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ELEY <br />40.00 <br />.r <br />W <br />T <br />W <br />Z <br />J <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 />92 <br />PLAN — STA MR 8+75 TO STA MR 18+75 <br />SCALE: 1 "-40' <br />70, <br />BEGIN TAPER <br />STA MR 16+74 <br />SIDE INLET <br />CATCH BASIN <br />I) E- r` I N I A C D LI A I T f11 1/ C <br />J f H V1 r-\ 1 0-rt-UU LJ1 .Z_�J L I <br />G.E. 47.57' <br />I.E. 44.57' 12" IN (S) <br />1. E. 44.32' 12" OUT (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 />Ln <br />tI7 <br />N <br />C0 <br />M <br />-0 <br />i� n <br />n <br />00 <br />a <br />6 <br />92 <br />CHECKED BY <br />A. SILVER <br />- _ _. <br />LO Lod <br />N <br />�t <br />0 <br />00 <br />1- � 7 <br />92 <br />'``7 <br />00 00 <br />� <br />C a� <br />N <br />CO <br />i� <br />00 <br />N <br />�f• <br />� <br />�� <br />� <br />88 <br />84 <br />�� <br />_ __.........-......... <br />d <br />!• X00 <br />X00 <br />X00 <br />84 <br />pQ x-00 <br />X00 <br />� <br />_ ...... _...._...._.._.._._....... <br />� _t <br />24 <br />�N <br />�� <br />��C7 <br />8 0 <br />_ ,---------_. _........._.... _-- -- ...._.__...:-............_.__........_ <br />PVI ELEV 48.46 <br />80 <br />76 <br />d <br />_..-..._.... - _ _ .. _. _ _.. _ _ . <br />- <br />A.D. 286 <br />�} <br />6 <br />I <br />L0 <br />104-87 <br />117 <br />Lr7 <br />72 <br />72 <br />36 DO VC <br />G. <br />688 <br />6 <br />-... <br />64 <br />_......._ .........,-.... - . - _... ..... <br />LO <br />N oLO <br />.64 <br />- - ---- - � <br />i <br />N <br />+ may <br />W <br />- - + <br />°� <br />�' D° <br />60 <br />0 <br />PROFILE GRADE. <br />o� <br />....-.._. _.._.............._ .; - _...............Qw <br />t� <br />Q <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 />NOPE I_-69 <br />48 <br />... ._.. .. ......_.._... <br />- - -- �- - - - - <br />....___.- ..._.---_._.___... <br />---------J--.._.------,-__..- <br />..._-_-._.-._....._.._._...... .- �...__.._ .. .... .. .. ...... . ..... .. .._.. _.._...+w�.w�r,. _.. .. -- ...._.. ...-...-.._._..._.. _-`..�..... _.__... ._... _..._..... ..... -� . . ._ .. . _...-.._._- ............ <br />__� �Y44.. <br />_. <br />.. <br />.. ... .� .. .... .._ <br />- �- ^ <br />_.._ ..... .... .. .......... ....... .. ... ..... <br />.. ..... - <br />..... ..... .. ... .. ..... <br />44.. <br />.............._.. I ..._._.. _...... ...._.... <br />. <br />_......-......----- <br />_ _... <br />............. . <br />9+00 <br />5/22/021 REVISED SLOPE GRADING <br />, 1� 5/15/02 ADDED PIPE CULVERT <br />REV. DATE DESCRIPTION <br />10+00 11+00 12+00 13+00 14+00 <br />PROFILE — MR—LINE <br />HORiZ SCALE: 1"=40' <br />VERT SCALE: I"=8' <br />INFORMATION CONFIDENTIAL: ! DESIGNED BY <br />Ln <br />tI7 <br />N <br />C0 <br />M <br />-0 <br />i� n <br />n <br />00 <br />a <br />r- ,� �` <br />Q7 <br />a N <br />CHECKED BY <br />A. SILVER <br />0'0 N <br />r <br />LO Lod <br />N <br />�t <br />0 <br />00 <br />1- � 7 <br />e j o0 <br />'``7 <br />00 00 <br />� <br />C a� <br />N <br />CO <br />i� <br />00 <br />N <br />�f• <br />� <br />�� <br />� <br />�� <br />� <br />�(• <br />�� <br />�� <br />d <br />!• X00 <br />X00 <br />X00 <br />pQ x-00 <br />X00 <br />� <br />� <br />�} <br />� _t <br />Ni_- <br />t!7 <br />�N <br />�� <br />��C7 <br />Ln <br />d <br />�} <br />t <br />Ln <br />L0 <br />Ln <br />117 <br />Lr7 <br />9+00 <br />5/22/021 REVISED SLOPE GRADING <br />, 1� 5/15/02 ADDED PIPE CULVERT <br />REV. DATE DESCRIPTION <br />10+00 11+00 12+00 13+00 14+00 <br />PROFILE — MR—LINE <br />HORiZ SCALE: 1"=40' <br />VERT SCALE: I"=8' <br />INFORMATION CONFIDENTIAL: ! DESIGNED BY <br />15+0018+00 f 17+00 <br />18+00 <br />C�.srr>w�:�IC3r►� � <br />No chane c":, <br />Date.,�4? <br />Arty Feirsun; Zvi TFli �-hr.?Wej <br />Burlington Northern Santa Fe <br />Railway Company <br />�iz`e�k R. Harriis, Inc. <br />601 University Avenue, Suite 274 <br />M1 Socramen to, California 95825 <br />�IIIIIIIS <br />5p 1OFESSIp�gC <br />N RAI O <br />c n rr <br />N 3 <br />it xp.03-31-05 <br />�T <br />CIVIL <br />HORIZONTAL GRAPHIC SCALE <br />40 20 0 20 40 <br />MARIPOSA ROAD GRADE SEPARATION <br />AND REALIGNMENT <br />MARIPOSA <br />ROAD -- <br />All pians, drawings, specifi-- <br />cations, and or information <br />furnished herewith shall <br />remain the property of the <br />Burlington Northern Santa <br />Fe Railway Company and <br />shall be held confidential; <br />and shall not be used for <br />any purpose not provided <br />for in agreements with the <br />Burlington Northern Santa <br />Fe Railway Company. <br />A. WHALEN <br />DRAWN BY <br />H. PHAN <br />STA MR <br />8+75 TO <br />STA <br />MR <br />CHECKED BY <br />A. SILVER <br />ERC <br />ACB <br />APPROVED BY <br />A. BOONE <br />ACB <br />DATE <br />SEPTEMBER 13, 2001 <br />APP. <br />15+0018+00 f 17+00 <br />18+00 <br />C�.srr>w�:�IC3r►� � <br />No chane c":, <br />Date.,�4? <br />Arty Feirsun; Zvi TFli �-hr.?Wej <br />Burlington Northern Santa Fe <br />Railway Company <br />�iz`e�k R. Harriis, Inc. <br />601 University Avenue, Suite 274 <br />M1 Socramen to, California 95825 <br />�IIIIIIIS <br />5p 1OFESSIp�gC <br />N RAI O <br />c n rr <br />N 3 <br />it xp.03-31-05 <br />�T <br />CIVIL <br />HORIZONTAL GRAPHIC SCALE <br />40 20 0 20 40 <br />MARIPOSA ROAD GRADE SEPARATION <br />AND REALIGNMENT <br />MARIPOSA <br />ROAD -- <br />PLAN <br />& <br />PROFILE <br />STA MR <br />8+75 TO <br />STA <br />MR <br />18+75 <br />VERTICAL GRAPHIC SCALE <br />8 4 0 4 8 <br />CONTRACT NO. <br />DRAWINGNO. <br />MR -02A <br />REVISION SHEET NO. <br />15 OF 51 <br />SCALE <br />AS SHOWN <br />