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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 1328 <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 DNUUTT W/& <br /> POLYMER MORTAR(RPM)COVER FOR WASHER p4+7+4t+,�4++--++i+ <br /> STAINLESS END CAP <br /> NON-SKID 20,000 LBS.LOADING WEIGHT p++ + O - Z(SELF CLEANING) U p z <br /> SURFACE LIFTING SLOT + wH WEMS MARKER 4"X 2"WITH CENTER PIN + U /� 0 Q <br /> 3M CAT#1411 j W <br /> (ONE SIDE ONLY) - w 1-- _ F <br /> P1000 UNISTRUT i U z <br /> LOCK DOWN C� z I- 0 0 t <br /> DEVICE DIRT SHIELD C O V U = z <br /> SEE DETAIL <br /> H S SHEET .75IN. SECTION A-A v) z O <br /> UNISTRUT CHANNEL 1-800-24I9675 LOCKING DEVICE vv)) W 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 N Z w <br /> POLYMERCOVER <br /> FRAME <br /> *+ + + OF 2-PIECE RPM COVER v) ■ ■ C) <br /> LOCKING BEAM COVER AND FRAME + +p p#�$++ U ■ Q z <br /> (CENTER ONLY) + G+ G + +p+ 375"INSERT U O .� <br /> .375"INSERT +p++ Q +d ++d+ ++ (TYP-4 PLACES)LS) Q <br /> + + <br /> SEE DETAIL"A-2" ,A ++' WCOVERHOLDIDOWN <br /> � +THIS SHEET +pREINFORCED POLYMER +++ + 11+ FORESITE <br /> MORTAR FRAME(RPM) pp ++++ +vBONDED TO VAULT BY 4 a+a+++ _ ++SEE DETAIL"A-4" MANUFACTURER <br /> THIS SHEET FIBERGLASS VAULT75"X 1.25"HEX BOLT so.EC cn�--east 2MO.FIBERGLASS REINFORCED o133a.ee].sosa <br /> 60" PLASTIC VAULT(FRP) WITH NUT,AND WASHER SHO,o]s]az f 1334.88➢BD24 <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: AS <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. wlrHouT SPECIFICO WRIPIED.TTEN PERMISSION.OR USEO FOR ANY PURPOSE <br /> jn BACKFILL 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED <br /> n1 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 /> ANC 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 />