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MCI CONSTRUCTION DETAILS/TYPICALS verizon,' <br /> 4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS LITP.L.S. PROJECT: <br /> /� <br /> 1703MNTR.001 ROW EVT 2389 <br /> TYPICAL DETAIL "C" CITY OFEVERETT <br /> TYPICAL DETAIL "A" TYPICAL DETAIL "B" 320020THST, <br /> TYPICAL NECK EXTENSION DETAIL TERMINATORS, SUMP, &GROUND ROD SLEEVE EVERETT,WA <br /> 48" MANHOLE COVER IRONWORKS#B-30 2 SECTIONS <br /> 36" 48" — <br /> CARRIER LOGO I~ d LLI <br /> UPPER SECTION Z <br /> 24" O V O Q z <br /> 00 v V _ <br /> Lu <br /> REINFORCED V A <br /> CONCRETE 1"PVC SLEEVE > W 0 U' <br /> NECK EXTENSION LOWER SECTION FOR GROUND ROD 0 w I z <br /> 24" 4t � Z <br /> 12" 12"X 4" STANDARD SUMP N OU W o <br /> 7" NCIO z w o <br /> 21" VCC Q > o <br /> C N J w Z <br /> TYPICAL DETAIL "D" 6„ o <br /> DALWORTH QUICKSET MANHOLE NOTES: 21 w ■■■ IL Z <br /> WALLS: 61n. HEADROOM: 481n. 1. EACH COVER TO HAVE(4)PICK U O <br /> SLOTS FOR REMOVING. Q Q <br /> '2.STAMP CARRIERS ID IN COVER. <br /> REINFORCED CONCRETE 0 <br /> (UPPER SECTION) 3.ACCESS HOLE:30" 16" <br /> WEIGHT:+4300 LBS. <br /> 60' <br /> 60' <br /> FORESITE <br /> 4"DIAM.TERMINATORS <br /> n n (FORSCH.40PIPE) resnecro"a.l"=_ wlwf9-I�e� <br /> TYPICAL DETAIL E 4 EACH WALL �6, 5.ECe ,Ch—FSt fi33488,3°z4 <br /> RING AND COVER DETAIL 6' Aasfq TX 787D3 <br /> 20" RING: 390lbs. COVER: 300lbs. <br /> so 32 TYPICAL DETAIL "F" <br /> O <br /> 1.375" BOLT INSERTS AND PULL IRONS <br /> 0 2 SECTIONS <br /> 32" 48" <br /> 30" m 1.375" UPPER SECTION <br /> 4"DIAMETER NOTE: <br /> TERMINATOR 27' t 24INSERT SPACING <br /> (TYPICAL.) ARRANGED FOR <br /> 1 " LOWER SECTION <br /> 6' l O � 31MESP ICE CASE• <br /> 4"DIAMETER TERMINATOR(TYP.) <br /> AB <br /> REINFORCED CONCRETE 24" 191, DRAWN BY: AS <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" 48„ EXISTING O .jr.•• ,� 7„ <br /> r... 12„ <br /> ;i <br /> .�: 22 72„ <br /> ;f 1(M IN GRADE T ESET RA MAY BE D SPHwlse PROVIDED S SHALL LL REMAINCONTRACH <br /> � THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN TH <br /> PULL IRONS(TYP.) PROPERTY OF MCI COMMUNICATIONS SERVICES,INC TOT <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, OR 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 L SCALE <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 />