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14 160 DEGREE RETURN <br /> 12" BRICO ExE FLEXIBLE COUPLING SCH. 105 316L 55 <br /> 70" WIDE, 316L STAINLESS STEEL P01 P02 <br /> CONCRETE THRUST/ENCASEMENT BLOCK <br /> SEEPWATER PIPELINE—t ° 4'-10" NOM. M01 <br /> 12" DIA. SOR9 \\\1 <br /> HOPE PIPE. <br /> (EXISTING) TACK WELD WIRE MESH SCREEN <br /> TO END OF PIPE. <br /> I <I OZ <br /> I — I 2'-6" 7'-0" MIN. <br /> 12" SDR21 HOPE PIPE <br /> VENT/CLEANOUT MANHOLE <br /> SEE DETAIL ON DWG. <br /> 14x12 HOPE CONCENTRIC REDUCER� 12" HOPE TEE, SDR17 ��� ' /j// /j// /j <br /> El. IOA25,13' <br /> 14" HOPE FLANGE ADAPTERIII_ <br /> 'AND BACKING RING - SDR11 11 —i�� <br /> 14' CIA. PIPE x 13' LONG--"" \ \ \ <br /> SURGE RISER PIPELINE SCH. 105, 316L SS <br /> `� <br /> 14" CIA. SOR77 14" HOPE FLANGE ADAPTER <br /> HDPE PIPE. AND BACKING RING - SUR17 ` <br /> 507 H03 <br /> - 14" HOPE FLANGE ADAPTER <br /> AND BACKING RING. <br /> B H03 <br /> 05 f 6'-0' MIN. <br /> 74' 90 DEGREE ELBOW) <br /> PO4 SCH. D 316E 55 <br /> EXISTING 12" HOPE PIPE <br /> 14" 150# WELONECK FLANGE, 316L SS <br /> (j)SURGE RISER TEE Pas <br /> PLAN VIEW <br /> STA. 0+00 <br /> — 74" HOPE RISER PIPELINE <br /> 501 <br /> 12" 90 DEGREE HOPE ELBOW, SOR21 <br /> H19 END OF SURGE RISER <br /> MINIMUM COVER OVER SURGE RISER 12" HOPE FLANGE ADAPTER ®PROFILE VIEW <br /> PIPELINE SHALL BE 6'-0". AND BACKING RING - SDR9 <br /> SELECT FILL H2O <br /> BEGIN EXTENSION DETAIL <br /> . _ REPLACE EXCAVATED MATERIAL <br /> PLAN VIEW - STA. 0+00 AND COMPAACTT TO TO BOX <br /> iaNkc xa"E (95%UNDER ROADWAYS) <br /> STANDARD P <br /> b ll�r. • FLANGE NOT SHOWN Shy DENSITY IN <br /> 8 IN MAX. ' LIFTS. <br /> 2'-6" ?Ly"° ° RISER <br /> COMPACTED SELECT FILL <br /> (OPTION 2) - eta,F ;,Q; r ;. yy- - TRENCH 410E SLOPE <br /> % °a ";%eS'f .e'•y5^^ ' AS DICTATED BY o4c�4pti by�rioo pJ��i/oq/�/�A/� <br /> BANK POUR AGAINST e °°- SOIL CONDITION9� <br /> UNDISTURBED UR BANK SOIL SEE ABLE AND MSHA REGULATIONS. ���y�� ,��L <br /> ° r "'"'o'' / <br /> (OPTION 1) u�_O II�GII�?>/i ll�_U u�?9 <br /> COARSE TAILING SAND BEDDING <br /> 2'-6" MINIMUM 6" COVER ON ALL <br /> SIDES OF PIPE. 6" MIN I <br /> r + <br /> OSURGE RISER TEE 6" MIN alp, <br /> NOTE: REINFORCE CONCRETE SECTION B-B PIPELINE COVER REQUIREMENT <br /> BLOCK WITHIITH ACH A4 BARS O 12" ° f -t-a 77 J/ 7/J L� 9 ROAD COARSE TAILING 6" L BEDDING. <br /> USING <br /> Permit Number 7 HOPE PIPE <br /> Class:❑Permit PIPE CROSSINGS MIN. CONSOLIDATE IN 6" LAYERS USING <br /> VIBRATORY PLATE COMPACTOR. <br /> Section/Exhibit: 12' SDR21 5'-4" 4'-O" (MIN. 3 PASSES PER LAYER). <br /> Class: Revision _._.-._._._.-.-.-.-.-.-.-.-.-.-.-.-.-.-._I, 14" SDR26 6'-9" <br /> Types e9: �%O (/ Ch' 'y TYPICAL PIPE TRENCH DETAIL <br /> Class:O Report O Hydro OGener'al OSEEPWATER PIPELINE <br /> Doc Type: xAx: NOV r <br /> ❑Application(Coal only) O Bond O Enforcement O Inspection J w.w.wR.MrO,aRmdetom "'�°+� <br /> —1 Ugtw now.:rta E:gir:eos t0.11.t9-2 <br /> a.re a°=a IN 'Tnia drawing together Nith any and all addlt! � � , e I Mayflower See water System CLIMAX MOLYBDENUM CO. <br /> e.,o-n m,ncxEv rO.+c.avu =arre=eam, ali.,.and altentiona themaf la the Y P Y <br /> ,.°,.,, fa d„n"aan„ property of alma"Mal}hd.mm Company and la Qy a CLIMAX.CO1.o^AM) <br /> 2 mmly,ed on the expreaa=OndI that It anal/ 2 getum PIpeINN Extenelon SDSB 6/97 <br /> of he repmdu«d, mplled, lent, ar dlspoead Of <br /> dlmatly Or Indlredly, ,.,'used for any other ,us:m ORAeIAe No. <br /> puryme than Nr"mm� It Ie eP.tlfma0y raml.h.d Surge Rleer end Ppe Trench <br /> Rlmam me pear ednen =aneeht at said coma. DS'2"OS <br /> Mclyadenum Company." 06aEf $MM 6/97 <br />