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MCI CONSTRUCTION DETAILS/TYPICALS verizonNI <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS ,FCIDNNMa. PROJECT: <br /> 1801AVAO.3 ROW EVT 0637 <br /> DETAIL "A" DETAIL "A-l" DETAIL "A-2" CITY OFEVERETT <br /> EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK E2ERETT, ILL CREEK PKWY <br /> NEOPRENE RUBBER <br /> DOWN DEVICE EVERETT,WA <br /> 4"X 1.50"X.25" <br /> SEE DETAIL"A-W A .1875"SCREW A NEOPRENE COVER .50"STAINLESS STEEL <br /> THIS SHEET TWO PIECE REINFORCED WITH FLAT CAPTURE ACME NUT W/.BOLT& <br /> POLYMER MORTAR(RPM)COVER FOR WASHER +$+ + STAINLESS END CAP <br /> NON-SKID 20,000 LBS.LOADING WEIGHT 4++ +� G ++� O - Z <br /> (SELF CLEANING) U z <br /> SURFACE + G + +p+ U O <br /> LIFTING SLOT 4+ + + Lu — <br /> EMS MARKER 4"X 2"WITH CENTER PIN + ++++O _ +d ++G+ ++ u /� Q <br /> 3M CAT#1411 W J <br /> (ONE SIDE ONLY) — Q w � _ <n <br /> P1000 UNISTRUT i LU U d z <br /> LOCK DOWN C� z I— 0 0 (— <br /> DEVICE DIRT SHIELD C O U H z <br /> SEE DETAIL <br /> H S SHEET 751N. SECTION A-A v) z W 0 <br /> UNISTRUT CHANNEL 1-500-624I9675 LOCKING DEVICE � v) xom W z <br /> SUPPORT BEAM 501N. CROSS SECTION DETAIL ))A-3)) a w <br /> 1.625"X 1"X 33" ® cc <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET V) w <br /> POLYMER MORTAR *+ + + OF 2-PIECE RPM COVER v) ■ ■ Lu <br /> COVER AND FRAME + 4 0$+ + w ■ z <br /> LOCKING BEAM +4 # ++� U 0 <br /> (CENTER ONLY) + G+ G + +p+ 375"INSERT U <br /> .375"INSERT +p++ A +4 ++4+ ++ (TYP-4 PLACES)LS) a <br /> + + <br /> SEE DETAIL"A-2" v ++� #?� ?+ + +++ , + <br /> THIS SHEET + FL a+ +p+ +4 ++p <br /> REINFORCED POLYMER 4+++ + 4+++ + ++ — p+ FORESITE <br /> MORTAR FRAME(RPM) 4p ++++ +v +—_ + _ <br /> BONDED TO VAULT BY O a+a+++ _ ++++ + ++d + _ ++ <br /> SEE DETAIL"A-4" MANUFACTURER <br /> THIS SHEET FIBERGLASS VAULT _ <br /> 75"X 1.25"HEX BOLT so.EC.,Ch�--S 9I°`°e <br /> FIBERGLASS REINFORCED — o l saa.es].sosa <br /> 60" <br /> PLASTIC VAULT(FRP) - WITH NUT,AND WASHER SUIM rx]s]az 88].6024 <br /> 30" <br /> COVER HOLD DOWN <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#?++ +#+�++�+++ <br /> PLUG. BELL ENDS TO 6�S, .50"OPENING(MAX) ++4+ 4++4+ ++4 <br /> (TYP-4PL) p+ G+++-, ++ +p+ <br /> A 40 PVC(BOTH ENDS) 2"KNOCKOUT(BOTH ENDS) 0 59.50" RPM FRAME +,+ �+++d+++d+ ++ BEAMSUPP ENGINEER: <br /> ENGINEER: AB <br /> 2.50"KNOCKOUT(BOTH ENDS) <br /> o+ <br /> a DRAWN BY: NL <br /> a + ++++o REVISIONS <br /> Q a++4++#+ DATE DESCRIPTION INITIAL <br /> 04/02/19 REVISION 1.0 AS <br /> DETAIL "C" DETAIL "D" <br /> EXCAVATION PIT SIDE WALL VIEW FIBERGLASS <br /> PLAN PROFILE INSIDE LOOKING OUT <br /> 30" 30" <br /> 7-0„ EMS MARKER <br /> SUITABLE DIRT (ONE SIDE ONLY) F 5'-0 7" 7" <br /> EXISTING GRADE NOTES: EXCEPT As MAY BE OTHERWISE PRavloeo sv coNTRACT <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> BACKFILL <br /> PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOTH <br /> E 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED INC STRICT CONFIDENCE AND SHALL NOT E <br /> REPRODUCED, OPIED. OR USED FOR ANY PURPOSE <br /> SUITABLE DIRT r` n WITH SELECT MATERIAL. w;rHouT SPECIFIC WRITTEN PERMISSION. <br /> jn BACKFILL 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED <br /> Z. N WITH 12"OF CRUSHED STONE(.75"GRADE). SCALE <br /> HANDHOLE ccu / 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-OS <br /> CONDUIT(TYP.) <br />