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3"x4"x6- concrete <br /> Embankment Fill block a 4' c-c. <br /> compact to 98% (if required) <br /> Standard Proctor Density <br /> 1.9:1 (H:V) <br /> approx. NOTE: � 6 0" <br /> Cons <br /> .t t•4.,. Construction Upper and Lower Cradles <br /> Terminate 4" PVC at ground surface 24" RCP joint — shall be placed separately. <br /> I`` a Class V I Precautions must be taken #4 a 18- E.W. <br /> , Upper Cradle during placement of concrete centered in <br /> / u 4 - PP _ — to ensure RCP does not "float'". <br /> aPProx, 12" --�^' T - — - pp 6" thick wall <br /> = °>��- .j-�'' 6" Lower Cradle Concrete Supporting RC blocks are gro dr.1 bypass conduit <br /> - — - — - — required only if RCP does not grouse� solid and <br /> 1 ill w 1° have belled ends. center- d in cutoff collar <br /> 4 18" E.W. Undisturbed soil . ' p <br /> 4" dla PVC Schedule 40 —� .' / # 0 <br /> (below) I 5 0 <br /> 45 degree elbow — M C iur shall be placed <br /> -•tr—� 3/4' Preformed 1 a :.Istance of 20 feet I <br /> " I TYPICAL TRENCH SECTION fr, ,rll conduit inlet bituminous <br /> - joint filler <br /> Ir — 3' thin — Scale <br /> „ <br /> L <br /> Id I .� I lei I�I Iwi IJ <br /> 4"x4' 90 degree <br /> elbow down � Undisturbed Lc,ne I <br /> — <br /> 4'x4'x4" Tee --•� 11 I <br /> 9' o" � CONCRETE CUTOFF COLLAR <br /> FOR BYPASS CONDUIT <br /> T <br /> —� <br /> ----�' Existing discharge channel ; : • . I EACH REQUIRED <br /> c> Shape as required #4 W 18" E.W. <br /> • ,' � - N Scale <br /> centered in <br /> N u I 6" thick block <br /> ------------------------------------------------ ---' - - - - - '- Q 2 4 E f t <br /> 3/4" Preformed 3 3" <br /> bituminous joint <br /> -_-� filler cN 3/4- Preformed 24" RCP <br /> bituminous <br /> Class V <br /> joint filler r'' 5' 0" <br /> L <br /> ' " <br /> 10' of 4" PVC well, screen '------------------ ° fill <br /> 1 <br /> bedded in 12 Type I Filter t <br /> each side of pipe above Lower Cradle Construction point r� v Embankmen <br /> pipe cradle. graded to drain 1 Embankment fill <br /> �/ ' <br /> toward headwall. I <br /> N Compact to 98/ ° <br /> —J r �P �asls�s •It Id compacted <br /> t T e 1 1 <br /> Standard Proctor b, 2 vibratcr in — <br /> �a _ h �-_ <br /> L111 h111 Density 'k ° % rich loo`o - # <br /> #4 a i2" E W a I _ <br /> I Undisturbed Zone I a•Y-'� ,� ^'•',I :r .. G'.,-. . �� - <br /> r 1)0 <br /> �H REQUIRE <br /> - - i'LET HEADWALL <br /> N�.K_ TE 6 EACH D <br /> F <br /> W LEVEL OUTLET f)�l`- �•�NARGE CH,,,NNEL �' z <br /> L J Scale24 <br /> r-- <br /> r u t <br /> •. � gro�te� Ad <br /> 0 2 4 6 f t %' terminated a1 <br /> 4 r) f + Filter diaphragm shall —� w- face of (liter. v° <br /> ass conduit \ <br /> be Placed 50 feet <br /> from b <br /> yp s j <br /> outlet. I ' <br /> Type I Filter ar .... . <br /> g a v� <br /> 12" around well screen ° <br /> s , ° o <br /> '1- <br /> 12' 0' <br /> Class V T <br /> 24• RCP MOM <br /> m w _ <br /> Approx. shape of r u ul 1 ula � <br /> existing channel �tr��l,� <br /> 4" Dr an — — <br /> cN <br /> 1 G 12„ Undisturbed Zone I <br /> E Zcne I fill material — <br /> I c I 2' - II 2 compact to 98/ I" Pipe Cradle C4 <br /> 5rondard Proctor FIL..TER DIAPHRAGM SEEPAGE CONTROL. I N /�I1 <br /> '.I (H:v) FOR BYPASS CONDUIT �FQ <br /> Excavate to 1 <br /> l Continue 4" ilia. schedule 40 PVC r — nr <br /> Bedrock approx. 10 feet to ground surface I EACH REQUIRED gas <br /> 2 C ���oe <br /> 4— ---_-_____�—J and terminate with open end. <br /> iL------------------------ <br /> Headwall to be placed SCQI <br /> against undisturbed bedrock ---� -- <br /> SECTION L-L 2 4 E f t j <br /> SEiI'TION M-M SEEP COLLECTION PIPING <br /> TYPICAL DISCHP%RGE (_HANNEL �Ei._ TION <br /> STA 2+9-D TO STA 4.8,E Scale _ Colo PE No. _.- <br /> Scale <br /> 0 2 4 E f t SHEEP 5 OF 5 <br /> No Revisons Date B/ d By Date CYPRUS-CLIMAX METALS COMPANY_ <br /> -- c EAGLE PARK RESERVOIR OUTLET 4', ORKS PROJECT <br /> e iping, 1/95 L,: . X , i. . )4 <br /> P _ <br /> Q evoTe r< Ir ar?rode mesa 6/9/y5 D } [.r�wl, D< 0/)4 DISCHARGE CHANNEL, LOW L. VEL OUTLET. <br /> — — Check GAF ll/s4 I AND BYPASS CONDUIT DETAILS <br /> 3 <br /> 4 — — - Dw'& NJ! _J W. W. WHEELER AND ASSOC_ , INC. <br /> WAT t - �\ — ER RESOURCES ENGINEERS <br /> 5 A ENGLEWOOD OL.'WRALIIO <br /> I <br /> Permit Number <br /> ._—_--- Class:OPermit <br /> .— Section/Exhibit: _ _ _ _ ___ _ ___ _ __ <br /> �, Class: Revision n� .Jr � <br /> Type/S� -La'�-__ .`'�—C e- _-_-___-_-__/ <br /> Class:❑Report O Hydro OCeneral U <br /> Doc Type: <br /> OApplicalion(Coal only) ❑Bond O Enforcement ❑Inspection <br /> �1 <br />