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68 <br />64 <br />60 <br />56 <br />52 <br />48 <br />44 <br />40 <br />36 <br />32 <br />0C <br />Lrr. <br />r x t <br />f �r'f lF �� � ^�'rls k �• {� �r. <br />PROPOSED 8NSF ACCESS ROAD <br />(BY OTHERS) <br />! �•:„f� ii�f�if�� ���1 �:q <br />k <br />25' WIDE GATE <br />�A- - 6' HIGH CHAIN LINK FENCE <br /># {� / J f•.. " ....µme w -_~ <br />X. <br />Qv <br />!jl rf�! `i f. f rf F •+, S 4 _k` F f 4 _ j .k-` _ <br />j71. <br />.4..,t.. <br />} k <br />PVC CONDUIT, SEE <br />r} DWG AR--01 <br />Mq T�H��N f ` <br />1 <br />U <br />Lij <br />0 <br />t <br />� <br />0 <br />W <br />0 <br />0 + <br />Q C� N <br />0 Z r <br />Q� <br />Q <br />�o< <br />z �-- <br />W (f} <br />t <br />0 0` 07' 107T <br />C14 <br />t <br />A <br />11 \ N 2155119.13 <br />E 6364333.92 <br />l <br />#6 PULL BOX, SEE <br />NOTE 1. <br />l <br />I <br />I <br />FOR MARIPOSA ROAD PLAN AND PROFILE <br />SEE DWG MR-01 THRU MR-05 <br />I II I II I I <br />PLAN — STA AR 1 D7+DD TO STA AR 112+00 <br />SCALE: 1"=40' <br />------ _ .... - _- _ ____ ----------------------- -------- -------------------------------------------- ----------------------------------------------------.......... - ..--------------------------- - 68 <br />- -_4 - __.._.._._.__.---------------------------------------- -------------------------------------------------------------------.--------------------- ----------------- <br />- - - ----- k - 6 4 <br />F z �a <br />I <br />fO�1L G DE 60 <br />--------------------- -: - _... "" " ___............._-..�...._. -- --- - -- ---------------------------- <br />' R <br />-----------------------------------------------------------------------------........................................ ....--------------------------------------------------------- ----------------------- - 56 <br />- a r - -- - 52 <br />------------ <br />-0.13% <br />-------................... ' .._ -- 48 <br />---------- --------- _. ------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------- - __..�._............ -...... <br />-------- <br />......... - - — - 4-------------------------------------------------------------------------------------------------------------------- - - - <br />- --- -- - <br />� I [ <br />40 <br />_..........._._ ............................... _ - _--- - - - -" <br />M- 36 <br />32 <br />co �CD �M �00 �� �� n� �L �L �� <br />� �00 -4- �� �� �� ter: r•r- '+� �r- l•� <br />107+ 00 <br />108+00 <br />o co <br />0 cc <br />0 0 <br />0 0 <br />RT <br />SUPERELVATION CONTROLLED BY GRADE <br />BREAK LINE AND AR LINE. SEE PAVING <br />DETAIL PLAN D-02 AND AUSTIN RD PLAN <br />& PROFILE AR--01 <br />PC 100+ 80.33 L <br />109+00 110+00 111+00 112+00 RECORD DRAW <br />PRCFILE - AR --LINE Corrections By <br />ftio Changes By <br />HORIZ SCALE: 1 "=40' .,.� <br />Date <br />VERT SCALE: 1 "=8' Any Person Us" T r: hould Wrify <br />All information B i ett, ' � ? . <br />y S�tf= � Ulork. <br />INFORMATION CONFIDENTIAL DESIGNE❑ BY <br />CURVE DATA <br />N0. <br />PC <br />PT <br />R(ft.) <br />p <br />T(ft.) <br />L(ft.) <br />3� <br />AR 107+10.62 <br />AR 110+38.61 <br />250.00 <br />75.17° <br />192.42 <br />327.99 <br />NOTE: <br />1. FOR PULL BOX DETAILS, SEE DWG NO, SP-03. <br />Ln <br />0 <br />' <br />z <br />z <br />0 <br />z <br />a <br />I= <br />a <br />0 <br />V-} <br />. <br />05 <br />z <br />z <br />+ <br />� <br />+ <br />z <br />~ <br />o <br />z <br />o <br />Q <br />z <br />I— <br />w <br />I- <br />z <br />LLJ <br />V] <br />m <br />Va <br />LL_! <br />- 2% LT <br />& RT <br />PRC 102+99.72 <br />CD <br />130 <br />03 <br />+ <br />a <br />w <br />z <br />a_ <br />o <br />LLJ <br />z <br />a- <br />o <br />_ <br />ui <br />D <br />z <br />Cn <br />� <br />Q <br />z <br />-i <br />� <br />Q <br />D <br />cl� <br />LL- <br />~ <br />z <br />z <br />C3 <br />CD <br />a <br />o <br />w <br />w <br />z <br />z <br />m <br />M <br />LLJ <br />w <br />PT 105+53.75 1 PC 107+10.62 <br />SUPERELEVATIDN DIAGRAM — AR —LINE <br />NO SCALE <br />All plans, drawings, specion A. WHALEN Burlington Northern Santa Fe � p�OFEss' <br />cations, and or, information <br />furnished herewith shall DRAWN BY ■ <br />remain the property of the H. PHAN [� <br />p p y Railway Company �' ALAN CRAIG BOONf <br />Burlington Northern Santa CHECKED BY c� ran <br />Fe Railway Company and <br />shall be held confident -Pal; A. SILVER N� �7913 <br />and shall net be used for APPROVED BY Frederic Harris Inc. <br />any purpose not provided BOO <br />� � � Exp. fl3-��- <br />for in agreements with the A. BOONE 601 University Avenue, Suite 274 ��9 CIVIL <br />B"lingFe tway Companyon Northern . <br />DATE Sacramento, California 95825 rF �� �A���oe <br />REV. DATE DESCRIPTION BY Sus- APF. SEPTEMBER 13, 2001 MARM <br />PT 110+ 38.61 <br />HORIZONTAL GRAPHIC SCALE <br />40 20 0 20 40 <br />MARIPOSA ROAD GRADE SEPARATION <br />AND REALIGNMENT <br />AUSTIN ROAD --- PLAN & PROFILE <br />STA AR 107+00 TO STA AR 11 2+00 <br />VERTICAL GRAPHIC SCALE <br />8 4 0 4 8 <br />CONTRACT NO - <br />DRAWING NO. <br />AR-02 <br />REVISION SHEET NO- <br />20 OF 51 <br />SCALE <br />AS SHOWN <br />