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MCI CONSTRUCTION DETAILS/TYPICALS verizon✓ <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS 1...PROJECT: <br /> 1801AVAO.16 ROW EVT 2395 <br /> NON-SKID STEEL LID <br /> DETAIL"A" PER COE 808 IF IN DETAIL"A-l" DETAIL"A-2" CITY OF E-1-1.VERETT <br /> EXPLODED ISOMETRIC DETAIL ROADWAY OR LOCK DOWN DEVICE ENGAGED LOCK EVERETT,W BLVD, <br /> 220 LY IC <br /> SIDEWALK NEOPRENE RUBBER DOWN DEVICE <br /> 4"X 1.50'.X.25' NEOPRENE COVER .50"STAINLESS STEEL <br /> SEE DETAIL"A-3" TWO PIECE REINFORCED A 18 WITH FLAT A ACME THD.BOLT a 4 <br /> THIS SHEET CAPTURE NUT W/ SE <br /> POLYMER MORTAR(RPM)COVER FOR WASHER #>�# <br /> NON-SKID 20,000 LBS.LOADING WEIGHT G+++ + ++o (SELSTAIF CLEANING)LESS END AP OV / \ O W <br /> SURFACE + p ¢+ ++y y� \� H Q O <br /> LIFTING SLOT a+ + d <br /> EMS MARKER 4"X 2"WITH CENTER PIN + ++++0 ++ ++d$+L V = a <br /> 3M CAT#1411 <br /> (ONE SIDE ONLY) p C) <br /> 0 P1000 UNISTRUT Vwj t0 <br /> D DEVICE <br /> I SHIELD 0 0 r <br /> SEEDHSSHEET 751N. SECTION A-A £ v'^i z W o <br /> UNISTRUTCHANNEL 1-800-624I9675 LOCKING DEVICE Z a > -Z <br /> SUPPORTBEAM .501N. CROSS SECTION DETAIL"A-3" ¢ w w & <br /> 1.625"X1"X 33" <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET N N O <br /> POLYMER MORTAR #n a# + + OF 2-PIECE RPM COVER <br /> COVER AND FRAME + O $+ + • _ Z. <br /> LOCKING BEAM + ap+ +p i6 ++O V p <br /> (CENTER ONLY) d++p 375"INSERT V <br /> .375"INSERT I- +O + d$++ (TYP4PLACES)LS) a <br /> SEE DETAIL"A-2" > #+� ++ +#+++++++ <br /> THISSHEET + 4+ +p+ ++Q +O <br /> REINFORCED POLYMER �+ + +++ +++ ++ FORESITE <br /> MORTAR FRAME(RPM) O+++N+n +- -�+ <br /> BONDED TO VAULT BY Cff+++0++ -_++++ ++d+__ <br /> SEED TAIL"A4" MANUFACTURER <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.,~ TYR INSTALLATION <br /> 1"DIA HOLE (TYP.AT 6 PLACES) <br /> FOR GROUND ROD(TYP-2 PL) i—RPM COVER <br /> 2" <br /> 4.50"BELL ENDS W/PVC S, LIFTING BOLTS(TYP.4 PLACES) 6 21 T P. 6"X 6"DRAIN #+�#+++"'+�+++ <br /> 6 50"OPENING(MAX) <br /> PLUG. DATELL ENDS <br /> TO aS, ( ) (TYP-4 PL) ( ++a+ +�+ SUPPORT <br /> ACCOMODATT SCHED. 2"KNOCKOUT BOTH ENDS 59.50" Zf <br /> 40 PVC(BOTH ENDS) RPM FRAME e+ <br /> 2.50"KNOCKOUT(BOTH ENDS) c *+ + +d$ BEAM ENGINEER: AS <br /> qo DRAWN BY: AS <br /> p#ie+++++ REVISIONS <br /> 0 8+a++# <br /> + DATE DESCRIPTION INITII <br /> DETAIL"C" DETAIL"D" <br /> EXCAVATION PIT SIDE WALL VIEW FIBERGLASS <br /> PLAN PROFILE INSIDE LOOKING OUT <br /> 30" 30" <br /> T-0" EMS MARKER 7„ <br /> SUITABLE DIRT (ONE SIDE ONLY) r 5'-0" EXISTING GRADE 7 ~ <br /> BACKFILL NOTES: <br /> 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED <br /> L15 <br /> WITH SELECT MATERIAL.BACKFILL 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLEDWITH 12"OF CRUSHED STONE(.75"GRADE). SCALE <br /> HANDHOLE / 3.SHORINGWILL BE REQUIRED. <br /> /��\ 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 AOROXIMATELY POUNDS IN WEIGHT. <br /> CRUSHED STONE PVC,BSP/GSP LAG BOLTANCHORS MUST THE LIDS ARE POLYMER CONCRETE MATERIAL, <br /> OR HOPE BE26 EACH APPROXIMATELY POUNDS. SHEET:D-08 <br /> CONDUIT(TYP.) <br />