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10' -0' 2' -0" <br />OPEN — � OPEN <br />4 SfD PIPE <br />PAINTED B1 l ie <br />#5 @9' T <br />@ GUARDRAIL POSTS <br />15 @ I8' T & B <br />BETWEEN POST -x <br />H <br />5' I.U. PVC PIPE v <br />FOR 4' STD PIPE H.P. -' <br />cv <br />15 @ 9' O.C. E.F. <br />GUARD RAIL POSTS <br />#5 @ 18' E.F. BETWEEN POSTS �r <br />I <br />2' CL. (TYP.) zn <br />I <br />#5 @ 12' E.F. <br />2X4 KEY <br />v- 5 -h T & B CONT. <br />. ► <br />^v <br />n ►, 4 r <br />3R 4( <br />S ECTION <br />® <br />SCALE: 1/2' = 1' -0' <br />-� ,3" CL. <br />2 ► -0 . I ► 1 ► -O r <br />(TYP . ) <br />4 ► -0 . <br />DETAIL A <br />s <br />SCALE: 3/4" = I' -0' <br />6 SETS OF 13 TIES <br />(TYP . ) <br />'a ► — nr <br />s <br />tr <br />I <br />17 @ 6' U.C. E.W. <br />14 @ 6' O.C. <br />HORIZ. (fYP.) --� <br />#4 @ i2' 0. C. <br />VERT. (TYP.) -� <br />EL. 82.3 <br />PLAN <br />SECTION A-A <br />J V VI "11 <br />F:D.O.T. <br />FRAME TYPE I <br />ASPHALT PAVING <br />SEE SECTION <br />DETAIL <br />SCALE: 1/2" = I' -0' C -5 <br />30' CMP <br />A <br />5' -3 1/2' <br />!8' Div <br />►_�r <br />ueratL rA <br />C -5 <br />SEE PLAN <br />A� <br />PUV 8A2r7( AT <br />ST FOX TIM <br />(SEE PLAIN) - <br />18' CMP - <br />8' <br />PLAN <br />1/8' STAUESS <br />STEEL SMYM <br />EL`8�.5` <br />EL. 8i.5 <br />EL. 86.0 <br />5 1/2' x 36' WEIR <br />OP01146 IN FACE <br />CF STRUCTURE <br />1/4' EXP. 80LTS <br />' FOR SKIM <br />CREST OF WEIR EL. 83.4 <br />d EL. 83.0 <br />- -- <br />1 <br />N <br />!4 a 12' 0. C. ��1N <br />(TYP.) SECTIGN A -A SECTION a-a r ��� l r.�� <br />C�JTELC�W CCNt�NCI TNUCTU�E C � - <br />z <br />VARIABLE <br />A.W.W.A. FIRE HYDRANT (3 -WAY) <br />i WITH TWO -2 1/2 HOSE NOZZLES & <br />ONE -4 1/2' PUMPER NOZZLE fO <br />FACE PAVEMENT, 5 1/4' VALVE <br />OPENING, COMPRESSION TYPE. <br />I <br />4 1/2" PUMPER NOZZLE" -'� <br />FINISHED GRADE I i CHAIN -� <br />IIIII I I Nil I FIE III IIII1 0111 IHIHII <br />I W <br />: C I EXTENSION <br />TYPE VALVE BOX -� <br />GAPE VALVE <br />C-) 6' <br />CONC. <br />REACTION <br />BLOCK - <br />LL■ ..VLL V I <br />BE KEPT FREE <br />OF CONCRETE - <br />1/2' DIA. TIE <br />DOWN BAR <br />2 !/2' HOSE <br />NOZZLE <br />o� <br />i-4 <br />z� <br />B" <br />� M J INIE( <br />um <br />I LL <br />'9 a <br />4ARIES <br />MAIN LINE �- <br />��� 6' MIN. •.i:: <br />��IIII� - 1111 �Il 01 � III �II�� �Iill I!� <br />UNDISTURBED � ! /A' CRUSHED CONC. REACTION BLOCK <br />SABLE EARTH STONE OR GRAVEL 0.10 CU. YU. MIN. <br />0.3 CU. YD. MIN. 2000 PSI CONC. <br />FIRE HYDRANT AS SEMBLY DETAIL <br />SCALE: ] /A' = 1' -0' <br />3 <br />u <br />-°� 1/8' STAINLESS <br />STEEL Sumo <br />#c� <br />IX <br />Ni <br />• u W <br />z <br />r+ <br />�3 z <br />4 <br />W� <br />U <br />U �- <br />v� <br />t�l z <br />f-4 <br />(D 6� <br />191 j 4 <br />• <br />(l) <br />_j <br />C) <br />f <br />U li <br />LU <br />�1) <br />�1 <br />LLJ <br />14 <br />L. <br />LL.. <br />C) <br />LU <br />81056 _� <br />