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MCI CONSTRUCTION DETAILS/TYPICALS verizon-" <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS JECT1DNUMBER PROJECT: <br /> 1703MNTR.004 ROW EVT 1332 <br /> 1.ITTIN—TIl <br /> DETAIL "A" DETAIL "A-1" DETAIL "A-2" CITY OFEVERETT <br /> EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK 242039THSTREET <br /> NEOPRENE RUBBER <br /> DOWN DEVICE EVERETT,WA <br /> 4"X 1.50"X.25" 50"STAINLESS STEEL <br /> SEE DETAIL"A-3" A 1875"SCREW A NEOPRENE COVERACME THD. = <br /> THIS SHEET TWO PIECE REINFORCED WITH FLAT CAPTURE NUTW/& <br /> POLYMER MORTAR(RPM)COVER FOR WASHER #o�# 0 W <br /> NON-SKID 20,000 LBS.LOADING WEIGHT a++ +p � �$++++ (SELF CLEANING)AP O U Z <br /> SURFACE + G+ � + +p+ U Q O <br /> LIFTING SLOT 4+ +7 + + w 2 <br /> EMS MARKER 4 + ++++4 +d ++d+ ++ U /� a <br /> 4"X 2"WITH CENTER PIN W <br /> 3M CAT#1411 j <br /> (ONE SIDE ONLY) w I-__ <br /> U' <br /> P1000 UNISTRUT L L � z <br /> LOCK DOWN }' Z Z <br /> DEVI 7CE AND 41 O O > <br /> DIRT SHIELD E N 0 W <br /> SEE DETAIL"A-1' .75 IN. SECTION A-A V1 p <br /> THIS SHEET MCI U Q v <br /> UNISTRUT CHANNEL 1-800-624-9675 LOCKING DEVICE u _j z 0- Q o <br /> SUPPORT BEAM .50 IN. CROSS SECTION DETAIL "A-3" Q w w o <br /> 1.625"X 1"X 33" 4* X p <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET N 2 � W <br /> POLYMER MORTARIL <br /> COVER AND FRAME a++o$+ o OF 2-PIECE RPM COVER w ■m � LLJ z <br /> LOCKING BEAM <br /> (CENTER ONLY) � + +p+ 375"INSERT U O <br /> .375"INSERT +d ++d+ ++ (TYP-4 PLACES)LS) a �j <br /> SEE DETAIL"A-2" +< 4++ <br /> THIS SHEET a+ +++ +4 +o <br /> MORTAREINFOR FRAME(RPM) +_RCED POLYMER +++ ++ + _ p+ FORESITE <br /> BONDED TO VAULT BY _ ++++ + ++d + _ ++ <br /> SEE DETAIL"A-4" MANUFACTURER <br /> THIS SHEET FIBERGLASS VAULT _ _ <br /> FIBERGLASS REINFORCED — — — .75"X 1.25"HEX BOLT D000 F cesx Gea St. 01133488Z6o54 <br /> 60" PLASTIC VAULT(FRP) - WITH NUT,AND WASHER 5oi1e00o r1334 soza <br /> Austin,TX]8]02 <br /> 30" <br /> COVER HOLD DO N <br /> 3"REINFORCED DETAIL "B" BRACKET(HOT DIPPED <br /> 30" RIB GALV)(2 REQ'D) <br /> VAULT BOTTOM <br /> PLAN VIEW DETAIL "A-4" <br /> (144 SQ. IN. TOTAL DRAINAGE) <br /> SUPPORT BEAM 6„ 12„ <br /> 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 #o a#o++ +++- <br /> PLUG. BELL ENDS TO 6�'S, 50"OPENING(MAX) +4+ p++4+ ++p <br /> ACCOMODATESCHED. 2"KNOCKOUT(BOTH ENDS) 59.50" (TYP-4PL) a+ ++-++++++++ +p+ SUPPORT <br /> 40 PVC(BOTH ENDS) o RPM FRAME o p+ +d +d+++ BEAM <br /> 2.50"KNOCKOUT BOTH ENDS o + ENGINEER: AB <br /> ( ) — ++o+ DRAWN BY: SS <br /> a* � <br /> a o++ ++++c REVISIONS <br /> ++d++#+ DESCRIPTION INITI/ <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" EXISTING GRADE 7 7 PRo <br /> BACKFILL NOTES: BXCEPT AS MAY BE OTHERWISE PaoviDBD BY CONTRACr <br /> THESE DRAWINGS AND SPECi FICATIONS SMALL REMAIN TH <br /> Z 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED aervc ISSUED IN iSTRICT CONFIDENCE nNo sS IN Nor BE <br /> to.. CEO, COPIED, OR FUSED FORANY PURP <br /> SUITABLE DIRT WITH SELECT MATERIAL. TH our SPECIFIC WRITTEN P sslorv. <br /> o un BACKFILL 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED <br /> N WITH 12"OF CRUSHED STONE(.75"GRADE). SCALE <br /> HANDHOLE c�ii / 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) 375"LAG BOLT 5.THIS HANDHOLE IS OF FIBERGLASS MATERIAL, VERTICAL: N/A <br /> ANCHOR(TYP.) LINEAR DISTANCE BETWEEN APROXIMATELY POUNDS IN WEIGHT. <br /> CRUSHED STONE PVC, BSP/GSP LAG BOLT ANCHORS MUST THE LIDS ARE POLYMER CONCRETE MATERIAL, <br /> OR HDPE BE 25". EACH APPROXIMATELY POUNDS. SHEET: D-OS <br /> CONDUIT(TYP.) <br />