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JILM Lawrence Livermore <br /> National Laboratory <br /> PAVED AREA UNPAVED AREA P.O.Ewx 808 uYDrmore.CRBm.nIR 94551 <br /> }' 12' W/al[XKIWG <br /> A sod°e1r - \' %% NAnvE sat nu LIPn°nuYFn <br /> yIw x 9�' %\i�\ &BIIE�BEi <br /> mnp weea tip eMe. .: �� \ W TRENCH MAX <br /> 2-•/f°2-1/X'.1C '�/\\ AMENSION 0' <br /> NT MATERIAL TO <br /> FC <br /> AVED AREA UNPAVED AREA ,,. �"°•'°"i°0i+ y : / \\\\\\ To sox RELATIVE <br /> NATIVE SHL FILL ) WARNING TAPE \,\ coMPAcnpN <br /> IN ENSION MAX. ) <br /> dMEN510N OF <br /> ANY MATERIAL TO CLASS 2 AB <br /> 12" °^w'^'/ 9SS REU11Y£ <br /> BE 3"COMPACT uuF- u <br /> 10 PA RELATIVE mmul°clore0p MIWn CWPACTION <br /> WARNMG TAPE �\ COMPAC110N 1-)/r a 1_ wpl,w)R.dwte,M O_ IMPaEIED SAND O <br /> 2" :\� /%' � 2' epxis , .,aw a m tame AGER WIRE <br /> - S-0 a eben nwne M9wIO TRACER W4EE - 19'4 °I" L 6'�f 6' 6' ° IMPORTED <br /> SAND <br /> SEE NOTES DETAIL C6 Gmvele 12 1 1U <br /> PCIIED SANDS SHALL BE A CLEAN,UNIFORMLY GRApEp SAND MEETING THE FOLLOWING GNADATION REWIRE4ENF1 <br /> PER@Ii PASSAC <br /> C6 TRENCH AND BACKFILL (10" STORM DRAIN) Se sY Fam4ell OHPx INP rw mo o-s <br /> MATERIAL SNALL HAYS A MINIMUM SAND EWwALENT 6 50. <br /> NOT TO SCALE SGy iWN0A1Ia aiAp 2 TRENCH SHALL CONFORM TO CAL OSHA PROVBIE TRENCHING DETAILS Fat TRENCHES OVER 5 IN DEPTH <br /> STEEL POST 3. ASPHALT CONCRETE PAVING SHALL BE SAW CUT IN NEAT PARALLEL LINES AND A"TACK COAY APPLIED BEFORE PA <br /> A. NO PEA GRAVEL SHALL BE USED. <br /> Q 5. NATIVE BACKFILL MATERIAL SHALL HAYS NO SOUP MATERIALS LARGER THAN 3' <br /> 6. TRACER WINE IS REWIRED FOR ALL NONYETALUC PIPE <br /> ). WARRING TAPE SHALL BE INSTALLED APPROX 2'ABOVE ALL BURIED PIPE. PE Stamp <br /> Cq SIGN POST DETAIL as/ <br /> NOT TO SCALE <br /> TRENCH AND BACKFILL <br /> �c A <br /> 90' 9.0- NOT TO SCALE D <br /> TOP OF AC BERN r 15' IOP U AC BERM 1 �lF Oft CA 1{M` <br /> '^ REDUCED PRESSURE Doh: 1' I4 24,11 <br /> 88 TOP 0, ASSEMBLY s <br /> I—PIE FLOWLINE j COMPACTED <br /> G FG AB Project Title $ <br /> LEVEL UNE LEVEL LINE SITE 300 <br /> AC BERAyAT PARKING LOT ENTRANCE) AC BERMIAT MOD"PAD) BALL NAL.tTw) REMOTE FIRING FACILITY <br /> OFFICE(TBO21) <br /> D4 AC BERM 9D'ELBOW(111) aKx — <br /> � RITE REVBxIMS BY w BY .Lp <br /> QQ NOT TO SCALE D .,,,9r-WEDDFOR«N KH BB A <br /> CONSTRUCTIT W15W19 ELEC CONIC PADS KH 88 <br /> BOLARDS REMOVED <br /> 2-3/REINFCRCBG BAR. MM,DH GRADNG REVSK)NS KH BB m <br /> PULL LENGTH OF BUMPER. A 2 <br /> 3-0" i1' 1Y MIN 3 8306Bt19 T��E KH 8B <br /> SD'MAX <br /> FINISHED FINIEH l]3A➢E <br /> GRADE <br /> 6 <br /> KYLE HU 02/1A2019 - <br /> //.,i Own:KYLE HU 02/242019 <br /> CW BLAKE BROWN 02/142019 <br /> PFN:NQIES $oftwore: G <br /> 2W21-2019-001 AA.CAD2019 <br /> DEFORMED BAR II PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN LLNL SPECIFICATIONS Sheet Title <br /> 2. ACCEPTABLE MANUFACTURERS A4ES,.-0.CLA-YAL FESCO.WATTS,at EQUAL <br /> 3 EACH BACKFLOW PREYENIER IS RE0,NED TO BE TESTED BY A CERTIf1ED TESTER PRIOR TO <br /> BDgst ELEYeB� arTNw PLACING THE WATER SYSTEM IN SERNCE CERTIFIED IN ACCORDANCE WITH AM 1019 AND CIVIL DETAILS <br /> AW WA 0510-9T <br /> I. CWIN O,ELS—CHRIST SHALL BE PRECAST CONCRETE PARKING BUMPER AS MANUFACTURED BY BERIEISON PRECAST j$ <br /> CO,CHRISTI CONCRETE PRODUCTS L vE EW AL Nd <br /> 3. Al, RMADVE METH S SET AND LEVELED WITH A RUBBERIZED UWIO ADHESIVE MATERIAL. <br /> 3. BE EVALUAT METHODS DF STOPPING M UMUWG THE FORWARD MOTION OF VEHICLES IN PARKING LOTS SHALL <br /> BE EVAWATED/PAOWOED REBORE CONSIDERING ME USE OF YAHEELSTOPS <br /> n <br /> REDUCED PRESSURE Dwg.No. w, <br /> PSC2019-8021-001 1 D R <br /> pq WHEEL STOPFB BACKFLOW PREVENTER Sht.No. <br /> NOT TO SCALE NOT TO SCALE C-504 ps <br /> Cl...ITcation £$ <br /> UNCLASSIFIED/UNLIMITED RELEASE `8 <br /> 2 5 6 7 8 <br />