Laserfiche WebLink
MCI CONSTRUCTION DETAILS/TYPICALS verizonN' <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS LFIIONVM- PROJECT: <br /> 1801AVAO.3 ROW EVT 0637 <br /> DETAIL "A" DETAIL "A-l" DETAIL "A-2" CITY OFEVERETT <br /> EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK EVERETTRILLCREEKPKWY <br /> NEOPRENE RUBBER <br /> DOWN DEVICE EVERETT,WA <br /> 4"X 1.50"X.25" <br /> SEE DETAIL"A-3" 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 p 7+,�4++ <br /> STAINLESS END CAP <br /> NON-SKID 20,000 LBS.LOADING WEIGHT p++ +p O ZLU < <br /> (SELF CLEANING) U z <br /> SURFACE G U `/ O <br /> LIFTING SLOT p+ w EMS MARKER 4"X 2"WITH CENTER PIN + + ++O _ <br /> 3M CAT#1411 W J <br /> (ONE SIDE ONLY) - Q w _ n <br /> P1000 UNISTRUT i u U d z <br /> LOCK DOWN C� z I- 0 0 (— <br /> DEVICE DIRT SHIELD C O U H z <br /> SEE DETAIL <br /> H S SHEET .75IN. SECTION A-A v) z W 0 <br /> UNISTRUT CHANNEL 1-800-24I9675 LOCKING DEVICE v) m W z <br /> SUPPORT BEAM .50IN. CROSS SECTION DETAIL "A-3" a LU <br /> 1.625"X 1"X 33" ® ccof <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET N v of <br /> w <br /> POLYMER MORTAR op + + OF 2-PIECE RPM COVER v) ■ ■ <br /> COVER AND FRAME + p o$+ + w ■ z <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 +++ W <br /> 414, <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 .U.EC Ch�---St """'9.-4FIBERGLASS REINFORCED o133a.ee].sosa60" <br /> PLASTIC VAULT(FRP) WITH NUT,AND WASHER SUUV o]s]az f 1334.887.-4 <br /> 30" <br /> 30" 3"REINFORCED DETAIL "B" BRACKET(HOT DIPPED <br /> RIB GALV)(2 REQ'D) <br /> 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 SUPP <br /> 40 PVC(BOTH ENDS) 2"KNOCKOUT(BOTH ENDS) o 59.50" RPM FRAME a�+ ++d+++d+ ++ BEAMORT ENGINEER: AB <br /> 2.50"KNOCKOUT(BOTH ENDS) +o+ <br /> DRAWN BY: SS <br /> p* <br /> 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 ExEEPT As MAY BE OTHERWISE PROVIDED SHALL CONTRACT <br /> BACKFILL NOTES: <br /> THESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN TH <br /> PROPERTY OF MCI COMMUNICATIONS SERVICES,INC..BOTH <br /> z 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED IN STRICT CONFIDENCE AND SHALL NOT E <br /> ID REPRODUCED COPIED. OR USED FOR ANY PURPOSE <br /> SUITABLE DIRT n n WITH SELECT MATERIAL. WITHOUT SPECIFICWP1 PER DSI FO <br /> jn BACKFILL 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED <br /> N 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 /> 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-OB <br /> CONDUIT(TYP.) <br />