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MCI CONSTRUCTION DETAILS/TYPICALS <br />2.5' x 5' x 2.5' HANDHOLE DETAILS <br />DETAIL "A" NON-SKID STEEL LID <br />EXPLODED ISOMETRIC DETAIL IF IN PAVED AREA <br />PER COE DETAIL 808 <br />SEE DETAIL "A-3" TWO PIECE REINFORCED <br />THIS SHEET POLYMER MORTAR (RPM) COVER FOR <br />NON-SKID 20,000 LBS. LOADING WEIGHT <br />SURFACE <br />MARKER LIFTING SLOT <br />EMS MA <br />3M CAT RKE 4" X 2" WITH CENTER PIN <br />#141(ONE SIDE ONLY) <br />LOCK DOWN <br />DEVICE AND <br />DIRT SHIELD <br />SEE DETAIL 'A-1" <br />THIS SHEET <br />UNISTRUT CHANNEL <br />SUPPORT BEAM <br />1.625" X 1 " X 33" <br />(3 REQUIRED) <br />375" INSERT <br />SEE DETAIL "A-4" <br />THIS SHEET <br />30" <br />4.50" BELL ENDS W/ PVC <br />PLUG. BELL ENDS TO <br />ACCOMODATE SCHED. <br />40 PVC (BOTH ENDS) <br />SUITABLE DIRT <br />BACKFI LL <br />0 <br />PLAN <br />7'-0" <br />` .75 IN. <br />50 IN. <br />LOCKING BEAM <br />(CENTER ONLY) <br />SEE DETAIL "A-2" <br />THIS SHEET <br />REINFORCED POLYMER <br />MORTAR FRAME (RPM) <br />BONDED TO VAULT BY <br />MANUFACTURER <br />FIBERGLASS REINFORCED <br />60" PLASTIC VAULT (FRP) <br />3" REINFORCED <br />RIB <br />LIFTING BOLTS (TYP. 4 PLACES) <br />2" KNOCKOUT (BOTH ENDS) <br />2.50" KNOCKOUT (BOTH ENDS) <br />DETAIL "C" <br />EXCAVATION PIT <br />PROFILE <br />EMS MARKER <br />(ONE SIDE ONLY) 5' - 0" - <br />Z <br />'D F" <br />f <br />Ln <br />(U <br />vi <br />(U <br />4.75" <br />(U <br />r., <br />CRUSHED STONE <br />DETAIL "A-1" <br />LOCK DOWN DEVICE <br />NEOPRENE RUBBER -\ <br />4" X 1.50" X .25" <br />A .1875" SCREW A <br />WITH FLAT <br />WASHER <br />SECTION A -A <br />LOCKING DEVICE <br />CROSS SECTION <br />REINFORCED <br />POLYMER MORTAR p4 <br />COVER AND FRAME + +a <br />4 +p$+++'q <br />++ +� <br />+d ++d + ++ <br />4 +Q+ <br />Q+4 + + <br />FIBERGLASS VAULT <br />DETAIL "B" <br />DETAIL "A-2" <br />ENGAGED LOCK <br />DOWN DEVICE <br />NEOPRENE COVER --\ . I <br />DETAIL "A-3" <br />.50" STAINLESS STEEL <br />ACME THD. BOLT & <br />CAPTURE NUT W/ <br />STAINLESS END CAP <br />(SELF CLEANING) <br />P1000 UNISTRUT <br />COVER HOLD DOWN BRACKET <br />OF 2-PIECE RPM COVER <br />375" INSERT <br />(TYP-4 PLACES)LS) <br />VAULT BOTTOM <br />PLAN VIEW <br />(144 SQ. IN. TOTAL DRAINAGE) <br />6„ <br />12" <br />TYP. <br />1" DIA HOLE <br />FOR GROUND ROD <br />(TYP - 2 PL) <br />6„ <br />12" <br />TYP. <br />* <br />6" X 6" DRAIN <br />29.50" <br />1. <br />50" OPENING (MAX) <br />(TYP - 4 PL) <br />59.50" <br />c <br />RPM FRAME <br />ml <br />I <br />DETAIL "D" <br />SIDE WALL VIEW <br />INSIDE LOOKING OUT <br />30" 30"� <br />— EXISTING GRADE 7 7 <br />SUITABLE DIRT <br />BACKFI LL T <br />1 n <br />r. <br />25" <br />(TYP) .375" LAG BOLT <br />PVC, BSP/GSP ANCHOR (TYP.) <br />OR HDPE <br />CONDUIT (TYP.) <br />.75" X 1.25" HEX BOLT <br />WITH NUT, AND WASHER <br />COVER HOLD DOWN <br />BRACKET (HOT DIPPED <br />GALV) (2 REQ'D) <br />DETAIL "A-4" <br />SUPPORT BEAM <br />INSTALLATION <br />(TYP. AT 6 PLACES) <br />RPM COVER <br />Q + + +4+ 4+ +4 + +++ <br />+ <br />G+� ++p++++++ +4+ SUPPORT <br />�o + <br />p+ �+� +d++4+++ BEAM <br />v� $ <br />ado+++++++o <br />alto a++� <br />FIBERGLASS <br />VAULT <br />NOTE: <br />LINEAR DISTANCE BETWEEN <br />LAG BOLT ANCHORS MUST <br />BE 25". <br />NOTES: <br />1. VOID IN EXCAVATED AREAS TO BE BACKFILLED <br />WITH SELECT MATERIAL. <br />2. BOTTOM OF EXCAVATED PIT TO BE BACKFILLED <br />WITH 12" OF CRUSHED STONE (.75" GRADE). <br />3. SHORING WILL BE REQUIRED. <br />4. ALL HANDHOLES SHALL BE PLACED BELOW <br />EXISTING GRADE. <br />5. THIS HANDHOLE IS OF FIBERGLASS MATERIAL, <br />APROXIMATELY POUNDS IN WEIGHT. <br />THE LIDS ARE POLYMER CONCRETE MATERIAL, <br />EACH APPROXIMATELY POUNDS. <br />verizom/ <br />PROJECT: <br />'ROJECT ID NUMBER. <br />1801AVAO.3 ROW EVT 0638 <br />'ERMITTING ENTITY. <br />CITY OF EVERETT <br />'ROJECT LOCATION. <br />2215 MERRILL CREEK PKWY <br />EVERETT, WA <br />o- <br />at <br />LD <br />O <br />O <br />0 <br />LU <br />U <br />Q <br />cc <br />LW <br />J <br />Q <br />= <br />z <br />Ln <br />+� <br />z <br />d <br />O <br />O <br />o <br />N <br />Z <br />00 <br />U _� <br />Q <br />W <br />U <br />C LA <br />C <br />J <br />• • <br />Z <br />Z <br />a <br />W <br />LU <br />o <br />0 <br />L <br />J <br />n <br />(if <br />w <br />��� <br />w <br />z <br />U <br />O <br />Q <br />FORESITE <br />6P111 in <br />Foresite Group, Inc. w I -.fg-inc.net <br />3000 E Cesar Chavez St. o 1 334.887.6064 <br />Suite 400 f 1334.887.6024 <br />Austin, TX 78702 <br />ENGINEER: AB <br />DRAWN BY: NL <br />REVISIONS <br />DATE DESCRIPTION INITIAL <br />XCEPT AS MAY BE OTHERWISE PROVIDED BY CONTRACT <br />HESE DRAWINGS AND SPECIFICATIONS SHALL REMAIN TH <br />ROPERTY OF MCI COMMUNICATIONS SERVICES, INC.. BOTH <br />EING ISSUED IN STRICT CONFIDENCE AND SHALL NOT B <br />EPRODUCED, COPIED, OR USED FOR ANY PURPOSE <br />VITHOUT SPECIFIC WRITTEN PERMISSION. <br />SCALE <br />HORIZONTAL: N/A <br />VERTICAL: N/A <br />SHEET: D-08 <br />