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Material List <br />ITEM <br />NUMBER QUANTITY UNITS DESCRIPTION DRAWING REFERENCE <br /> <br />100 <br />101 800 <br />800 LF <br />LF 24"IPS HDPE DR 17 PIPE, 50' LENGTHS, PE 3408, AWWA C906.99, ASTM 03035, CELL 345464C <br />18' IPS HOPE DR 17 PIPE, 50' LENGTHS, PE 3408, AWWA C906.99, ASTM D3035, CELL 345464C HSX-2-01 <br />HSX-2-01 <br />102 <br />103 5 <br />120 LF <br />LF 6" SCH 10 316 SS PIPE, ASTM A-312 <br />18' ADS N12 DUAL WALL CORRUGATED HOPE CULVERT PIPE, 20' LENGTHS, AASHTO M294 HSX-2-02 <br />HSX-1-01 <br /> <br />150 <br />151 3 <br />3 EA <br />EA 24' HDPE FLANGE ADAPTER, DR 17, PE 3408, AWWA C906.99, ASTM 03035, CELL 345464C <br />18" HDPE FLANGE ADAPTER, DR 17, PE 3408, AWWA C906.99, ASTM D3035, CELL 345464C HSX-2-02 <br />HSX-2.02 <br />152 <br />153 3 <br />3 EA <br />EA 24" BACKING RING, POLYPROPYLENE ENCAPSULATED D I, RATED 100 PSI, ANSI B16.5 CL 150 <br />18' BACKING RING, POLYPROPYLENE ENCAPSULATED D I, RATED 100 PSI, ANSI B16.5 CL 150 HSX-2-02 <br />HSX-2-02 <br />154 <br />155 1 <br />1 EA <br />EA 24' HOPE ELECTRO-FUSION COUPLING, PRESSURE RATED 100 PSI, ASTM F 1055 <br />18' HDPE ELECTRO-FUSION COUPLING, PRESSURE RATED 100 PSI, ASTM F 1055 HSX-2-01 <br />HSX-2-01 <br />156 <br />157 1 <br />1 EA <br />EA 6"150 LB. 316 SS RAISED FACE SLIP-ON FLANGE, ANSI B16.5 CLASS 150, ASTM A-312 <br />6' SCH 10 316 SS RETURN BEND, ASTM A-312 HSX-2-02 <br />HSX-2.02 <br /> <br />700 <br />701 260 <br />200 CY <br />CY PIPE BEDDING, PER SPECIFICATIONS <br />ROADBASE, PER SPECIFICATIONS HSX-2-02 <br />HSX-1.01 <br /> <br />900 2 EA 24"150 LB. FLANGE STUD SET, 20 EA COMMERCIAL GRADE 316 SS 1.1/4' 0 X 13" NC STUDS <br />W140 EA A-194 GR 8 NUTS AND COMMERCIAL GRADE 316 SS WASHERS NOT SHOWN <br />901 2 EA 18"150 LB. FLANGE STUD SET, 16 EA COMMERCIAL GRADE 316 SS 1-1l8- 0 X 12" NC STUDS <br />W132 EA A-194 GR 8 NUTS AND COMMERCIAL GRADE 316 SS WASHERS NOT SHOWN <br />902 1 EA 6' 150 LB. FLANGE 316 SS STUD SET, 8 EA COMMERCIAL GRADE 316 SS 314" 0 X 6" NC STUDS <br />W116 EA A-194 GR 8 NUTS AND COMMERCIAL GRADE 316 SS WASHERS NOT SHOWN <br />903 <br />904 2 <br />2 EA <br />EA 24" 150 LB. FLANGE GASKET, FULL FACE, 118" GARLOCK 9122 <br />18" 150 LB. FLANGE GASKET, FULL FACE, 118" GARLOCK 9122 NOT SHOWN <br />NOT SHOWN <br />905 <br />906 2 <br />1000 EA <br />LF 6'150 LB. FLANGE GASKET, FULL FACE, 118' GARLOCK 9122 <br />12 G INSULATED COPPER WIRE, SINGLE STRAND, COLOR: WHITE NOT SHOWN <br />HSX-2-02 <br />907 <br />908 1 <br />1 EA <br />EA 24" X 6" OUTLET SLEEVE, ROBAR MODEL 6626.24" X 6"-24.20', 304 SS <br />6' 150 LB. BF VALVE, KEYSTONE K-LOK, LUG, FIG. F362,316 SS BODY AND DISC, TRIM CODE 107 HSX-2-02 <br />HSX-2-02 <br /> LEVER OPERATED <br />COMPACTED BASE COURSE <br />ROADWAY SURFACE <br />DRAINAGE SWALE <br />NATIVE SOIL BACKFILL <br />COMPACT TO MIN. <br />95% PROCTOR <br />2'-0' <br />SLOPE TRENCH SIDES AS REQ'D <br />BY MSHA/OSHA REGULATIONS <br />18'-0" <br />6' <br />T-0' <br />5'-0" (MIN.) <br />12G LOCATING WIRE <br />(TYP 2) <br />T-0' <br />18' HDPE -7:E <br />1 ROADWAY) HDPE PIPE TRENCH 9. <br />SEMON <br />O 2 4 6 8 <br />Scale in Feel <br />24' AND 18• PIPES <br />CONSTRUCT MSHA BERMS <br />THRU FILL AREAS - <br />APPROX. STA 0+30 TO 1+20 <br />APPROX. STA 2+50 TO 4+35 <br />1 GRANNULAR BEDDING MATERIAL. <br />COMPACT Wit VIBRATORY <br />PLATE COMPACTOR <br />24' HOPE <br />9' NOTE: DAYLIGHT 12G LOCATING WIRE WHERE <br />HOPE DAYLIGHTS ON SLOPE. LEAVE <br />6' COIL ON GROUND. (TYP 24" AND 18') <br />6'-0" <br />MOUND TAILING OR SOIL <br />12.0' CREST -{ _ OVER PIPE FOR 10' LENGTH <br />@ 3 LOCATIONS ON BERM <br />EL'. 8856.0 <br /> GENERAL NOTES: -1 11=111=111=1 11=1 11=111=11 <br />I E <br />l ? <br />I <br />- <br />IE <br /> <br />i. THIS MATERIAL LIST IS INTENDED TO BE USED AS A GENERAL REFERENCE FOR THE CONTRACTOR. NOT ALL MATERIAL _ <br />_l HIM ? ?_III_1 I l_? l- <br />l <br />I <br />III <br /> <br />ITEMS REQUIRED FOR THE PROJECT ARE INCLUDED IN THIS LIST. THE CONTRACTOR SHOULD VERIFY QUANTITIES. I=) <br /> <br />I J -=111=111=111=1 -III= <br />= - <br />TAILING SAND OR NATIVE SOIL <br />III- =III <br />111-1 <br /> r - - - - - - - - - - - - - - - - - - - - - <br />- <br />" <br />' = <br />-III=III=I = <br />= <br />. PLACE AND <br />II= FILL <br />FILL IN MAX 12" LLIIFTSCT :III-III=III- - <br /> <br />0 X 2-11 <br />N <br />OTE: CUT COVER FROM COMPANY-SUPPLIED 318 <br />2 <br />316 SS LAG SCREW <br />TAILING BEACH <br />(-? 1.5 <br /> <br />30" 0 HDPE, 8' LONG. (NOT SHOWN) <br />CUT PIPE <br />6" FIELD LOCATE (TYP 4) <br />SURFACE <br /> <br />?=III=III=III=? <br /> <br />I=1 l 1=111=III=1 1=III=1 I=III=1 I I=III=III=I -?1 <br /> <br />II= <br /> AT BPRINGLINE 5'-6• <br />\' I1=I I=1 =? 1=II= III=III=1 I I=III=I I I=IIM 1 I=I I=I I I <br />II I <br />I I I -III <br />? <br /> : <br />K NOTE: SIMILAR INSTALLATION - = <br />= = <br />APPROX. EL.8847 <br /> FLOW <br />r 7 <br />- <br /> <br />IN 18' HDPE. <br /> -------- FLOW <br />STA 6+30 <br />' <br />2 PIPE SUPPORT BERM <br />ttmuL s6caon <br /> - - - - - - - <br />24 <br />0 DR 17 HOPE 24' PIG DIVERTER I 0 2 a 8 ,2 <br /> PIG RETRIEVAL CUTOUT n DIVERTER BAR INSTALLATION BAR, <br />DETAIL <br />REF. I Style in Feet <br /> 4 <br />DETAIL DETAR DWG <br /> 0 2 4 6 8 0 2 4 6 8 <br /> Scale in Feel 112' 0 HOLE Scale in Feel <br />1/2"0 HOLE <br /> (TYP 2) (TYP 2) r - - - - - 6'0 SCH 10 <br /> 316 SS RETURN BEND <br /> I fi'0SCH10 <br />316 SS PIP <br /> <br />i <br />6-314" FUTURE PIG <br /> <br />RETRIEVAL OPTION <br />6-314" E <br /> ?3 (BY OTHERS) 6' 150 LB. 316 SS 112" 316 SS SCREEN <br /> i FLANGE <br /> <br /> <br />T <br />1 11 <br />2 <br />T 5' (APPROX.) <br /> 2'-7- 6' VALVE <br /> 135° 135" I 24" 0 HOPE PIPE NOTES: 2) FIELD LOCATE JU <br />FLANGE ADAPTERS <br />AS <br /> <br />i STR <br />ALL WELDED . <br />TI <br /> i <br />FLOW <br /> 45"BEVEL <br /> 45" BEVEL <br />L <br /> 7 <br /> MAKE 2EACH MAKE 2EACH i 24" X 6' <br />OUTLET- <br />r <br />E I <br />1" FROM 1" SCH 40 316 SS PIPE FROM 1" SCH 40 316 SS PIPE SL <br />EEVE <br /> <br /> <br />6 24" PIG DNERTER ASSEMBLY 18" PIG DIVERTER ASSEMBLY <br />I VENT PIPE <br />3 DErArL <br /> DETAILS DETAl15 <br /> <br />0 t <br />3 4 0 t <br />3 4 0 2 4 6 8 <br /> <br /> <br />4 <br /> <br />L cale in Feet <br />S <br />Srale in Feet Smlein Feet <br /> <br />- <br />---------------------------------- <br />IL UL Wbodw twd <br />111016 w u w <br /> uft <br />wPawwm GM <br /> eD. MADE.x xD,e" "This drawing together with any and all additions, aEV.xD. <br />°mm : , 4 s a e Daamara u1 ^a°'? <br />Cli <br />M <br />l <br />b <br />( O e <br /> <br />FOR " <br />"' ° <br />corrections, changes and alterations thereof is the Henderson Mill Seepwater System max <br />y <br />o <br />denum Henderson Mill <br />9 u) 0 sae rssuD-ODva property of Climax Molybdenum Company and is <br />i <br />h <br />h <br />f 0 I p Parshall, Cckrado <br /> <br />a 0 <br />6 <br />1 u <br />urn <br />ed on t <br />e express condition that it sholl <br />s <br />not be reproduced, copied, lent or disposed of <br />U <br />tt <br /> <br />I <br />w <br />i <br /> <br />2009 Seepwater Extension <br />er <br />MADE <br />DCM <br /> <br />2/6109 <br /> <br />ScaE <br />N <br /> <br />" directly or indirectly, nor used for any other one <br />w purpose than for which it is specifically furnished <br />ith <br />t th <br />i <br />itt <br />t <br />i <br />f K 1 <br />SeC110nS "avrmer <br />DRAWING NO. <br /> w <br />e pr <br />or wr <br />en consen <br />ou <br />said Cl <br />max <br />o d LL <br /> Molybdenum Company <br />and Material List <br />SMM <br />2/6109 HSX-2.02 <br />0 <br />4}