Laserfiche WebLink
MCI CONSTRUCTION DETAILS/TYPICALS verizonl <br /> 4'x4'x4' OR 4'x4'x2' MANHOLE DETAILS ,FCIDNNMa. PROJECT: <br /> /� <br /> 1703MNTR.005 ROW EVT 1327 <br /> TYPICAL DETAIL "C" CITY OFEVERETT <br /> TYPICAL DETAIL "A" TYPICAL DETAIL "B" 4634ALGERAVE <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~ ----------I a <br /> UPPER SECTION <br /> O Z <br /> 24„ U ♦ ♦ O — z <br /> v v W 0 <br /> REINFORCED 00 U A Q <br /> CONCRETE 1"PVC SLEEVE > W <br /> NECK EXTENSION LOWER SECTION O O O w (� z <br /> FOR GROUND ROD H <br /> 6r �T' 24" +' Z I- Z <br /> 12" 12"X 4" STANDARD SUMP N OU o <br /> 7" N o <br /> 21" U z CC � v <br /> C N J w z <br /> TYPICAL DETAIL "D" 6„ o °m <br /> DALWORTH QUICKSET MANHOLE NOTES: w ■om Q o <br /> WALLS: 61n. HEADROOM: 481n. 1. EACH COVER TO HAVE(4)PICK U O <br /> SLOTS FOR REMOVING. Q <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) resL,G� a.l�=_ wl w�9-I�e� <br /> TYPICAL DETAIL E 4 EACH WALL �6, S.E 7.,Chev St fi33488,3°z4 <br /> RING AND COVER DETAIL 6' A-im,TX 787D2 <br /> 20" RING: 390lbs. COVER: 300lbs. <br /> so <br /> 32 TYPICAL DETAIL 7' <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 /> il� <br /> (TYPICAL.) ARRANGED FOR <br /> 6' 101, LOWER SECTION <br /> 6• O O 31MESPLICE CASE. <br /> 4"DIAMETER TERMINATOR(TYP.) \ ENGINEER: 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 TYPICAL DETAIL "G" 24" 30" <br /> TYPICAL MANHOLE EXCAVATI❑N PIT 7 <br /> 30" O •fr.•• 1_ 7„ <br /> r... 12„ <br /> ;r 48„ <br /> > 22 7 <br /> 72„ EXISTING <br /> ;f 1(M IN GRADE T RHO PT RA MAY A D SPRwlse PROVIDED S SHALL LL REMAINGONTRACTHE <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 /> :::t <br /> 60^ <br /> 27 PVC, OR BSP/GSP NOTES: <br /> 60" 12� CONDUIT(TYP.) 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED WITH SELECT MATERIAL. VERTICAL: N/A <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 />