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rj <br />� � r,•i.�l; i f �. r k <br />f. rr rl rrrriff J '� <br />C3\\\� fl{•, a•4 '•4 S 3 s <br />f � ; <br />;,r/,j�, �-• JAI �!;' �� ' 71••i 4 <br />!rf.'i '•E 1I <br />is i• rr, {� 1411 'i 4,� fi <br />�-��' r, ,rf/f �,`...1 ��: �� F. •1's It <br />fr r'`f• �r i�Ei is <br />7f <br />_5 r <br />rrr r <br />�ay <br />NE <br />A <br />PROPOSED .-BNSF ACCESS ROAD <br />(BY OTHERS) <br />25' WIDE GATE <br />'- 6' HIGH CHAIN LINK FENCE <br />i 'll't <br />} <br />• <br />,II,4• <br />f x.. �x <br />�� ....�� -- ... __ {... y _ � `�` • of {'j; <br />r . �X,�cxti' <br />u <br />PVC CONDUIT, SEE <br />DWG AR -01 <br />N 2155119.13 <br />E 6364333.92 <br />#6 PULL Box, SEE <br />NOTE 1. <br />CURVE DATA <br />N0. <br />PC <br />PT <br />R(ft.) <br />D <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 />---FOR MARIPOSA ROAD PLAN AND PROFILE <br />SEE DWG MR ---01 THRU MR -05 <br />Y <br />PLAN STA AR 107+00 TO STA AR 112+00 <br />SCALE: 1"=40' <br />1\ 15/15/021 REVISED PROFILE <br />REV. I DATE DESCRIPTION <br />FJKUh ILL — AH—LINL <br />HORIZ SCALE: 1"=40' <br />r ' <br />1.00.00' VC <br />, <br />INFORMATION CONFIDENTIAL: <br />DESIGNED <br />BY <br />68 <br />�0 <br />A. <br />WHALEN <br />200.00 VC <br />cations, and or information <br />DRAWN BY <br />64 <br />coo <br />S In <br />remain the property of the <br />H. <br />PHAN <br />Z ao <br />64 <br />1 <br />+ <br />I• <br />0 <br />r- <br />+ <br />Fe Railway Company and <br />o <br />N <br />+ <br />N to <br />A. <br />60 <br />o <br />PROFILE- GRADE. <br />BY <br />w.-- <br />60 <br />56 - <br />w <br />U) U <br />7m. <br />for in agreements with the <br />A. <br />BOONE <br />EC <br />ACB <br />56 <br />€ <br />�. <br />> <br />w <br />BY <br />5t,$ <br />� <br />M <br />Fe Railway Company. <br />SEPTEMBER 13, 2001 <br />> <br />¢ Qw <br />52 <br />L, <br />'-'-' <br />M V)w <br />52 <br />--1.037 <br />48 i <br />—0-30% <br />48 <br />1 <br />PVI <br />STA 110+00 <br />44T <br />E <br />HIGH <br />POINT ELEV = 50.861 <br />PVI <br />ELEV — 48.12 <br />44 <br />40 <br />HIGH POINT STA = 107+10.89 <br />I <br />,. <br />A.D. 0.73 <br />PVI <br />STA = 107+05.61 <br />S. <br />K = 272.61 <br />40 <br />EXISTING <br />GRoOND <br />PVI <br />ELEV -51.1436 <br />36 <br />I <br />I <br />A.D. _ -2.26 <br />.. _ <br />32 <br />;. <br />, l <br />K _ 44.32. <br />32 <br />oo'n <br />00 <br />00M <br />�DN00 <br />-4-cro^ <br />roLn <br />LO <br />00 co <br />CDU <br />nr <br />Q0 <br />err^ <br />u,CD <br />o 0 <br />Ln <br />r, <br />o <br />In <br />LO <br />U-) <br />a <br />1 <br />o� <br />Li ? <br />r� <br />r, <br />00 <br />r- <br />oa <br />oa <br />r: <br />r- <br />r: <br />f� <br />r: <br />107+00 <br />108+00 <br />109+00- <br />110+00 <br />111+00 <br />112+00 <br />1\ 15/15/021 REVISED PROFILE <br />REV. I DATE DESCRIPTION <br />FJKUh ILL — AH—LINL <br />HORIZ SCALE: 1"=40' <br />VERT SCALE: 1"=8' <br />INFORMATION CONFIDENTIAL: <br />DESIGNED <br />BY <br />All plans, drawings, specifi— <br />A. <br />WHALEN <br />cations, and or information <br />DRAWN BY <br />furnished herewith shall <br />remain the property of the <br />H. <br />PHAN <br />Burlington Northern Santa <br />CHECKED <br />BY <br />Fe Railway Company and <br />shall be held confidential; <br />A. <br />SILVER <br />and shall not be used for <br />APPROVED <br />BY <br />any purpose not provided <br />for in agreements with the <br />A. <br />BOONE <br />EC <br />ACB <br />Burlington Northern Santa <br />DATE <br />BY <br />5t,$ <br />A, <br />PP <br />Fe Railway Company. <br />SEPTEMBER 13, 2001 <br />Q <br />0 <br />0 <br />0 <br />00a <br />RT <br />LT <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 <br />mE <br />C­�.",_:',` H"" <br />:.. <br />3orrectfon.; By <br />Piv <br />Army Perso. r U "bra Should <br />A ;r! ^rlr ,i'f '.t SBC tI a Sfte 0f },'Vf <br />Burlington Northern Santa Fe <br />Railway Company <br />Frederic R. I-MCWvk, Inc. <br />609 Un versity Avenue, Suite 274 <br />Sacramento, California 95825 <br />0 <br />00 <br />z <br />Q N <br />Of o <br />o Q <br />w M <br />—2% LT <br />& RT <br />PRC 102+99.72 <br />NOTE: <br />1. FOR PULL BOX DETAILS, SEE DWG No. SP -03. <br />r= <br />0 <br />z a- <br />a � <br />U3 <br />Cn __j <br />z <br />Of <br />l__ z <br />o � <br />w m <br />PT 105+53.75 1 PC 107+10.62 <br />SUPERELEVATION DIAGRAM AR --LINE <br />NO SCALE - <br />pRaFE551p,1,gC <br />CA rM <br />W 37913 M <br />k Exp. 03--31-05 <br />s� C€ViL �Q <br />OF CALIF°� <br />00 <br />M <br />0 <br />J <br />0 <br />I= <br />z <br />z <br />w <br />M <br />Q:_1 <br />J <br />J <br />LU <br />_ft�. ft -ft- T mftft�"­Mo <br />�Ift-ft. <br />PT 110+38.61 <br />HORIZONTAL GRAPHIC SCALE <br />40 20 Q 20 40 <br />MARIPOSA ROAD GRADE SEPARATION <br />AND REALIGNMENT <br />AUSTIN ROAD - PLAN & PROFILE <br />STA AR 107+00 TO STA AR 112+00 <br />QD <br />00 <br />N <br />J <br />0 <br />z <br />CL' <br />0 <br />w <br />VERTICAL GRAPHIC SCALE <br />8 4 0 4 8 <br />CONTRACT NO. <br />DRAWING NO. <br />AR -02 A <br />REVISION SHEET NO, <br />20 OF 51 <br />SCALE <br />AS SHOWN <br />