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MCI CONSTRUCTION DETAILS/TYPICALS verizonl <br /> 4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS LITP.L.S. PROJECT: <br /> /� <br /> 1801AUJE.19 ROW EVT 0580 <br /> TYPICAL DETAIL "C" CITY OFEVERETT <br /> TYPICAL DETAIL "A" TYPICAL DETAIL "B" 36'19RUCKERAVE <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~ � a <br /> UPPER SECTION 0 _ <br /> O — Z <br /> 24„ U ♦ ♦ U _ <br /> 00 w O <br /> �/ <br /> U W <br /> REINFORCED U A D < <br /> CONCRETE 1"PVC SLEEVE > W _ <br /> NECK EXTENSION LOWER SECTION O O FOR GROUND ROD O w 0 z <br /> 7� 24" 4� z Z U <br /> 12" 12"X 4" STANDARD SUMP ZO OU o <br /> 7.. vvi Z W 0 <br /> 21" U < v <br /> Q Z <br /> a <br /> TYPICAL DETAIL "D" 6„ o Qof <br /> DALWORTH QUICKSET MANHOLE NOTES: 21 w mom <br /> WALLS: 61n. HEADROOM: 481n. 1. EACH COVER TO HAVE(4)PICK U 0 <br /> SLOTS FOR REMOVING. a <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,Gr a.l"=_ wl wf9-I�e� <br /> TYPICAL DETAIL E 4EACH WALL �6, 5.E Cesar Chavez S, fi J3489]&OJ <br /> RING AND COVER DETAIL 6' Aasfq 7%167D3 <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 /> oft6' 10" LOWER SECTION <br /> 6' O O � 31MESP ICE CASE• <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 <br /> r... 12" <br /> ;i 48„ <br /> .�: 22 7 <br /> 72„ EXISTING <br /> ;f 1(M IN GRADE T ESET RA MAY BE 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 ISSUEDREPRODUCED <br /> IN STRICT OR USED <br /> AND ANY <br /> NOT E <br /> !� REPRODUCED, COPIED, CO USED FOR ANY SPURPOSE <br /> HALL <br /> 10 SUITABLE DIRT BOLTS AND INSERTS(2 BOLTS CENTERED UNDER WITHOUT SPECIFIC WRITTEN PERMISSION <br /> . <br /> ;• 27" BACKFILL <br /> AND INSERTS EACH WALL) TERMINATORS <br /> 43" <br /> 6„ 72" MANHOLE ANHOLE 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 />