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MCI CONSTRUCTION DETAILS/TYPICALS verizonl <br /> 4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS ECIONV.S. PROJECT: <br /> /� <br /> 1801AVAO.6 ROW EVT 1412 <br /> TYPICAL DETAIL "C" CITY OFEVERETT <br /> TYPICAL DETAIL "A" TYPICAL DETAIL "B" 309EAST CASINO RD, <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 Lu <br /> UPPER SECTION O -- Z < <br /> 24„ 1 ♦ ♦ � = o <br /> 00 ul <br /> w v U i <br /> REINFORCED 1"PVC SLEEVE > U' <br /> CONCRETE <br /> NECK EXTENSION LOWER SECTION O O Q w u~ <br /> FOR GROUND ROD H <br /> 7 24" 4� Z z <br /> 12"X 4" STANDARD SUMP N L~L.I o 12" <br /> 7" N _/ Z w Q <br /> 21" V Q <br /> N W z <br /> TYPICAL DETAIL "D" 0 0 6„ o i5 <br /> DALWORTH QUICKSET MANHOLE NOTES: 11 w mom O j <br /> WALLS: 61n. HEADROOM: 481n. 1. EACH COVER TO HAVE(4)PICK U U)O <br /> Q <br /> SLOTS FOR REMOVING. Q <br /> REINFORCED CONCRETE 2.STAMP CARRIER'S ID IN COVER. <br /> MANHOLE(UPPER SECTION) 3.ACCESS HOLE:30" 16" 16" Q <br /> WEIGHT:+4300 LBS. <br /> 60, <br /> 60, <br /> 4"DIAM.TERMINATORS FORESITE <br /> n n (FOR SCH.40 PIPE) rest,G.o"a.I"=_ 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 787D3 <br /> 20" RING: 390lbs. COVER: 300lbs. <br /> so 32 TYPICAL DETAIL "F" <br /> Fo <br /> O BOLT INSERTS AND PULL IRONS <br /> 0 2 SECTIONS <br /> 1.375" <br /> 32" 1 48" <br /> 30" 1.375" UPPER SECTION <br /> 4"DIAMETER NOTE: <br /> TERMINATOR 27� 24 INSERT SPACING <br /> ( ARRANGED FOR <br /> TYPICAL.) <br /> 6' 10" LOWER SECTIONCCA <br /> 6• O O 31MESP LCE CASES <br /> R OPTI ENGINEER: <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" O .jr.•• ,� 7„ <br /> ;i 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 TH <br /> PULL IRONS(TYP.) PROPERTY OF MCI COMMUNICATIONS SERVICES,INC BOTH <br /> .375"X 1.50"FULLY THREADED 1-EACH WALL BEING ISSUED IN STRICT CONFIDENCE 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 /> ;• BACKFILL TERMINATORS <br /> 27" <br /> AND INSERTS EACH WALL) <br /> 43" <br /> 6„ 72" MANHOLE ANHOLE SCALE <br /> 27 <br /> 6 OR BSP/GSP NOTES: HORIZONTAL: N/A <br /> PVC, <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 />