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MCI CONSTRUCTION DETAILS/TYPICALS verizonl <br /> 4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS I-LILIT P.L.D. PROJECT: <br /> /� <br /> 1801AVAO.21 ROW EVT 1017 <br /> TYPICAL DETAIL "C" CITY OFEVERETT <br /> TYPICAL DETAIL "A" TYPICAL DETAIL "B" 2530MADISONST, <br /> TYPICAL NECK EXTENSION DETAIL TERMINATORS, SUMP, &GROUND ROD SLEEVE EVERETT,WA <br /> MANHOLE COVER IRONWORKS#B-30 2 SECTIONS = <br /> 48" W <br /> 36" 48 CARRIER LOGO � a Q <br /> UPPER SECTION O - Z = <br /> 00 24„ U ♦ ♦ O (D z <br /> v V o <br /> Lu <br /> REINFORCED U A <br /> CONCRETE 1"PVC SLEEVE > W <br /> NECK EXTENSION LOWER SECTION 00 <br /> FOR GROUND ROD O w W z <br /> 24" Z <br /> 12" 12"X 4" STANDARD SUMP 7 ZO OU uj 0 <br /> 7" E z W o <br /> 21" UC v <br /> C N J 7 <br /> O O Z 0- LLI 7 <br /> TYPICAL DETAIL "D" 0 0 6" of <br /> o o <br /> DALWORTH QUICKSET MANHOLE NOTES: 21 w mom5 Q z <br /> WALLS: 61n. HEADROOM: 481n. 1. EACH COVER TO HAVE(4)PICK U O <br /> SLOTS FOR REMOVING. Q <br /> '2.STAMP CARRIERS ID IN COVER. <br /> REINFORCED CONCRETE MANHOLE(UPPER SECTION) 3.ACCESS HOLE:30" 16" 16" O <br /> WEIGHT:+4300 LBS. <br /> 60' <br /> 60' <br /> 4"DIAM.TERMINATORS FORESITE <br /> (FOR SCH.40 PIPE) Sre L,G p I,= .I.w9-,,- <br /> TYPICAL DETAIL nEn 4 EACH WALL .E7.,CheSt 133488,3°z4�6' <br /> RING AND COVER DETAIL 6' A-im,TX 787D3 <br /> 20" RING: 390lbs. COVER: 300lbs. <br /> so <br /> 32 TYPICAL DETAIL "F" <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 /> (TYPICAL.) I ARRANGED FOR <br /> 6' 101, LOWER SECTION <br /> 6• O O 1MESP ICE CASE•3 <br /> 4"DIAMETER TERMINATOR(TYP.) <br /> ENGINEER: AB <br /> REINFORCED CONCRETE 1� 24" 19" DRAWN BY: PS <br /> PULL IRON(TYP.) MANHOLE(UPPER SECTION) 41" REVISIONS <br /> WEIGHT:+4300 LBS. 4" <br /> 49" 4" <br /> 1"PVC SLEEVE 48" 12"X4"STANDARD SUMP DATE DESCRIPTION INITIAL <br /> FOR GROUNDING <br /> ROD <br /> 6 TYPICAL DETAIL "G" 24" 30" <br /> TYPICAL MANHOLE EXCAVATI❑N PIT 7 <br /> 30" O •fr.•• 1� 7„ <br /> r... 12" <br /> ;: 48„ <br /> > 22 72„ EXISTING <br /> ;f 1(NIIN GRADE ExceaT As MAY BE oTHeRwlse aRavloeo BY coNTRACT <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 IN STRICT CONFIDENCE AND SHALL NOT E <br /> REPRODUCED, COPIED. OR USED FOR ANY PURPOSE <br /> 10 SUITABLE DIRT BOLTS AND INSERTS(2 BOLTS <br /> 43" CENTERED UNDER WITHOUT SPECIFIC WRITTEN PERMISSION. <br /> ;• 27" BACKFILL <br /> AND INSERTS EACH WALL) TERMINATORS <br /> 6„ 72" MANHOLEJMANHOLE 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 />