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MCI CONSTRUCTION DETAILS/TYPICALS verizonl <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS ECIONV.S. PROJECT: <br /> 1703MNTR.003 ROW EVT 0937 <br /> DETAIL "A" DETAIL "A-l" DETAIL "A-2" CITY OFEVERETT <br /> EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK EVE ETT,WA AVE <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 UR A ME DNUT W/& CL <br /> —_ <br /> POLYMER MORTAR(RPM)COVER FOR WASHER 7+,�4++ <br /> STAINLESS END CAP <br /> NON-SKID 20,000 LBS.LOADING WEIGHT 4++ +� Z W(SELF CLEANING) U UJ z <br /> SURFACE + G ul I_LIFTING SLOT 4+ w EMS MARKER 4"X 2"WITH CENTER PIN + ++O _ U /� a <br /> 3M CAT#1411 j W <br /> (ONE SIDE ONLY) <br /> Lu <br /> P1000 UNISTRUT � v) U z <br /> LOCK DOWN +' z I— Z <br /> DEVICE CQ) O W <br /> DIRT SHIELD C O U - z <br /> SEE DETAIL"A-1" .75IN. SECTION A-A v, <br /> THIS SHEET MCI U Q J Ov <br /> UNISTRUT CHANNEL 1-800-624-9675 LOCKING DEVICE �� �� 2 z a Q z <br /> SUPPORT BEAM 501N. CROSS SECTION DETAIL A-3 Q w ?� o <br /> 1.625"X 1"X 33" ® X <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET 1-- o = <br /> POLYMERERANDFR ME *+ +$+ + OF 2-PIECE RPM COVER v) ■ ■ I.- � <br /> LOCKING BEAM Lu <br /> COVER AND FRAME +a 4*p + U ■ 0 Q <br /> (CENTER ONLY) + G+ G- +p+ .375"INSERT U U 00 <br /> .375"INSERT +p++ Q +4 ++4+ ++ (TYP-4 PLACES)LS) Q <br /> + + <br /> SEE DETAIL"A-2" v ++� #?� ?+ + +++ p + <br /> THIS SHEET + # a+ +p+ +4 ++p <br /> REINFORCED POLYMER 4+++ + 4+++ + ++ — �+ FORESITE <br /> MORTAR FRAME(RPM) 4p ++++ +p +—_ + _ <br /> BONDED TO VAULT BY O +a+++ _ ++++ + ++d + _ ++ <br /> SEE DETAIL"A-4" MANUFACTURER <br /> THIS SHEET FIBERGLASS VAULT _ <br /> 75"X 1.25"HEX BOLT so.EC,Ch�-FS 9I°`°e <br /> FIBERGLASS REINFORCED — ol3aa.es].sosa <br /> 60" <br /> PLASTIC VAULT(FRP) - WITH NUT,AND WASHER n si;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 /> In 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 6lS, 50"OPENING(MAX) ++4+ 4++4+ ++4 <br /> (TYP-4PL) o+ + +++ ++ +p+ <br /> A 40 PVC(OTH ENDS) 2"KNOCKOUT(BOTH ENDS) 0 59.50" RPM FRAME a,+ p�++d+++d+ ++ BEAM ENGINEER: <br /> ENGINEER: AB <br /> 2.50"KNOCKOUT(BOTH ENDS) v+o+ <br /> a � DRAWN BY: NL <br /> a + ++++p 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 /> 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 RE Issued IN sTHlcr coNeloeNce AND seau NOT BE <br /> I� n WITH SELECT MATERIAL. RE <br /> CPED 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 />