Laserfiche WebLink
MCI CONSTRUCTION DETAILS/TYPICALS verizonN' <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS ,FCIDNNMa. PROJECT: <br /> 1801AVAO.21 ROW EVT 1017 <br /> DETAIL "A" DETAIL "A-l" DETAIL "A-2" CITY OFEVERETT <br /> EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK EVERETTISON ST, <br /> NEOPRENE RUBBER <br /> DOWN DEVICE EVERETT,WA — <br /> 4"X 1.50"X.25" W <br /> SEE DETAIL"A-W NEOPRENE COVER .50"STAINLESS STEEL <br /> TWO PIECE REINFORCED A 18 WITH SCREW T A d Q <br /> THIS SHEET CAPTURE NUTW/& <br /> POLYMER MORTAR(RPM)COVER FOR WASHER +$+ + STAINLESS END CAP = <br /> NON-SKID 20,000 LBS.LOADING WEIGHT 4++ +� G ++� O - Z <br /> (SELF CLEANING) U z <br /> SURFACE + G + +p+ U Cj H (D O <br /> LIFTING SLOT 4+ + ++ Lu <br /> EMS MARKER + ++++O _ +d +d+ ++ V /� Q <br /> 4"X 2"WITH CENTER PIN W <br /> 3M CAT#1411 j <br /> (ONE SIDE ONLY) — w I. <br /> P1000 UNISTRUT i W z <br /> DEVICE LOCK OWN AND N O O W � <br /> DIRT SHIELD E U ui z <br /> SEE DETAIL"A-1" .75IN. SECTION A-A vi W o <br /> THIS SHEET MCI U Q v <br /> UNISTRUT CHANNEL 1-800-624-9675 LOCKING DEVICE �� �� z a 2 z <br /> SUPPORT BEAM 501N. CROSS SECTION DETAIL A-3 Q w Z ° <br /> 1.625"X 1"X 33" ® X c7 <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET N w <br /> POLYMER MORTARIVAULT <br /> + + OF 2-PIECE RPM COVER � ■ ■ <br /> LOCKING BEAM COVER AND FRAME0$++ V ■ Q z(CENTER ONLY) + + + .375"INSERTQO375"INSERT ++d+++ (TYP-4 PLACES)LS)SEE DETAIL"A-2" p4 0+ + + ++�++ <br /> THIS SHEET a+ +p+ +4 +REINFORCED POLYMER +++ + ++ p+ FORESITE <br /> MORTAR FRAME(RPM) +— +BONDED TO VAULT BY _ ++++ + + + _ ++SEE DETAIL"A-4" MANUFACTURER <br /> THIS SHEET FIBER _ <br /> 75"X 1.25"HEX BOLT so.EC.,Ch�-ens 9I°`°e <br /> FIBERGLASS REINFORCED — o l saa.es].sosa <br /> 60" <br /> PLASTIC VAULT(FRP) - WITH NUT,AND WASHER SUIM rx]s]az 88].6024 <br /> 30" <br /> COVER HOLD DOWN <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 ?4#?++ +#+�++ ++ <br /> PLUG. BELL ENDS TO 6�S, .50"OPENING(MAX) ++4+ 4++4+ ++4 <br /> (TYP-4PL) 'A+ G++4 A ++ +p+ <br /> 40 PVC(BOTH ENDS) 2"KNOCKOUT(BOTH ENDS) o 59.50" RPM FRAME + + � ++d+++d+ ++ BEAM ENGINEER: <br /> ENGINEER: AB <br /> 2.50"KNOCKOUT(BOTH ENDS) o+ <br /> a DRAWN BY: PS <br /> a + ++++,N REVISIONS <br /> Q a++4++#+ 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 E <br /> SUITABLE DIRT n n WITH SELECT MATERIAL. w;rHouT SPECIFICO WRIPIED.TTEN PERMISSION.OR USEO FOR ANY PURPOSE <br /> jn BACKFILL 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED <br /> N WITH 12'OF CRUSHED STONE(.75"GRADE). SCALE <br /> HANDHOLE N / 3.SHORING WILL BE REQUIRED. <br /> 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-08 <br /> CONDUIT(TYP.) <br />