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MCI CONSTRUCTION DETAILS/TYPICALS verizonN' <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS ,FCIONVMg. PROJECT: <br /> 1703MNTR.001 ROW EVT 2390 <br /> DETAIL "A" DETAIL "A-l" DETAIL "A-2" CITY OFEVERETT <br /> EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK EVERET,W <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 CAP UREA ME DNUUTT W/& CL <br /> W <br /> POLYMER MORTAR(RPM)COVER FOR WASHER4+7+4t+,�4++--++i+ <br /> STAINLESS END CAP <br /> NON-SKID 20,000 LBS.LOADING WEIGHT 4++ + OZ(SELF CLEANING) U Q z <br /> SURFACE LIFTING SLOT + w b EL <br /> EMS MARKER 4"X 2"WITH CENTER PIN + U <br /> 3M CAT#1411 j W <br /> (ONE SIDE ONLY) — ¢F <br /> P1000 UNISTRUT � v)Lu z <br /> LOCK DOWN 4J z ZO t <br /> DEVICE DIRT SHIELD C 3 ♦A U W z <br /> SEE DETAIL"A-1" .75IN. SECTION A-A C v) �/� O <br /> THIS SHEET Q ; o <br /> UNISTRUT CHANNEL 1-800-624I9675 LOCKING DEVICE �� �� 2 z a W z <br /> SUPPORT BEAM 501N. CROSS SECTION DETAIL A-3 Q w <br /> 1.625"X 1"X 33" ® cc <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET ~ <br /> POLYMER MORTAR v) W w <br /> COVER AND FRAME '+<* a o$+ ++ OF 2-PIECE RPM COVER w ■�■ <br /> LOCKING BEAM +4 # ++� U 0 <br /> (CENTER ONLY) a+Q+� - + +p+ .375"INSERT Q Q <br /> .375"INSERT o t'++ +O +d ++d+++ (TYP-4 PLACES)LS) <br /> SEE DETAIL"A-2" v � p4 + +:++�+++,++ <br /> THIS SHEET # a+ +p+ +4 + p <br /> REINFORCED POLYMER 4+++ + 4+++ + ++ — p+ FORESITE <br /> MORTAR FRAME(RPM) 4p ++++ +v +—_ + _ <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�-ens 9I°`°e <br /> FIBERGLASS REINFORCED — ol3aa.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 /> 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 ? #?++ +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) o 59.50" RPM FRAME a,+ TH, ++d+++d+ ++ BEAM ENGINEER: <br /> ENGINEER: AB <br /> 2.50"KNOCKOUT(BOTH ENDS) + + <br /> � DRAWN BY: JBW <br /> a* <br /> a o+++ ++++o 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 OTHERWISE PRavloeo BY CONTRACT <br /> BACKFILL NOTES: <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN THE <br /> PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..T B <br /> z 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED Rlcr cONFIORNce AND SHALL NOT a <br /> REPRODUCED, COPIED. OR USED FOR ANY PURPOSE <br /> SUITABLE DIRT n n WITH SELECT MATERIAL. w;rHouT SPECIFIC WRITTEN PERMISSION. <br /> j BACKFILL 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED <br /> Lo 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 /> 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 />