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CLASS 40 a9' CIA. SPIROLITE <br />HOPE PIPE OR ENGINEER <br />APPROVED EQUIVALENT <br />i <br />?2S <br />Wh PLAN <br />LONG N4 C BARS 12" GO <br />�_l <br />CROSS SECTION C-C' <br />CULVERT <br />REBAR <br />P <br />H <br />T1 <br />T2 <br />A <br />B W <br />CSLY -2 INLET <br />RE BAR <br />5'9" <br />10'1" <br />12` <br />12 <br />1 i6" <br />1 36" j 12' -2° <br />CSLY -2 OUTLET <br />REBAR <br />5'%72 <br />8'2"x5'9" <br />12" <br />48' <br />16" <br />48" 12' -2" <br />CSLY- 31NLET <br />RE&1R <br />5'12" <br />STEEL <br />1 <br />12" <br />16° <br />36" 12'd <br />CSLY -3 OUTLET <br />REBAR <br />5'12" <br />3.1 <br />CSLY -) <br />48" <br />16` <br />36" 12' -T <br />CLAN -A INLET <br />MESH <br />Y12" <br />15" <br />CIRCULAR <br />12 <br />20" <br />24" 5' -9" <br />CCW1 -A OUTLET <br />MESH <br />2'6" <br />7'2" <br />12" <br />2.10" <br />20" <br />24" 5' -9" <br />CCWI -B INLET <br />REBAR <br />SEE DWG. 309 DETAIL NO.S <br />CCWI -B OUTLET <br />REBAR <br />4'6" 9'2" 1 12" 1 3'10" 20' <br />CSGl I NLET <br />MESH <br />SEE DWG, 309 DETAIL NO 5 <br />CSGI -1 OUTLET <br />MESH <br />SEE DWG. 309 DETAIL N0.5 <br />1N �­T2� <br />END VIEW CROSS SECTION <br />2° 0.R ^ TYPICAL CONCRETE HEADWALL <br />/ G l <br />�, N is. <br />SHORT N4 C BARS 0 12" O.C. <br />REQUIRED WHERE H > 8 R. <br />4 <br />4' <br />1 <br />1 J-� <br />CLR E <br />END VIEW S <br />REBAR SCHEDULE FOR WING WALL / <br />�1.0� <br />'I COMPACTED BACKFILL <br />12 <br />SEE HEADWALL DETAIL FOR <br />REBAR SCHEDULE <br />N4 ROMP FROM WINGWALL <br />FOOTING CONTINUE INTO <br />THE HEADWALL. <br />y DETENTION POND CONCRETE HEADWALL DETAIL <br />N T5. <br />1 NG N4 C BARS 12" 0 C. <br />NGTH OF WALL, SEE ELEVATION <br />'% FOR SHORT C BAR REQUIREMENT <br />4.0' HZ. N4 0 12" O.C. <br />2" CLR. <br />1.5 "x 3.5" KEYWAY <br />- N4 0 12- O.C. <br />s Aa 0 12" T <br />FOOTING LENGTH <br />CROSS SECTION B -B' <br />REVISION DESCRIPTION ^Mw �." °a°^'mu„'^°„T DATE I BY ICHi <br />ISSUED FOR 908 REVIEW 1 2/11/97 <br />:1 <br />■■ELAN• �� ■■ ■■■■■■■■■■ <br />NONE■■■ NOON■■■ <br />mom <br />'11 ,11 <br />ORO <br />n.-91 e.u' <br />memo .un <br />EE`■ ■E \. .:■■�■■ <br />n EEEnb:grsnNNNE an <br />3 BAR NO 5 BARS ONE SPAN <br />IN LENGTH <br />© DESIGN <br />IT S <br />HOPE <br />POPE 40 48" ENGINEER <br />ENGINEER <br />IL <br />SHAPE <br />APPROVED Q <br />APPROVED EQUIVALENT <br />GAUGE <br />12 "I0.CJ <br />Ilp pl 111 ILA I <br />Iltl NN IIY p 11 <br />q pW Htl p p <br />Np._. pp_ 0 <br />t0" <br />U <br />4" N <br />- -- <br />0'd tlry tlll <br />IN YN Yll YI <br />III pry YII 'l <br />11 111 111 11 <br />SL5PT <br />16 <br />Inv. rl_ TO65[ <br />CSLY - -2 <br />..SECTION A <br />PIPE ARCH <br />2' CLR <br />-A' <br />5x1 <br />CSLY -3 <br />8'2"x5'9" <br />4 <br />REVISION DESCRIPTION 'ry °a!!;„^°[„''^,W„T" DATE <br />AND CMPA SHALL <br />GALV. ANCHOR BOLTS <br />AT 19° MAX. C_C. <br />_7�n <br />(2) N60 56" DIA. <br />A � 20" MIN. OVERLAP <br />REBAR SCHEDULE FOR HEADWALL <br />CULVERT <br />5121NG <br />SHAPE <br />11 J 0" <br />HRZ <br />U <br />O <br />m <br />-VR <br />GAUGE <br />12 "I0.CJ <br />CSLY -t <br />t0" <br />U <br />4" N <br />REBAR SCHEDULE FOR HEADWALL <br />CULVERT <br />5121NG <br />SHAPE <br />TYPE <br />GAUGE <br />CORRUGATIONS <br />CSLY -t <br />30" <br />CIRCULAR <br />CMP <br />16 <br />3xl <br />CSLY - -2 <br />8'2 "x5'9" <br />PIPE ARCH <br />CMP <br />12 <br />5x1 <br />CSLY -3 <br />8'2"x5'9" <br />PIPE ARCH <br />CMP <br />12 <br />5x1 <br />CSLY -4 <br />13 5" <br />PLATE ARCH <br />STEEL <br />1 <br />6x2 <br />CSLY -5 <br />30 " <br />CIRCULAR <br />CMP <br />16 <br />3.1 <br />CSLY -) <br />30 <br />CIRCULAR <br />GMP <br />16 <br />3.1 <br />CSLY -8 <br />15" <br />CIRCULAR <br />CMP <br />16 <br />3.1 <br />CSLY -9 <br />1B" <br />CIRCULAR <br />CMP <br />i6 <br />}xt <br />CSLT -10 <br />15" <br />CIRCULAR <br />CMP <br />16 <br />3x1 <br />CCWI -A <br />30" <br />CIRCULAR <br />CMP <br />16 <br />3.1 <br />CCWI -B <br />a6 "/54' <br />CIRCULAR <br />Spl'.,rc <br /><u12 xo <br />3x1 <br />CSGI -I <br />j 3O" <br />CIRCULAR <br />CMP <br />16 <br />3x1 <br />N4 018 O.C_ <br />PIPE MATERIAL SCHEDULE <br />-WIRE FACE RISE WALL 6"x2" CORRUGATED <br />/- 1 CHASE STRUCTURAL <br />PLATE ARCH CULVERT <br />OR EQUAL <br />PAN 13' <br />RISE = 675 �EXISTING GROUND <br />STRUCTURAL � "'S ' T- <br />PLATE ARCH TLVESTER GULCH <br />FASTENER <br />ARCM / 1 <br />TO CONCRETE /NUT <br />WASHER <br />N6 REBAR 0 16" QC - <br />3 <br />-N4 REBAR 0 18" O.C. TOP OF <br />CONCRETE <br />N4 REBAR 0 18' 0 . 2 t' Lt I <br />- CONCRETE FOOTING <br />1.O' <br />�- -, -� IIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />STRUCTURAL PLATE 001117 <br />'OUNDATION WALL DETAIL A PLATE ARCH END SECTION <br />11 T, 5. <br />PIM <br />WEST ELK MME <br />$ <br />PO BOX 591, 1 Ml. E. OF MEPIET <br />DATE ` SOMERSET 60 61434 <br />SYLVESTER GULCH FACILITIES <br />HEADWALL SECTIONS AND DETAILS <br />■ <br />