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MCI CONSTRUCTION DETAILS/TYPICALS verizonl <br /> 4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS ONUMgER PROJECT: <br /> /� <br /> 1703MNTR.9 ROW EVT 0575 <br /> TYPICAL DETAIL "C" CITY OFEVERETT <br /> TYPICAL DETAIL "A" TYPICAL DETAIL "B" 2320HEWITTAVE <br /> TYPICAL NECK EXTENSION DETAIL TERMINATORS, SUMP, &GROUND ROD SLEEVE EVERETT,WA <br /> MANHOLE COVER IRONWORKS#B-30 2 SECTIONS W <br /> 48" <br /> U <br /> 36" CARRIER LOGO �48 Q <br /> UPPER SECTION 0 a <br /> r ' Z <br /> 00 24 o v � � <br /> _V U w i <br /> REINFORCED A < <br /> CONCRETE 1"PVC SLEEVE I.LOWER SECTION W pp <br /> NECK EXTENSION O O FOR GROUND ROD 0 w ) <br /> �7.q Z 2 z <br /> 12" 12"X 4" STANDARD SUMP N ZO OU < o <br /> 7" N / Z U Q <br /> 21" U W c� <br /> V) A� J Z o <br /> `v O z <br /> TYPICAL DETAIL "D" 0 0 6„ o Q <br /> DALWORTH QUICKSET MANHOLE NOTES: w mom I­_ U) o <br /> WALLS: 61n. HEADROOM: 481n. 1. EACH COVER TO HAVE(4)PICK U o <br /> w <br /> SLOTS FOR REMOVING. Q <br /> '2.STAMP CARRIERS ID IN COVER. <br /> REINFORCED CONCRETE 16" 16" W <br /> MANHOLE(UPPER SECTION) 3.ACCESS HOLE:30" w <br /> WEIGHT:+4300 LBS. <br /> 60' <br /> 60' <br /> 4"DIAM.TERMINATORS FORESITE <br /> n n (FOR SCH.40 PIPE) rest,G. a.l"=_ wl.wf9-I,,- <br /> TYPICAL DETAIL E 4 EACH WALL �6, 5.Eoe—Ch—FSt fi114aa,"14 <br /> RING AND COVER DETAIL 6' A-im,TX 767D3 <br /> 20" RING: 390lbs. COVER: 300lbs. <br /> so 32 TYPICAL DETAIL "F" <br /> O BOLT INSERTS AND PULL IRONS <br /> 0 2 SECTIONS <br /> 1.375" <br /> 32" 48" <br /> 30 1.375" UPPER SECTION <br /> 4"DIAMETER NOTE: <br /> TERMINATOR 27' 24 INSERT SPACING <br /> (TYPICAL.) ARRANGED FOR <br /> 6' 10" LOWER SECTION <br /> 6' O O � 31MESP ICE CASES <br /> ENG <br /> 4"DIAMETER TERMINATOR(TYP.) <br /> AB <br /> REINFORCED CONCRETE 1� 24" 191, DRAWN BY: AB <br /> PULL IRON(TYP.) MANHOLE(UPPER SECTION) 41" REVISIONS <br /> WEIGHT:+4300 LBS. 4" 4" <br /> 49" <br /> 1"PVC SLEEVE 48" 12"X4"STANDARD SUMP DATE DESCRIPTION INITIAL <br /> FOR GROUNDING <br /> ROD <br /> 6" <br /> TYPICAL DETAIL "G" 24" 30" <br /> TYPICAL MANHOLE EXCAVATI❑N PIT 7 <br /> 30" O jr ,� 7„ <br /> r... 12„ <br /> .�: 22 72„ EXISTING <br /> ;f 1(M IN GRADE T ESET RA MAY A D SPHwlse PROVIDED S SHALL LL REMAIN THE <br /> � THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN TH <br /> PULL IRONS(TYP.) PROPERTY OF MCI COMMUNICATIONS SERVICES,INC TOT <br /> w4m EL375"X 1.50"FULLY THREADED 1-EACH WALL BEING ISSUEDREPRODUCED <br /> IN STRICT OR USED <br /> AND SHALL NOT E <br /> !� REPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br /> SUITABLE DIRT BOLTS AND INSERTS(2 BOLTS CENTERED UNDER WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> ;• 27" RP BACKFILL <br /> AND INSERTS EACH WALL) <br /> 43" TERMINATORS <br /> 6„ 72" MANHOLE ANHOLE LSCALE <br /> 6 HORIZONTAL: N/A <br /> 60" <br /> 27 PVC, OR BSP/GSP NOTES: VERTICAL: N/A <br /> 60" 12. CONDUIT(TYP.) 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH SELECT MATERIAL. <br /> SUITABLE DIRT I CRUSHED STONE 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED WITH 12"OF CRUSHED <br /> BACKFILL STONE(3/4"GRADE). <br /> PLAN PROFILE 3.SHORING WILL BE REQUIRED. SHEET: D-07 <br /> 4.ALL MANHOLES SHALL BE PLACED WITH COVER FLUSH WITH EXITING GRADE <br />