSP <br />CONDUIT (TYP.) <br />CRUSHED STONE <br />PROFILE <br />LOWER SECTION <br />12" X 4" STANDARD SUM <br />O <br />4" DIAM. TERMINATO <br />(FOR SCH. 40 PIf <br />4 EACH W/ <br />TYPICAL DETAIL "F" <br />BOLT INSERTS AND PULL IRONS <br />2 SECTIONS <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 />- - <br />z <br />U <br />O <br />0 <br />H <br />LU <br />U <br />_ <br />LU <br />Q <br />ln <br />J <br />Q <br />D <br />p <br />LU <br />= <br />z <br />+� <br />z <br />d <br />O <br />O <br />o <br />N <br />Z <br />00 <br />U <br />Q <br />LU <br />C) <br />C <br />C <br />(A <br />J <br />.-. <br />Z <br />Z <br />a <br />W <br />LU <br />LU <br />o <br />0 <br />� <br />J <br />(if(n- w <br />Ul <br />SIN <br />0 <br />w <br />z <br />U <br />O <br />Q <br />48 <br />UPPER SECTION <br />NOTE: <br />24 INSERT SPACING <br />ARRANGED FOR <br />FIBER OPTIC CABLE <br />"3M" SPLICE CASE. <br />19" <br />30" <br />7" <br />7" <br />.375" X 1.50" FULLY THREADED <br />BOLTS AND INSERTS (2 BOLTS <br />AND INSERTS EACH WALL) <br />PULL IRONS (TYP.) <br />1-EACH WALL <br />CENTERED UNDER <br />TERMINATORS <br />NOTES: <br />1. VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH SELECT MATERIAL. <br />2. BOTTOM OF EXCAVATED PIT TO BE BACKFILLED WITH 12" OF CRUSHED <br />STONE (3/4" GRADE). <br />3. SHORING WILL BE REQUIRED. <br />4. ALL MANHOLES SHALL BE PLACED WITH COVER FLUSH WITH EXITING GRADE <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 />ENGINEER: AB <br />DRAWN BY: NL <br />REVISIONS <br />DATE DESCRIPTION INITIAL <br />EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br />THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br />PROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH <br />BEING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br />REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br />WITHOUT SPEC IFIC WRITTEN PERMISSION. <br />SCALE <br />HORIZONTAL: N/A <br />VERTICAL: N/A <br />1 SHEET: D-07 1 <br />