Laserfiche WebLink
MCI CONSTRUCTION DETAILS/TYPICALS verizon-" <br /> 4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS ECT1DNUM- PROJECT: <br /> 1703MNTR.004 ROW EVT 1332 <br /> 1.ITTINLLNTITY <br /> TYPICAL DETAIL C CITY QFEVERETT <br /> TYPICAL DETAIL "A" TYPICAL DETAIL "B" 2420L39THSTREET <br /> TYPICAL NECK EXTENSION DETAIL TERMINATORS, SUMP, & GROUND ROD SLEEVE EVERETT,WA <br /> 46° MANHOLE COVER IRONWORKS#B-30 2 SECTIONS <br /> 14 36" 46" <br /> CARRIER LOGO � --------- <br /> UPPER SECTION LLI <br /> O Z <br /> 24" V ♦ ♦ O Q z <br /> OO Ln <br /> w �/ 2 <br /> CONCRETEREINFORCED 1"PVC SLEEVE > <br /> NECK EXTENSION LOWER SECTION O O O co M z <br /> FOR GROUND ROD � H- � <br /> 7".qll— <br /> 12" 12"X 4" STANDARD SUMP O / , O W o <br /> O 21.. U _/ Q c) <br /> C L J z <br /> G IL w Z <br /> TYPICAL DETAIL "D" 0 0 6„ o <br /> 21" w '� W z <br /> DALWORTH QUICKSET MANHOLE NOTES: <br /> WALLS: 61n. HEADROOM: 48111. 1. EACH COVER TO HAVE(4)PICK V O z) <br /> SLOTS FOR REMOVING. Q j <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 /> 4"DIAM.TERMINATORS FORESITE <br /> SCH.40 PIPE)n " (FOR <br /> TYPICAL DETAIL E 4EACHWALL 3oOEGl'11G--M oII33ass EE4 <br /> EI3f 334.88�DE24 <br /> RING AND COVER DETAIL 6'1 A05H TX 78702 <br /> 20l" RING: 390lbs. COVER: 300lbs. <br /> 301, 32 TYPICAL DETAIL "F" <br /> 0 BOLT INSERTS AND PULL IRONS <br /> O 2 SECTIONS <br /> 1.375" <br /> 32 46" <br /> 30" 1.375" UPPER SECTION <br /> 4"DIAMETER NOTE: <br /> TERMINATOR 27• 24 INSERT SPACING <br /> (TYPICAL.) ARRANGED FOR <br /> 6' 10" LOWER SECTION <br /> FIBER OPTIC CABLE <br /> 6• 0 � "3M"SPLICE CASE. <br /> 4"DIAMETER TERMINATOR(TYP.) ENGINEER: AB <br /> REINFORCED CONCRETE 1� 24" 19" DRAWN BY: SS <br /> PULL IRON(TYP.) MANHOLE(UPPER SECTION) 41"WEIGHT:+4300 LBS. 4" 4" REVISIONS <br /> 49" <br /> 1"PVC SLEEVE 48" 12"X4"STANDARD SUMP DESCRIPTION INITI/ <br /> FOR GROUNDING <br /> ROD <br /> 6 TYPICAL DETAIL "G" 24" 30 <br /> TYPICAL MANHOLE EXCAVATI❑N PIT 7 <br /> 30" <br /> � 12" <br /> 48 EXISTING <br /> •4:• 22" 72 GRADE EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> � TPHEOSE DRAWINGS AND SPECIFICATIONS SMALL REMAIN THE <br /> PULL IRONS(TYP.) PERTY of MCI Co MUNICATDNs SERVICES,INc BOLT <br /> .375"X 1.50"FULLY THREADED 1-EACH WALL BEING IssueD w srRlcr CONFIDENCE AND SHALL NOT e <br /> op <br /> El, OR USED <br /> SUITABLE DIRT BOLTS AND INSERTS(2 BOLTS CENTERED UNDER ouT saECIRIc wRITT MISSIory <br /> tf 27" BACKFILL AND INSERTS EACH WALL) TERMINATORS ANY PURP <br /> 43' <br /> 6„ 72" MANHOLE "11HOLE SCALE <br /> 6 HORIZONTAL: N/A <br /> 27 PVC, OR BSP/GSP NOTES: <br /> 60" 60" � CONDUIT(TYP.) VERTICAL: N/A <br /> 12 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH SELECT MATERIAL. <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 />