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MCI CONSTRUCTION DETAILS/TYPICALS verizonNI <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS oNUMaER PROJECT: <br /> 1703MNTR.9 ROW EVT 0575 <br /> DETAIL "A" DETAIL "A-l" DETAIL "A-2" CITY OFEVERETT <br /> EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK E3ERETT,WZITT AVE <br /> DOWN DEVICE EVERETT,WA <br /> NEOPRENE RUBBER UJ <br /> 4"X 1.50"X.25" 50"STAINLESS STEEL U <br /> SEE DETAIL"A-3" A .1875"SCREW A NEOPRENE COVERA ME Q <br /> THIS SHEET TWO PIECE REINFORCED WITH FLAT CAP UREDNUUTT W/& CL d <br /> POLYMER MORTAR(RPM)COVER FOR WASHER p +$+ + STAINLESS END CAP <br /> NON-SKID 20,000 LBS.LOADING WEIGHT p++ +p G ++p O Z U <br /> SURFACE + G 4++ +Q+ (SELF CLEANING) N ♦ ♦ O Oz <br /> LIFTING SLOT p+ + + w v > F <br /> EMS MARKER 4"X 2"WITH CENTER PIN + ++++O _ +A ++G+ ++ V /� W Q <br /> 3M CAT#1411 j W J <br /> (ONE SIDE ONLY) — j <br /> P1000 UNISTRUT w U 2 z <br /> LOCK DOWN +' Z Z Z <br /> DEVICE AND N _ U <br /> O U O Q 5 <br /> In <br /> DIRT SHIELD SECTION A-A E 3 0 o0 SEE DETAIL"A-1" � 75 IN. vi <br /> H <br /> THIS SHEET MCI LOCKING DEVICE v�i z 0 <br /> UNISTRUT CHANNEL 1-800-624-9675 �� �� Z d O Z <br /> SUPPORT BEAM .50IN. CROSS SECTION DETAIL A-3 a w p O <br /> 1.625"X 1"X 33" ® X <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET N o F w <br /> POLYMER MORTAR op +$+ + OF 2-PIECE RPM COVER V) ■ ■ � cn o <br /> LOCKING BEAM COVER AND FRAME +p p#� + U ■ 0 <br /> (CENTER ONLY) + G+ G + +p+ 375"INSERT U O W <br /> .375"INSERT +p++ O +d ++a+++ (TYP-4 PLACES)LS) a W <br /> SEE DETAIL"A-2" 'N o+ + +� ++�++ W <br /> THIS SHEET # p+ +p+ +p + p <br /> REINFORCED POLYMER p+++ + 4+++ + ++ — + FORESITE <br /> MORTAR FRAME(RPM) pip ++++ +v +—_ + _ <br /> BONDED TO VAULT BY O +a++#+ _ ++++ + ++d + _ ++ <br /> SEE DETAIL"A-4" MANUFACTURER <br /> THIS SHEET FIBERGLASS VAULT _ <br /> 75"X1.25"HEX BOLT so.EC,Chi-FSt """'9m`,34 <br /> FIBERGLASS REINFORCED — o13a4.es].sos4 <br /> 60" <br /> PLASTIC VAULT(FRP) - WITH NUT,AND WASHER SLNV o]s]az f1-S8➢ 324 <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 /> 611 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 ?p#?++ +#+�++�+++ <br /> PLUG. BELL ENDS TO 6�S, .50"OPENING(MAX) ++p+ p++p+ ++p <br /> (TYP-4PL) o+ + ++ +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) o+ <br /> p � DRAWN BY: AB <br /> p + ++++,N REVISIONS <br /> Q a++p++#+ DATE DESCRIPTION INITIAL <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 excePT as MAY BE oTHeHwlse PHovloeo BY coNTHacT <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 eelNc Issued IN sTHlcr coNeloeNce AND seau NOT BE <br /> I� n WITH SELECT MATERIAL. S PRODUCED IFOPI D, USEDSI FOR <br /> ANY PURPOSE <br /> SUITABLE DIRT <br /> jn BACKFILL � 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED <br /> [47 <br /> WITH 12"OF CRUSHED STONE(75"GRADE). SCALE <br /> HANDHOLE ccu 3.SHORING WILL BE REQUIRED. <br /> " /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 /> 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-OH <br /> CONDUIT(TYP.) <br />