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MCI CONSTRUCTION DETAILS/TYPICALS verizonN' <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS ECIONV.S. PROJECT: <br /> 1801AVAO.9 ROW EVT 1016 <br /> DETAIL "A" DETAIL "A-l" DETAIL "A-2" CITY OFEVERETT <br /> EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK EVERE T, AVE, <br /> DOWN DEVICE EVERETT,WA <br /> NEOPRENE RUBBER _ <br /> 4"X 1.50"X.25" 50"STAINLESS STEEL LU <br /> SEE DETAIL"A-3" A 1875"SCREW A NEOPRENE COVERA ME d <br /> THIS SHEET TWO PIECE REINFORCED WITH FLAT CAP UREDNUUTT W/& Q <br /> POLYMER MORTAR(RPM)COVER FOR WASHER4+7+4t+,�4++--++i+ <br /> STAINLESS END CAP <br /> NON-SKID 20,000 LBS.LOADING WEIGHT 4++ + O Z 0- <br /> (SELF CLEANING) 1 ♦ ♦ D z <br /> SURFACE + G U - (- O <br /> LIFTING SLOT 4+ w �EMS MARKER 4"X 2"WITH CENTER PIN + +++ V /� ■ D J <br /> 3M CAT#1411 j W H Q <br /> (ONE SIDE ONLY) - 0 w 1.- H � <br /> P1000 UNISTRUT i v z E z <br /> LOCK DOWN Z O LLI t <br /> DEVICE DIRT SHIELD E � U I j z <br /> SEE DETAIL <br /> H S SHEET .75IN. SECTION A-A vi z U <br /> Z <br /> UNISTRUT CHANNEL 1-800-24I9675 LOCKING DEVICE vi -j W z <br /> SUPPORT BEAM 501N. CROSS SECTION DETAIL "A-3" a w - <br /> 1.625"X 1"X 33" ® ccof <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET N - O W <br /> POLYMERCOVER <br /> FRAME <br /> *+ + + OF 2-PIECE RPM COVER vi ■ ■ � <br /> COVER AND FRAME + 4 0$+ + w ■ O z <br /> LOCKING BEAM +4 ++� U p <br /> (CENTER ONLY) + G+ G + +p+ 375"INSERT U Z <br /> .375"INSERT +p++ Q +d ++d+ ++ (TYP-4 PLACES)LS) a W <br /> + + J <br /> SEE DETAIL"A-2" v ++� WCOVERHOLDIDOWN <br /> +THIS SHEET + # vREINFORCED POLYMER +++ + p+ FORESITE <br /> MORTAR FRAME(RPM) 4p ++++ +vBONDED TO VAULT BY G a+a++#+ ++SEE DETAIL"A-4" MANUFACTURER <br /> THIS SHEET FIBERGLASS VAULT75"X 1.25"HEX BOLT .EC,Ch�-VFSt —S,3 ,34FIBERGLASS REINFORCED o133a.ee].sosa60" PLASTIC VAULT(FRP) WITH NUT,AND WASHER SIV o]s]az f 1334.88➢ 324 <br /> 30" <br /> 30" 3"REINFORCED DETAIL "B" BRACKET((HOT DIPPED <br /> RIB GALV)(2 REQ'D) <br /> VAULT BOTTOM <br /> a PLAN VIEW DETAIL "A-4" <br /> (144 SQ. IN. TOTAL DRAINAGE) <br /> 12" SUPPORT BEAM <br /> 6" TYP. INSTALLATION <br /> 1"DIA HOLE (TYP. AT 6 PLACES) <br /> FOR GROUND ROD RPM COVER <br /> (TYP-2 PL) <br /> 12" <br /> 4.50"BELL ENDS W/PVC S LIFTING BOLTS(TYP.4 PLACES) 6 29.50" TYP. 6"X 6"DRAIN ?4#?++ +ITT+ +++ <br /> PLUG. BELL ENDS TO 6�S, 50"OPENING(MAX) ++4+ 4++4+ ++4 <br /> (TYP-4PL) o+ G+++ ++ +p+ <br /> A 40 PVC(BOTH ENDS) 2"KNOCKOUT(BOTH ENDS) 0 59.50" RPM FRAME a+ + ++d+++d+ ++ BEAMSUPP ENGINEER: <br /> ENGINEER: AB <br /> 2.50"KNOCKOUT(BOTH ENDS) +o+ <br /> a DRAWN BY: AB <br /> a + ++++,N REVISIONS <br /> Q a++4++#+ DATE DESCRIPTION INITIAL <br /> DETAIL "C" DETAIL "D" <br /> FIBERGLASS <br /> EXCAVATION PIT SIDE WALL VIEW VAULT// <br /> PLAN PROFILE INSIDE LOOKING OUT <br /> 30" 30" <br /> T-0" EMS MARKER <br /> SUITABLE DIRT (ONE SIDE ONLY) F 5'-0" 7" 7" <br /> EXISTING GRADE EXCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br /> BACKFILL NOTES: <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> PROPERTY ISSUED <br /> MCI COMMUNICATIONS SERVICES,INC..TOT <br /> z 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED BEING Issued IN STRICT CONFIDENCE AND SHALL NOT E <br /> I� n WITH SELECT MATERIAL. RE <br /> SUITABLE IPOPI D, OR <br /> DslFOOR ANY PURPOSE <br /> SUITABLE DIRT <br /> jn BACKFILL 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED <br /> N WITH 12"OF CRUSHED STONE(.75"GRADE). SCALE <br /> HANDHOLE N / 3.SHORING WILL BE REQUIRED. <br /> 4.75" /R\ 4.ALL HANDHOLES SHALL BE PLACED BELOW HORIZONTAL: N/A <br /> 25' ............... NOTE: EXISTING GRADE. <br /> (TYP) / 5.THIS HANDHOLE IS OF FIBERGLASS MATERIAL, VERTICAL: N/A <br /> ANC LAG BOLT LINEAR DISTANCE BETWEEN APROXIMATELY POUNDS IN WEIGHT. <br /> CRUSHED STONE PVC, BSP/GSP ANCHOR(TYP.) LAG BOLT ANCHORS MUST THE LIDS ARE POLYMER CONCRETE MATERIAL, <br /> OR HDPE BE 25". EACH APPROXIMATELY POUNDS. SHEET: D-OB <br /> CONDUIT(TYP.) <br />