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a <br />Q <br />LLI <br />116 <br />y <br />m � <br />114 <br />oN <br />o � <br />112 <br />1110 <br />A,Vsmorvf5�O0 O I14�� <br />108 Hw wap- OF <br />1116Jt»KUIJEs �1woF K <br />00f 4e4f -ldJ Jor- <br />106 <br />/2' � */2' <br />,f <br />i lo� Is 50' � rc <br />All ' 1/4.26 co <br />e 114— P-=1� /_=_ y F14.05 <br />1 <br />114.19 <br />\ Ii2— Exist a"qc <br />�'"� Pavement <br />R. hod /o „cc Y A $ <br />rr, =5.0 <br />_ BATES ROAD STA.2+00 <br />Scale: /" - 2o' Nori2. <br />/" ° 4' Vert. <br />gG1p; <br />1 <br />0�t <br />k <br />5,4WCUT /'D" M/N. INTO <br />EXisT/SVG 1 4VEMENT <br />3"Ac oven <br />hI°ye1 �`5 O� ��yQ Dye /0„ <br />�y G—La� <br />y� — <br />�21L----------���-- <br />\Yti� Exist Na er Main o, j <br />— �E;A SWgLE $=0.005 \EXiSt 1rrrioafionGine <br />IIr--------------------------- ----- <br />I <br />� SDE <br />UNIT N0. I <br />�I I <br />G A T E S R O A D <br />SCALE: I =30 <br />23 4 <br />j'I��InE �n�E 2TIeIPIN� <br />PI-pN dao -P nErpll. 2�� <br />@ /PFrom <br />CD <br />yQ <br />A <br />o <br />- --- ------------ <br />,PEST.?/CTEID ACCESS � <br />%- / /7 <br />----- --� — —N <br />W <br />- /2" D <br />332 L.F. ti /2" D 5=0,003.,S- <br />- —— — — — — — — — — — — — — — — — — — — <br />-w <br />N <br />8 <br />UNIT N0. 2 <br />A <br />�EX/Sr% <br />14139 EP v <br />t7Nfi�� ` <br />_ — //4.495EP 1/� �Ex/stiny Centet&v Pmf/Ye <br />, 00/6 <br />— --'— — 1/5,14 EP $ Z <br />004/ <br />FLOW L/N� OF SWALAF GRADE v n - <br />PropoSed Edye of P vement Prome <br />o• mos <br />O.po$ V1 <br />116— Pe <br />114. fab /�cc <br />4.39 <br />114— �T`= P I <br />114.47 <br />112— Exist 2'w1de <br />Pavement R•6.5ho0%G7 r 3"AG <br />r,r. =5.0; R=5.0 /o"cc 11 46 <br />BATES ROAD STA. 1+42 <br />Scale: iy - 4� Verfz <br />RpproYimoe location of <br />APPRoX/MAT,E Ld7GAT/ON OF <br />-- — EXIST. B" WATErk <br />332 L.F n <br />12 "D <br />5= 0.0035 <br />lrrigafion pipe/ineo N <br />�, <br />/e so 1 <br />!�' */e' *4' 9' <br />i fe <br />116— /' F <br />r <br />p 0b <br />R m i—� <br />//983 i <br />3 H 114— �_-__-_= tP <br />✓' <br />112— Exlst ?'wide <br />Pavement <br />T.I. 5. D <br />A 06hoWder— 3 "Ac <br />= <br />II AB <br />BATES ROAD STA. 3+00 <br />Scale: P = 2o' Horiz. <br />/"= 4' vert. <br />nO p <br />O' <br />50' /O <br />15, /2' *ye, *4' 9' /3' l2' *tt' *4' 9' <br />/ME 116— <br />SIM <br />W <br />, <br />I 1 <br />J <br />PR/ME <br />116 — <br />o <br />CV <br />Q <br />a <br />PWB <br />coAr <br />W <br />z <br />WJ <br />z <br />/13.90 <br />I <br />C047' W <br />~ <br />i <br />z <br />I <br />o <br />D <br />U <br />2 <br />co 114— <br />Q <br />/qG <br />__I <br />1355 <br />v <br />3 <br />m 114— <br />113.38 <br />P I / <br />le/3o9 <br />1� <br />112112- <br />m <br />5aveinent 2'Wide— J Exist. P <br />3"AG <br />r. z. = s.0 A.85houlder Pavement ?'Wide 3"AG <br />R = s o /o"cc Il AB rr. = 50 A.B. 9hoUl <br />R 5.0 <br />Id-' lo" cc 1Z 4,5= <br />BATES ROAD STA. 4+00 BATES ROAD STA. 5+00 <br />Scale: /" ° 2o' 14ori2 Scale /"-90' Horie. <br />/"a 4' Vert. /" - 4' Vert. <br />0 30 60 <br />SCALE IN FEET <br />116 <br />114 <br />112 <br />110 <br />w <br />106 <br />R.S.C./S.R.B. <br />A. J. L. <br />5679-278 <br />8 <br />6,-4z30 <br />b <br />W <br />Cn <br />J <br />W <br />o <br />CV <br />Q <br />a <br />O <br />z <br />WJ <br />z <br />~ <br />�a <br />z <br />o <br />D <br />U <br />2 <br />o <br />jr <br />Q <br />w <br />F- <br />a <br />m <br />R.S.C./S.R.B. <br />A. J. L. <br />5679-278 <br />8 <br />6,-4z30 <br />b <br />