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MCI CONSTRUCTION DETAILS/TYPICALS verizon,' <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS ECIONV.S. PROJECT: <br /> 1801AVAO.6 ROW EVT 1412 <br /> DETAIL "A" DETAIL "A-l" DETAIL "A-2" CITY OFEVERETT <br /> EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK 309 EAST CASINO RD, <br /> NEOPRENE RUBBER <br /> DOWN DEVICE EVERETT,WA <br /> 4"X 1.50"X.25" <br /> SEE DETAIL"A-3" A .1875"SCREW A NEOPRENE COVER .50"STAINLESS STEEL =_ <br /> THIS SHEET TWO PIECE REINFORCED WITH FLAT CAP UREA ME DNUUTT W/& CL W <br /> POLYMER MORTAR(RPM)COVER FOR WASHER 7+,�4++ <br /> STAINLESS END CAP p U) <br /> NON-SKID 20,000 LBS.LOADING WEIGHT 4++ +� Z(SELF CLEANING) U ♦ ♦ O =SURFACE + G v O <br /> LIFTING SLOT 4+ w WEMS MARKER + +++O _ U /� 53M CAT#1411 4"X 2"WITH CENTER PIN > W <br /> (ONE SIDE ONLY) — w I. <br /> 00 <br /> P1000 UNISTRUT i � Z <br /> LOCK DOWN +' Z I— Z I' L- <br /> DEVICE AND N p O W 5 <br /> 3 <br /> DIRT SHIELD E U � z <br /> SEE DETAIL"A-1" .75IN. SECTION A-A vi 1-- LLI o <br /> THIS SHEET MCI U Q v <br /> UNISTRUT CHANNEL 1-800-624-9675 LOCKING DEVICE N W z <br /> SUPPORT BEAM .50IN. CROSS SECTION DETAIL "A-3" a w E <br /> 1.625"X 1"X 33" ® cc c7 <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET ~ <br /> POLYMER MORTAR IVAULT <br /> + + OF 2-PIECE RPM COVER v) ■ ■ <br /> w <br /> LOCKING BEAM COVER AND FRAME40$++ U Oo <br /> (CENTER ONLY) G + + + 375"INSERT U Ofn375"INSERT +d ++d+ ++ (TYP-4 PLACES)LS) aU+ +SEE DETAIL"A-2" #?� ?+ + +�++ + <br /> THIS SHEET a+ +p+ +4 ++REINFORCED POLYMER +++ + ++ — FORESITE <br /> MORTAR FRAME(RPM) + + _BONDED TO VAULT BY _ +++ + ++d + _ ++SEE DETAIL"A-4" MANUFACTURERTHIS SHEET FIBER _ <br /> 75"X 1.25"HEX BOLT so.EC,Ch�-FS 9I°`°e <br /> FIBERGLASS REINFORCED — o l saa.es].sosa <br /> ( - WITH NUT,AND WASHER S si;r <br /> 60" PLASTIC VAULT FRP) x]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) o+ G++4 A ++ +p+ <br /> 40 PVC(BOTH ENDS) 2"KNOCKOUT(BOTH ENDS) o 59.50" RPM FRAME + + ++d+++d+ ++ BEAM ENGINEER: <br /> ENGINEER: AB <br /> 2.50"KNOCKOUT(BOTH ENDS) o+ <br /> a DRAWN BY: AS <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 B <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 ccu / 3.SHORING WILL BE REQUIRED. <br /> 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 /> 375"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-08 <br /> CONDUIT(TYP.) <br />