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MCI CONSTRUCTION DETAILS/TYPICALS verizonNI <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS ,FCIDNNMa. PROJECT: <br /> 1703MNTR.005 ROW EVT 1327 <br /> DETAIL "A" DETAIL "A-l" DETAIL "A-2" CITY OFEVERETT <br /> EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK EVERE T, AVE <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 A ME NUT W/& <br /> POLYMER MORTAR(RPM)COVER FOR WASHER p 7+,�4++ <br /> STAINLESS END CAP <br /> NON-SKID 20,000 LBS.LOADING WEIGHT p++ +p OZ(SELF CLEANING) U z <br /> SURFACE LIFTING SLOT + * w WEMS MARKER 4"X 2"WITH CENTER PIN + ++O _ U /� ■ Q <br /> 3M CAT#1411 j W <br /> (ONE SIDE ONLY) - 0 w <br /> P1000 UNISTRUT i L U z <br /> LOCK DOWN C� Z 0DEVICE U' <br /> DIRT SHIELD C O U z <br /> SEE DETAIL"A-1" .75IN. SECTION A-A Vl p <br /> THIS SHEET MCI U Q � v <br /> UNISTRUT CHANNEL 1-800-624-9675 LOCKING DEVICE �� �� z a W z <br /> SUPPORT BEAM .50IN. CROSS SECTION DETAIL A-3 a W O O <br /> 1.625"X 1"X 33" ® X c7 <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET N Z w <br /> POLYMERCOVER <br /> FRAME <br /> *+ + + OF 2-PIECE RPM COVER v) ■ ■ <br /> COVER AND FRAME + a o$+ + w ■ Q zz <br /> LOCKING BEAM +p ++� U p <br /> (CENTER ONLY) + G+ G + +p+ 375"INSERT U <br /> .375"INSERT +p++ Q +d ++d+ ++ (TYP-4 PLACES)LS) a <br /> + + <br /> SEE DETAIL"A-2" v ++� WCOVERHOLDIDOWN <br /> + + <br /> THIS SHEET + FL +pREINFORCED POLYMER +++ + + FORESITE <br /> MORTAR FRAME(RPM) pp ++++ +vBONDED TO VAULT BY O +a ++ ++SEE DETAIL"A-4" MANUFACTURERTHIS SHEET FIBERGLASS VAULT75"X 1.25"HEX BOLT sI).EC.,Ch�-ens 9FIBERGLASS REINFORCED o l 60" PLASTIC VAULT(FRP) WITH NUT,AND WASHER n��si;rx]s]az 334.88].6024 <br /> 30" <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 ?p#?++ +ITT+ +++ <br /> PLUG. BELL ENDS TO 6�S, 50"OPENING(MAX) ++p+ p++p+ ++p <br /> (TYP-4PL) o+ + +++ ++ +p+ <br /> A 40 PVC(OTH ENDS) 2"KNOCKOUT(BOTH ENDS) 0 59.50" RPM FRAME +,+ � ++d+++d+ ++ BEAM ENGINEER: <br /> ENGINEER: AB <br /> 2.50"KNOCKOUT(BOTH ENDS) o+ <br /> p DRAWN BY: PS <br /> p + ++++,N REVISIONS <br /> Q a++p++#+ 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 OF MCI COMMUNICATIONS SERVICES,INC..BOTH <br /> z 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED RBE <br /> EPRODUCED,INC STRICT CONFIDENCE AND SHALL NOT B <br /> SUITABLE DIRT n n WITH SELECT MATERIAL. w;rHouT SPECIFICO WRIPIED.TTEN PERMISSION.OR USEO FOR ANY PURPOSE <br /> jn BACKFILL 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED <br /> N WITH 12'OF CRUSHED STONE(.75"GRADE). SCALE <br /> HANDHOLE N / 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-OH <br /> CONDUIT(TYP.) <br />