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MCI CONSTRUCTION DETAILS/TYPICALS verizonl <br /> 4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS ECIONVE. PROJECT: <br /> /� <br /> 1703MNTR.006 ROW EVT 0578 <br /> TYPICAL DETAIL "C" CITY OFEVERETT <br /> TYPICAL DETAIL "A" TYPICAL DETAIL "B" 1OLZITTAVE <br /> TYPICAL NECK EXTENSION DETAIL TERMINATORS, SUMP, &GROUND ROD SLEEVE EVERETT,WA <br /> 48" MANHOLE COVER IRONWORKS#B-30 2 SECTIONS <br /> 36" 48" EEEE <br /> CARRIER LOGO I~ LU <br /> UPPER SECTION O - r� ♦ z <br /> 00 24 v V 2 a ° <br /> REINFORCED CONCRETE 1"PVC SLEEVE > <br /> NECK EXTENSION LOWER SECTION O O Q w u~ <br /> FOR GROUND ROD H <br /> 6r �7.qq_ 24" z LLI z <br /> 12" 12"X 4" STANDARD SUMP N OU = o <br /> C //�� <br /> 7^ C N ( / I— � z <br /> 0 <br /> 21" U ca Q O o <br /> O O z a U) z <br /> TYPICAL DETAIL "D" O O 6" o UJ of <br /> w <br /> DALWORTH QUICKSET MANHOLE NOTES: w ■om 1 o <br /> WALLS: 61n. HEADROOM: 481n. 1. EACH COVER TO HAVE(4)PICK U O Q <br /> SLOTS FOR REMOVING. Q Lu <br /> REINFORCED CONCRETE 2.STAMP CARRIER'S ID IN COVER. 16" 16" <br /> MANHOLE(UPPER SECTION) 3.ACCESS HOLE:30" <br /> WEIGHT:+4300 LBS. <br /> 60' <br /> 60' <br /> FORESITE <br /> 4"DIAM.TERMINATORS <br /> n n (FOR SCH.40 PIPE) rest,G� a.I"=_ wl wf9-I�e� <br /> TYPICAL DETAIL E 4 EACH WALL �6, 5.Eoe—Ch—FSt fi114aa,E'14 <br /> RING AND COVER DETAIL 6' A-im,TX 767D2 <br /> 20" RING: 390lbs. COVER: 300lbs. <br /> so <br /> 32 TYPICAL DETAIL "F" <br /> Fo <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.) I ARRANGED FOR <br /> 06111 10" LOWER SECTION <br /> 6' O O � 31MESP ICE CASES <br /> 4"DIAMETER TERMINATOR(TYP.) <br /> AB <br /> REINFORCED CONCRETE 1� 24" 191, DRAWN BY: PS <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 .fr.•• ,� 7„ <br /> ;r 48„ <br /> > 22 72„ EXISTING <br /> ;f 1(M IN GRADE THE SET RA MAY A D SPRwlse PROVIDED S SHALL LL REMAINCONTRACTHE <br /> � THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> PULL IRONS(TYP.) PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOTH <br /> .375"X 1.50"FULLY THREADED 1-EACH WALL BEING ISSUEDREPRODUCED <br /> IN STRICT OR USED <br /> AND SHALL NOT E <br /> REPRODUCED, COPIED, CO USED FOR ANY PURPOSE <br /> 10 SUITABLE DIRT BOLTS AND INSERTS(2 BOLTS CENTERED UNDER WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> ;• 27" BACKFILL <br /> AND INSERTS EACH WALL) TERMINATORS <br /> 43" <br /> 6„ 72" MANHOLE ANHOLE LSCALE <br /> 6 HORIZONTAL: N/A <br /> 27 PVC, OR BSP/GSP NOTES: <br /> 60" 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 />