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e <br />1 • -1, S <br />ELEY <br />40.00 <br />CURVE DATA <br />N0. <br />PC <br />PT <br />R(ft.) <br />p <br />T(ft.) <br />L(ft) <br />2� <br />MR 11+87.19 <br />MR 28+00.57 <br />1028.00 <br />89.92° <br />1026.62 <br />1613.39 <br />r <br />o <br />C� <br />C <br />ffl <br />UI <br />LLI <br />V) <br />I <br />W <br />Z <br />J <br />PLAN - STA MR 8+ 75 TO STA MR 18+ 75 <br />SCALE: 1 "=40' <br />- <br />- BEGIN TAPER <br />_ <br />STA MR 16+74 <br />- <br />SIDE INLET <br />CATCH BASIN <br />aE-r�lnI ACDLI AI T r111/7 <br />J f H IVlli 1 0-rt-UU LJ 1 .Z_�J L I <br />G.E. 47.57' <br />I.E. 44.57' 12" IN (S) <br />I.E. 44.32' 12" CUT (E) <br />FOR AUSTIN ROAD PLAN & PROFILE <br />SEE DWG AR-01 AND AR--02 <br />FOR MARIPOSA ROAD/AUSTIN ROAD <br />INTERSECTION DETAIL, SEE DWG D-'--02. <br />R=937.19' <br />V—DITCH <br />96 <br />6 <br />92 <br />- _ _. <br />92 <br />88 <br />84 <br />_ __.........--...... <br />84 <br />_ ...... _...._...._.._...... ...... <br />5+5624 <br />80 <br />_ , -- .._. _........._.... ...._.......__...:-............_.__........_ <br />PVI ELEV 48 46. <br />80 <br />76 <br />_..-..._.... - _ _ .. _. _ _.. _ _ . <br />- <br />A.D. 286 <br />6 <br />I <br />104-87 <br />72 <br />72 <br />C. 30 DO VC <br />688 <br />6 <br />64 <br />-... <br />_......._ .........,-.... - . - <br />N <br />oLO <br />_... ..... <br />LO <br />.64 <br />- - ---- - � <br />i <br />N <br />+ <br />may <br />W <br />- - + <br />°� <br />�' <br />D° <br />6 0 <br />0 <br />PROFILEGRADE. <br />o� <br />....-.._. _.._.............._ .; - _............... t� <br />Q <br />Qw <br />52 <br />o <br />�� <br />I <br />m <br />r~- _j <br />cnw <br />- 52 <br />_ <br />_... . EXISTING GROUND <br />o <br />1 <br />w <br />48 <br />-- - --- - - <br />.............. <br />- <br />NDPE I_-69 <br />48 <br />44. <br />t <br />Ln 00 <br />tI7 <br />N 00 <br />CO <br />Q7 <br />-0 <br />f• n <br />rr7 L0 <br />00 <br />a <br />i� T) <br />Q7 <br />` ni <br />a <br />°� cv <br />r <br />'� u y <br />CV <br />d �t <br />00 <br />7 <br />e j 00 <br />' `7 Q <br />�t <br />F__ 00 <br />N a� <br />CO <br />i� <br />00 <br />CN <br />� <br />� <br />� <br />�� <br />d <br />!• �00 <br />�00 <br />�00 <br />�p0 <br />-t <br />�00 <br />� <br />�� <br />_t <br />Ni_- <br />In <br />�N <br />�� <br />��C7 <br />Ln <br />d <br />�} <br />t <br />Ln <br />L] <br />to <br />L(7 <br />Lr7 <br />9+00 <br />10+00 11 +00 12+00 13+00 14+00 <br />PROFILE — MR —LINE <br />HORiZ SCALE: 1 "=40' <br />VER T SCALE: 1 "= 8' <br />15+00 10+00 f 1 7+00 <br />� _ 18+0❑ <br />Corr�>r�IC3f►� � <br />No chanu c".. <br />Date.,Arty <br />HORIZONTAL GRAPHIC SCALE <br />40 20 0 20 40 <br />VERTICAL GRAPHIC SCALE <br />8 4 0 4 8 <br />INFORMATION CONFIDENTIAL: DESIGNED BY CONTRACT NO- <br />■ pR�FESs� cations. and <br />pions, drawings, information <br />- A. WI IALEN Burlington Northern Santa Fe ��Q °"q� MARIPOSA ROAD GRADE SEPARATION <br />DRAWING NO- <br />cotions, and or information pRpyyN BY <br />furnished herewith shall '-`� M R- 02 <br />remain the property of the H. PNAN <br />Burlington Northern Santa CHECKED BY Railway Company �' N RAI 0 l AND REALIGNMENT REVISION SHEET NO. <br />Fe Railway Company and <br />shall be held confidential; A. SILVER Iy_ Nand ' <br />© 5/22/02 REVISED SLOPE GRADING ERC ACB any purposenotused <br />ry dedr APPROVED BY �9�, � R■ Harms,, Inc. 15 OF 51 <br />xp. °3-�'�°� � MARIPOSA READ -- PLAN 8c PROFILE <br />for in agreements with the A. BOONE kr C f V! L �Q SCALE <br />1� 5/15/02 ADDED PIPE CULVERT ACB Burlington Northern Santa DATE Gal University Avenue, Suite 274 qr ��' STA MR 8+ 75 TO STA MR 18+ 75 As 51�DWN <br />Fe Railway Company.4 Socramen to, California 95825 F pir C DLO � <br />REV. DATE DE5CR1PTfQN B Sus. APP. SEPTEMBER 13, 2001 Firs <br />