Laserfiche WebLink
MCI CONSTRUCTION DETAILS/TYPICALS verizon✓ <br /> 4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS 1...PROJECT: <br /> 1801AVAO.16 ROW EVT 2395 <br /> CITY OFEVERETT <br /> TYPICAL DETAIL"A" TYPICAL DETAIL"C" -aT,�,. <br /> TYPICAL DETAIL"B" 2200LYMPIC BLVD, <br /> TYPICAL NECK EXTENSION DETAIL TERMINATORS,SUMP,&GROUND ROD SLEEVE EVERETT,WA <br /> 48 <br /> MANHOLE COVER IRONWORKS#B-30 2 SECTIONS 36" — <br /> CARRIER LOGO �48"� <br /> a <br /> UPPER SECTION <br /> O z W <br /> 00 P4.. v / 1 O Q o <br /> REINFORCED <br /> CONCRETE 1"PVC SLEEVE > <br /> NECK EXTENSION LOWER SECTION w <br /> FOR GROUND ROD (� <br /> 24" +' Z Z <br /> 12"X4"STANDARD SUMP N O O r <br /> 12' £ U W o <br /> T N_ Z O <br /> 21" V Q W <br /> LOO <br /> Oz > z-TYPICAL DETAIL"D" 0 6" F o w o <br /> 21" C <br /> DALWORTH QUICKSET MANHOLE NOTES: I � � _ o <br /> WALLS:61N. HEADROOM:48IN. EACH COVER TO HAVE(4)PICK U O 0 <br /> 1. <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" <br /> WEIGHT:.4300 LBS. <br /> 60' <br /> 68' <br /> FORESITE <br /> 4"DIAM.TERMINATORS <br /> TYPICAL DETAIL"E" (FOR SCH.40PIPE) group <br /> 4 EACH WALL <br /> RING AND COVER DETAIL 6' <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 /J NOTE: <br /> TERMINATOR 27' 24 INSERTSPACING <br /> (TYPICAL.) ARRANGED FOR <br /> • 6' 10" LOWER SECTION FIB ER OPTIC CABLE <br /> 6' Q "3M"SPLICE CASE. <br /> 4"DIAMETER TERMINATOR(TYP.) ENGINEER. AB <br /> PULL IRON(TYP.) REINFORCED CONCRETE 1r 24" 19" DRAWN BY: AS <br /> WEIGHT+g <br /> MANHOLE(UPPER SECTION) q„ 41 <br /> WEIGHT: " 4„ REVISIONS <br /> 300 LBS. <br /> 49" <br /> V PVC SLEEVE 48" 1Z'X V'STANDARD SUMP <br /> FOR GROUNDING <br /> ROD <br /> 0 0 TYPICAL DETAIL `G' 24" 30" <br /> TYPICAL MANHOLE EXCAVATION PIT <br /> 30' O ;, <br /> 12" <br /> Y 7' <br /> 48 EXISTING <br /> .'t 22" 12" 1WIN GRADE <br /> .�� PULL IRONS(TYPJ iirPo row E <br /> SUITABLE DIRT .375"X 1.50"FULLY THREADED 1#ACH WALL <br /> 2/ 27" BACKFILL BOLTS AND INSERTS(2 BOLTS CENTERED UNDER o�.:PEuri�w:r:�� i sue. wa <br /> 43'• AND INSERTS EACH WALL) TERMINATORS w <br /> 72" MANHOLE ANHOLE SCALE <br /> 6 e HORIZONTAL: N/A <br /> • ••2T PVC,OR BSP/GSP NOTES: <br /> 80" fi0" 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 />