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1 d <br />MAXIMUM WATER SURFACE <br />EL7053.4 <br />5d <br />EXISTING GROUNp J� <br />N FROND OF WALL <br />SEGMENT A SEGMENT B <br />13.5' 26.`i — <br />TOP OF WEIR <br />7j X- 1.0' OF D- V <br />RIPRAP <br />SEGMENT A <br />135'- <br />SECTION A -A' <br />SECTION B-S' <br />CONCRETE WEIR REBAR SCHEDULE <br />1 CONCRETE WEIR DETAIL <br />NT.S. <br />M6 0 6" O.C. <br />FLOMI <br />ROADWAY 30 <br />CENTERLINE <br />LO' OF DI <br />RIPRAP <br />PROTECTION <br />30" CMP (iTP)I <br />MITERED TO <br />SLOPE 2.5:1(TTP) <br />2 TYPICAL ROAD CROSSING CULVERT <br />AT <br />OUTLET OF CULVERT CSLY -2 AND <br />.3 TRANSITION TO SUBSTATION DIVERSION CHANNEL <br />Ts. <br />S ON CHANNEL <br />JAL TO 1.5 Dg EXTEND RIPRAP TO HEIGHT OF <br />_DATLIGHT LINE FOR REFERENCE <br />ONLT. ACTUAL CUT LINES TO DE <br />FIELD FIT. <br />_- L <br />PLAN <br />w ENERGY DISSIPATOR TYPICAL DETAIL <br />°Y Ts. <br />ESCRIPTION? ea! :n°ixx'a. .xmex DATE BY CRKD AP'VD N0. REVISION DESCRIPTION <br />ISSUED FOR BID <br />ISSUED FOR 90% REVIEW <br />MAN <br />EXTENT OF SIDEWALL <br />1 FLOW ^ � II <br />e" <br />III <br />ry0� <br />6" I- " -I <br />8 30 <br />6" MIN T <br />BEDDING 310, <br />1. CONTRACTOR TO PROVIDE REBAR DETAIL 30' 2.0' <br />SHEETS AND SHOP DRAWINGS FOR ENGINEER 1 <br />APPROVAL PRIOR TO FABRICATION. 6PRGIN 8E(:TION F-IF 1 SECTION 0- <br />2. BAFFLE ROWS ALTERNATE SEDUENTIALLY EVERY B f` <br />6' FROM 3 BAFFLES TO 2 BAFFLES <br />6 TYPICAL CONCRETE BAFFLED CHUTE <br />N T.S. <br />-T <br />U1 <br />20 <br />D. <br />6 LGRANUTAR BEDDING <br />W CROSS SECTION D -D' <br />olssvaoa sacrnwc <br />DATE <br />tIPMP <br />PLAN <br />5 PIPE ARCH xCULVERT INLET <br />IIIII Hill 111111111111111 IN III <br />001179 <br />" P,O. BOX 591, 1 HI. t VI 1.1`1 <br />SOMERSET, CO 81434 <br />SYLVESTER GIACH FACILITIES <br />WEIR AND MISC. DETAILS <br />f1Aw <br />A. <br />L <br />ID <br />F' <br />I II <br />jar <br />A <br />J:3 <br />�1]� <br />3 (TYP) <br />XTENi OF UPSTREAM /DOWNSTREAM <br />OKFLE DETAIL <br />H NNEL <br />I <br />P�3.0' —+I <br />{ <br />30 <br />3 _J_ <br />- � <br />3. <br />8 30 <br />6" MIN T <br />BEDDING 310, <br />1. CONTRACTOR TO PROVIDE REBAR DETAIL 30' 2.0' <br />SHEETS AND SHOP DRAWINGS FOR ENGINEER 1 <br />APPROVAL PRIOR TO FABRICATION. 6PRGIN 8E(:TION F-IF 1 SECTION 0- <br />2. BAFFLE ROWS ALTERNATE SEDUENTIALLY EVERY B f` <br />6' FROM 3 BAFFLES TO 2 BAFFLES <br />6 TYPICAL CONCRETE BAFFLED CHUTE <br />N T.S. <br />-T <br />U1 <br />20 <br />D. <br />6 LGRANUTAR BEDDING <br />W CROSS SECTION D -D' <br />olssvaoa sacrnwc <br />DATE <br />tIPMP <br />PLAN <br />5 PIPE ARCH xCULVERT INLET <br />IIIII Hill 111111111111111 IN III <br />001179 <br />" P,O. BOX 591, 1 HI. t VI 1.1`1 <br />SOMERSET, CO 81434 <br />SYLVESTER GIACH FACILITIES <br />WEIR AND MISC. DETAILS <br />