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MCI CONSTRUCTION DETAILS/TYPICALS verizonN' <br /> 2.5' x 5' x 2.5' HANDHOLE DETAILS ECIONV.S. PROJECT: <br /> 1703MNTR.006 ROW EVT 0578 <br /> DETAIL "A" DETAIL "A-l" DETAIL "A-2" CITY OFEVERETT <br /> EXPLODED ISOMETRIC DETAIL LOCK DOWN DEVICE ENGAGED LOCK EVE ETT,WLZI TT AVE <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 CAP UREA ME DNUUTT W/& CL <br /> W <br /> POLYMER MORTAR(RPM)COVER FOR WASHER +$+ + STAINLESS END CAP Cn <br /> NON-SKID 20,000 LBS.LOADING WEIGHT 4+ +p � � + p O Z <br /> SURFACE + + G + +Q+ (SELF CLEANING) U ♦ \ � = o <br /> LIFTING SLOT 4+ + + + Lu v a - <br /> EMS MARKER 4"X 2"WITH CENTER PIN + ++++O _ +d ++d+ ++ U /� ■ j <br /> 3M CAT#1411 j W <br /> (ONE SIDE ONLY) - H <br /> P1000 UNISTRUT v Z LLLI z <br /> LOCK DOWN z <br /> DEVICE <br /> DIRT SHIIErLD E O C� Z <br /> SECTION A-A SEE DETAIL <br /> S SHEET 75 IN. vi Z 0 p <br /> LOCKING DEVICE z o z <br /> UNISTRUT CHANNEL EQ5�E24-9!67W5 (n z <br /> SUPPORT BEAM 501N. CROSS SECTION DETAIL "A-3" ¢ w IY o <br /> 1.625"X 1"X 33" ® X p W <br /> (3 REQUIRED) REINFORCED COVER HOLD DOWN BRACKET N F- w <br /> POLYMERCOVER <br /> FRAME <br /> +<* + + OF 2-PIECE RPM COVER v) ■ ■ � C) <br /> COVER AND FRAME + 4 0$+ + w ■ p o z <br /> LOCKING BEAM +4 # ++� U p p <br /> (CENTER ONLY) a+d+� Q + +p+ .375"INSERT Q W <br /> .375"INSERT +t'++ +O +d ++d+ ++ (TYP-4 PLACES)LS) <br /> + + <br /> SEE DETAIL"A-2" v ++� *4, ?+ ++F+4+'+'+ + <br /> THIS SHEET + * a+ +p+ +4 ++p <br /> REINFORCED POLYMER 4+++ + 4+++ + ++ - + FORESITE <br /> MORTAR FRAME(RPM) 4 p ++++ 7- <br /> BONDED TO VAULT BY O a+a++�++ _ ++++ + ++d + _ ++ <br /> SEE DETAIL"A-4" MANUFACTURER <br /> THIS SHEET FIBERGLASS VAULT _ <br /> 75"X1.25"HEX BOLT so.EC,Chi-FSt """'9m`°e4 <br /> FIBERGLASS REINFORCED - 01 saa.es].sosa <br /> 60" <br /> PLASTIC VAULT(FRP) - WITH NUT,AND WASHER SIV o 7-2f1-S8].O- <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#?++ +ITT+ ++ <br /> + <br /> PLUG. BELL ENDS TO 6�S, 50"OPENING(MAX) ++4+ 4++4+ ++4 <br /> (TYP-4PL) p+ G+++ ++ +p+ <br /> A 40 PVC(BOTH ENDS) 2"KNOCKOUT(BOTH ENDS) 0 59.50" RPM FRAME a+ + ++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 ISSUED <br /> MCI COMMUNICATIONS SERVICES,INC..TOT <br /> z 1.VOID IN EXCAVATED AREAS TO BE BACKFILLED BEING Issued IN STRICT CONFIDENCE AND SHALL NOT BE <br /> SUITABLE DIRT <br /> I� n WITH SELECT MATERIAL. WI PRODrEOPID, USEDOR ANY PURPOSE <br /> Cci PERMISSION <br /> jn BACKFILL 2.BOTTOM OF EXCAVATED PIT TO BE BACKFILLED <br /> n1 WITH 12"OF CRUSHED STONE(.75"GRADE). SCALE <br /> HANDHOLE ccu / 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-OH <br /> CONDUIT(TYP.) <br />