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MCI CONSTRUCTION DETAILS/TYPICALS verizonl <br /> 4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS N--PROJECT: <br /> 1703MNTR004 ROW EVT 1333 <br /> CITY OFEVERETT <br /> TYPICAL DETAIL"A" TYPICAL DETAIL"C" o'Z�'3-9 <br /> TYPICAL DETAIL"B" T STREET <br /> EVERE <br /> TYPICAL NECK EXTENSION DETAIL TERMINATORS,SUMP,&GROUND ROD SLEEVE EVERETT,WA <br /> qa MANHOLE COVER IRONWORKS#B-30 2 SECTIONS <br /> 36" CARRIER LOGO 48"� 4 <br /> 1 UPPER SECTION Z LU <br /> 'j 00 P4.. O = Q <br /> REINFORCED �1�+ 7 d a <br /> CONCRETE TTX 1"PVC SLEEVE > K <br /> NECK EXTENSION LOWER SECTION 00 0 w <br /> FOR GROUND ROD <br /> .: Z <br /> ,•� 24" y, Z Z L F <br /> 12"X4"STANDARD SUMP O O 5 S <br /> 12" ut U w o <br /> N Z O <br /> 21" C N m J o <br /> C Q z <br /> z a <br /> TYPICAL DETAIL"D" 6•. o 3 <br /> DALWORTH QUICKSET MANHOLE NOTES: 21 w . fn o <br /> WALLS:61N. HEADROOM:4881. 1.EACH COVER TO HAVE(4)PICK U O w Q <br /> SLOTS FOR REMOVING. <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' FORT <br /> 4"DIAM.TERMINATORS group <br /> (FOR SCH.40 PIPE) �'+ <br /> TYPICAL DETAIL"E" 4EACHWALL �6 <br /> RING AND COVER DETAIL 0' " <br /> 20" RING:390lbs. COVER:300lbs. <br /> 30 �32" TYPICAL DETAIL"F" <br /> O BOLT INSERTS AND PULL IRONS <br /> 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 /> • 6' 101, LOWER SECTION FIBER OPTIC CABLE <br /> 6' O Q "3M"SPLICE CASE. <br /> 4"DIAMETER TERMINATOR(TYP.) ENGINEER. AB <br /> PULL IRON(TVP.) REINFORCED CONCRETE 1r DRAWN AS <br /> MANHOLE(UPPER SECTION) q„ 41" 4„ REVISIONS <br /> WEIGHT:+4300 LBS. RE <br /> 49" <br /> V PVC SLEEVE 48" 12"X4"STANDARD SUMP <br /> FOR GROUNDING ` <br /> ROD f <br /> 0 O TYPICAL DETAIL "G' 24" 30 <br /> TYPICAL MANHOLE EXCAVATION PIT <br /> 30" O ;, <br /> 12" <br /> 1� 7' <br /> 4a EXISTING <br /> 22" 72" 1081N GRADE <br /> .�� PULL IRONS(TYPJ <br /> SUITABLE DIRT .375"X 1.50"FULLY THREADED 1#ACH WALL <br /> / 27" BACKFILL BOLTS AND INSERTS(2 BOLTS CENTERED UNDER o<.sPE<iri<w�:T xmpi sNo.. P<a <br /> • 43'• AND INSERTS EACH WALL) TERMINATORS w <br /> 72" MANHOLE ANHOLE SCALE <br /> e <br /> 6-HORIZONTAL: N/A <br /> ••27 PVC,OR BSP/GSP NOTES: <br /> 80" 60" 1Y� CONDUIT(TYP.) 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH SELECT MATERIAL. VERTICAL: N/A <br /> SUITABLE DIRT 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 />