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00 <br />O <br />T <br />Q <br />"g z <br />o NW W O m rn 03m U <br />N <br />Sn, c+oZo�n <br />+a + + ++ + +mWm+Ooax� <br />rnm rnD: m� OD:O D; C4 MQ <br />N U N U N U MUMU M U M i <br />64 <br />64 <br />62PROPOSED EDGE OF RAVEMENr PROnLE <br />I I _PROPOSED ED1GE I1F PAVEMENT PROFK.E- _ - .- <br />06 <br />62 <br />.0001 : <br />1 Ogg + F T <br />— — — — — — — — <br />60 <br />60 <br />! _; _ _ - - __ _ - 35_ LF 12 RCP. STORM, S=.0000 — � � ._-. � T � — <br />f2 4� t r�" S= 0000 58 <br />.35 LF f2 PCP S�'%ORMI S=.CJ000 PROPOSED BOTTOM OF DITCH PROFlLE EXIS�ING GROUND At CENTERLINE .95 <br />l2 SD <br />56 <br />56 <br />55.55 <br />17- <br />5 5595 5595' S5. 5 35 '� 1�2" RSP SJCORM S=.8000 55.95 <br />95 ! 12" SD �C <br />SD 35 2 <br />LF 12 RCP STORM S�. 00 0 12 12 S 56.20' 112 SO 12' SD 56. : _i 12 S . 4j 3 W 5 <br />Slid <br />Q. a 6.20 L5620' <br />55.95' 95 S7>u 3 SItI B7R/ 54 <br />zz 12'12 SD a <br />52 <br />foo as moo. ^o116.20 :z ^o N _ 52 <br />ti <br />.� , 50 <br />481 48 <br />�V <br />46 <br />' <br />- : <br />E <br />� <br />1" = 4' VERTI <br />n <br />n <br />n <br />t0 <br />to <br />N <br />W <br />C� <br />7 <br />M <br />t7 <br />M <br />M <br />M <br />M <br />M <br />d <br />d <br />M) <br />M <br />M <br />M <br />M <br />M <br />M <br />N <br />n <br />t() <br />N <br />O <br />0) <br />CD <br />CD <br />OD <br />n <br />O) <br />Lo <br />0) <br />W) <br />0) <br />to <br />O) <br />Lo <br />O) <br />to <br />O) <br />U) <br />W <br />to <br />O) <br />to <br />0) <br />N <br />W <br />m <br />0) <br />to <br />0; <br />O) <br />0) <br />O) <br />O) <br />O) <br />0) <br />O) <br />O) <br />O) <br />W <br />0; <br />0) <br />O) <br />O) <br />W <br />O) <br />W <br />0) <br />W <br />W <br />0) <br />O) <br />W <br />0) <br />0) <br />W <br />O) <br />O! <br />O) <br />OD <br />06 <br />06 <br />uD <br />to <br />N <br />m <br />N <br />to <br />W) <br />W) <br />W) <br />W) <br />to <br />to <br />to <br />N <br />N <br />In <br />to <br />to <br />to <br />to <br />to <br />to <br />N <br />L1 <br />m <br />to <br />N <br />N <br />kc) <br />W) <br />to <br />to <br />N <br />N <br />Lo <br />ko <br />11101101 <br />PROFlLE sc,AL <br />1" = 80' HORmONTALCAL <br />46 <br />11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 <br />NO TE: <br />ALL GRADES SHOWN ARE TO BASED ON EDGE OF PAVEMENT. <br />11 <br />I <br />I <br />SC4LE 1 " = 80' <br />19 <br />12 <br />DRAINAGE DITCH, TYP 907H <br />OF ROADWAY (SEE STREET <br />SECTIONS SHEET 3) <br />10' PUE <br />Figj <br />CONCORD AVENUE <br />(STA 10+00.00 - 33+50.00) <br />PLACENT14 AVENUE <br />(SEE SHEET 4) <br />. 50' <br />6 .4 _ <br />10' PUE <br />W ZZI <br />,I <br />I� <br />15 I I <br />PLACENTIA AVENUE <br />(SEE SHEET 4) <br />COPYRIGHTO 2" MCR ENGINEERING <br />F0 <br />U <br />O <br />a <br />SHEET <br />tA <br />110F 21 SHEETS <br />� <br />y <br />W <br />� <br />W <br />M <br />• <br />S <br />W <br />C� <br />W <br />i <br />�nl=Jt/ <br />u <br />O <br />V 4j� <br />N <br />d <br />�IA1111N1 <br />F0 <br />U <br />O <br />a <br />SHEET <br />tA <br />110F 21 SHEETS <br />� <br />y <br />W <br />� <br />W <br />M <br />• <br />S <br />W <br />C� <br />W <br />i <br />�nl=Jt/ <br />u <br />O <br />V 4j� <br />N <br />d <br />F0 <br />U <br />O <br />a <br />SHEET <br />tA <br />110F 21 SHEETS <br />