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MCI CONSTRUCTION DETAILS/TYPICALS verizonl <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS 1...PROJECT: <br /> 1801AVAO.5 ROW EVT 1493 <br /> DETAIL"A" CITY NON-SKID <br /> EVERETT <br /> NON-SKID STEEL LID IF DETAIL"A-1" DETAIL"A-2" <br /> EXPLODED ISOMETRIC DETAIL O SW LOCATED IN PAVED LOCK DOWN DEVICE ENGAGED LOCK EVERETT,WA <br /> AREA PER COE DTL 808 NEOPRENERUBBER DOWN DEVICE <br /> 4"X 1.50"X.25" NEOPRENE COVER .50,STAINLESS STEEL = <br /> SEE DETAIL HET TWO PIECE REINFORCED A 18 WITH FLAT A ACME THD.BOLT& 4 W <br /> THIS SHEET POLYMER MORTAR(RPM)COVER FOR WASHERA #>�# CAPTURE NUT W/ 1n <br /> NON-SKID 20,000 LBS.LOADING WEIGHT G++ + + ++o (SELF CLEAN NG)AP OO \ O = <br /> SURFACE ++p+ ¢+ +py H d O <br /> LIFTING SLOT a+ + <br /> EMS MARKER 4"X2"WITH CENTER PIN +�++++0 ++ ++d$�+ V /�� (J <br /> 3M CAT#1411 j WIf D <br /> (ONE SIDE ONLY) 0 w ` Z <br /> 0 P1000 UNISTRUT y1 F <br /> DEVICE AND O O(.5 x o <br /> DIRT SHIELD y� <br /> SEE DETAIL"A-1" 751N. SECTION A-A z > o <br /> THIS SHEET ff U <br /> UNISTRUTCHANNEL 1-800-624I9675 LOCKING DEVICE z a EL <br /> SUPPORT BEAM .501N. CROSS SECTION DETAIL"A-3" ¢ W <br /> & <br /> 1.625"X1"X 33" ♦ d: 0 J 17 <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET rn W s <br /> POLYMER MORTAR #o a# + + OF 2-PIECE RPM COVER w LL o <br /> G COVER AND FRAME <br /> LOCKIN BEAM + 0 ++0 U =p W z. <br /> (CENTER ONLY) e+a+� +O++,I+ 375"INSERT Q Z <br /> .375"INSERT +�+ +O d$++ (TYP4PLACES)LS) Q <br /> SEE DETAIL"A-2" + #+� ++ +#+++++++ d <br /> THISSHEET # 4+ +p+ ++Q +O <br /> MORTAREINFOR FRAME <br /> +�+ _ 0+++ ++_p+ FORESITE <br /> MORTAR FRAME(RPM) G;n+#N+n <br /> BONDED TO VAULT BY C }2+Q+ _++++ ++d+__ <br /> SEED TAIL"AA" 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., TYP. INSTALLATION <br /> 1"DIA HOLE (TYP.AT 6 PLACES) <br /> FOR GROUND ROD(TYP-2 PL) —RPM COVER <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 ?+ + +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 /> I 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,7B•• /�\ 4.ALL HANDHOLES SHALL BE PLACED BELOW HORIZONTAL: N/A <br /> 25" NOTE: EXISTING GRADE. VERTICAL: N/A <br /> (TYP) 375"LAG BOLT 5.THIS HANDHOLE IS OF FIBERGLASS MATERIAL, <br /> ANCHOR(TYP.) LINEAR DISTANCE BETWEEN APROXIMATELY POUNDS IN WEIGHT. <br /> CRUSHED STONE PVC,BSPIGSP LAGS LTANCHORS MUST THE LIDS ARE POLYMER CONCRETE MATERIAL, <br /> OR HOPE BE 26 EACH APPROXIMATELY POUNDS. SHEET:D-08 <br /> CONDUIT(TYP.) <br />