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MCI CONSTRUCTION DETAILS/TYPICALS verizonl <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS '..PROJECT: <br /> 1703MNTR004 ROW EVT 1333 <br /> DETAIL"A., STEEL LID WITH NON-SKID DETAIL"A-l" DETAIL"A-2" O OF EVERE T <br /> EXPLODED ISOMETRIC DETAIL PER COE#808 IF LOCATED 242039TH STREET <br /> WITHIN SIDEWALK OR LOCK DOWN DEVICE ENGAGED LOCK EVERETT,WA <br /> ROADWAY OPRENE B DOWN DEVICE <br /> 4"X 1.50"X.25"25"SEE DE TAIL"A-3" A q NEOPRENE COVER .50,STAINLESS STEEL <br /> .1875"SCREW <br /> TWO PIECE REINFORCED 14 ACME THD.BOLT&CAPTURE NUT W/ 4 <br /> THIS SHEET POLYMER MORTAR(RPM)COVER FOR WASHER #�� *+A$+ + STAINLESS END CAP Z W <br /> 20,000 LBS.LOADING WEIGHT G++ + (SELF CLEANING) V O <br /> NON-SKID O +o < <br /> SURFACE LIFTING SLOT C+G+-� +¢+ +�+ <br /> EMS MARKER 4"X 2"WITH CENTER PIN + ++++0 ++ ++d$+L V /� d a <br /> 3M CAT#1411 j W <br /> (ONE SIDE ONLY) w V' <br /> 0 P1000 UNISTRUT y1 V1 <br /> D DEVICE <br /> I SHIELD O f^IV Z O <br /> SEEDETAIL"A-1" 751N, SECTION A-A � = cn z uJ o <br /> THIS SHEET <br /> UNISTRUTCHANNEL 1-800-624I9675 LOCKING DEVICE 1, < <br /> SUPPORTBEAM .50IN. CROSS SECTION DETAIL"A-3" a w LEI <br /> 1.625"X1"X 33" ♦ ¢ p O <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET rn s <br /> POLYMER MORTAR #o a# + + OF 2-PIECE RPM COVER w o <br /> LOCKING BEAM COVER AND FRAME + 0 ++0 V =p 0 <br /> (CENTER ONLY) to+a+� +O++,I+ 375"INSERT Q <br /> .375"INSERT +�+ +O d$++ (TYP4PLACES)LS) �j <br /> SEE DETAIL"A-2" + #+� ++ +#+++++++ <br /> THISSHEET REINFO # 4+ +p+ ++Q +O <br /> MORTAR FRAME ED <br /> +�+ _ 0+++ ++_p+ FORESITE <br /> MORTAR FRAME(RPM) G;n+#N+n <br /> BONDED MANUFACTURER <br /> VAULT BY C }2+Q+ _++++ + <br /> SEED TAIL SHEET <br /> MANUFACTURER _ group <br /> THIS SHEET FIBERGLASS VAULT <br /> FIBERGLASS REINFORCED — _ .75"X HEX BOLT WITH <br /> 60" PLASTIC VAULT(FRO) WITH NUT, <br /> AND WASHER <br /> 30" COVER HOLD DOWN <br /> 30" 3"REINFORCED DETAIL"B" BRACKET(HOT DIPPED <br /> RIB VAULT BOTTOM GALV)(2 REQ'D) <br /> PLAN VIEW DETAIL"A-4" <br /> (144 SQ.IN.TOTAL DRAINAGE) SUPPORT BEAM <br /> 6., T P. INSTALLATION <br /> 1"DIA HOLE (TYP.AT 6 PLACES) <br /> FOR GROUND ROD RPM COVER <br /> TYP-2 PL) <br /> 12" <br /> 4.50"BELL ENDS W/PVC S LIFTING BOLTS(TYP.4 PLACES) 6 29.50" T " 6"X 6"DRAIN *+,#++++#+++ +++ <br /> 6 50"OPENING MAX <br /> PLUG. DATELL ENDS <br /> TO �S, ( ) (TYP-4 PL) ( ) Q++�+#p+++a+ +" SUPPORT <br /> ACCOMODATT SCHED. 2"KNOCKOUT BOTH ENDS 59.50" 'Ff <br /> 40 PVC(BOTH ENDS) RPM FRAME e+ <br /> 2.50"KNOCKOUT(BOTH ENDS) o C+ + +d$ BEAM ENGINEER: AS <br /> qo DRAWN BY: AS <br /> v#+e+ ++ REVISIONS <br /> 0 8+a++#+ <br /> DATE DESCRIPTION INITI­ <br /> DETAIL"C" DETAIL"D" <br /> EXCAVATION PIT SIDE WALL VIEW FIBERGLASS <br /> VAULT'- <br /> PLAN PROFILE INSIDE LOOKING OUT <br /> 30" 30" <br /> EMS MARKER <br /> SUITABLE DIRT (ONE SIDE ONLY) F 5'-0" EXISTING GRADE 7 7„~ <br /> BACKFILL NOTES: <br /> 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED <br /> dE SUITABLE DIRT ^ WITH SELECT MATERIAL. ouiw[ciFlcwvm[x Prissio.. '��' <br /> j0 BACKFILL 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED Eo.oa :Eo <br /> WITH 12"OF CRUSHED STONE(.75"GRADE). SCALE <br /> HANDHOLE �j / 3.SHORING WILL BE REQUIRED. <br /> q,75•• \ 4.ALL HANDHOLES SHALL BE PLACED BELOW HORIZONTAL: N/A <br /> 25" NOTE: EXISTING GRADE.5"LAG BOLT VERTICAL: N/A <br /> (TYP) 37 5.THIS HANDHOLE IS OF FIBERGLASS MATERIAL, <br /> ANCHOR(BOLT LINEAR DISTANCE BETWEEN AOROXIMATELY POUNDS IN WEIGHT. <br /> TYP <br /> CRUSHED STONE PVC,ESPIGSP LAGS LTANCHORS MUST THE LIDS ARE POLYMER CONCRETE MATERIAL, <br /> OR HOPE BE 25". EACH APPROXIMATELY POUNDS. SHEET:D-08 <br /> CONDUIT(TYP.) <br />