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1 <br />1 <br />, <br />1 <br />V -DITCH .F <br />, <br />1 <br />_1. <br />FOR MARIPOSA ROAD PLAN AND' "PROFILE <br />SEE DING MR -01 THRU MR -05 <br />r <br />N 2155598.23 - <br />r- r' '7 er` 7 A-7 M n 4 <br />J I H Hr[ I VV't'VV = <br />STA MR 15+12.60 <br />CURVE DATA <br />N0. <br />PC/PRC <br />PT <br />R(ft.) <br />p <br />T(ft-) <br />L(ft-) <br />1� <br />AR 100+80.33 <br />AR 102+99.72 <br />239.37 <br />52.51' <br />118.08 <br />219.39 <br />2� <br />AR 102+99.72 <br />AR 105+53.75 <br />955.34 <br />15.24' <br />127.77 <br />254.03 <br />0 <br />a <br />o <br />Q� <br />VC <br />! <br />V <br />I <br />68 <br />+ <br />I <br />64 <br />-t <br />o <br />60 <br />0 <br />+ <br />tC? <br />II � <br />0o <br />o <br />LLJ <br />> <br />I <br />PVI STA <br />�i <br />56 <br />- - <br />CD <br />'d <br />= 5.1.14 <br />52 <br />� <br />> <br />A.D. <br />- --2.26 <br />AD. = <br />J, <br />65.00' <br />VC <br />! <br />V <br />I <br />I <br />+ <br />I <br />E <br />HIGH POINT <br />ELEV = 50.86 <br />; <br />o <br />�t <br />L <br />tC? <br />II � <br />0o <br />o <br />LLJ <br />> <br />I <br />PVI STA <br />= 107. 06.61 ...... j <br />W <br />- - <br />CD <br />'d <br />= 5.1.14 <br />Li <br />A.D. <br />- --2.26 <br />AD. = <br />U. <br />F klllH ��, j�� <br />University Avenue, Suite 274 <br />Sacramento, <br />Sacramento, California 95$25 <br />F1P� <br />> <br />> <br />M <br />M <br />K = <br />L' <br />M <br />.. <br />REV. <br />W <br />DESCRIPTION <br />sue. <br />APP. <br />100.00' VC <br />Ln <br />U-) OC <br />+ 00 <br />N <br />r U <br />U W <br />w <br />48 0 <br />386% r <br />44--- � --� <br />LOW POINT-ELEV == 44.67 HIGH P�IIT ELEV = 48.87 <br />THIGH POINT. STA = 102+48.54 <br />40; LOW POINT STA = 100+81.89 ; <br />PVI STA = 100+72.50 PVI STA = 102+05.71 <br />36 I PVI iELEV = 434,86 l PVI ELEV = 49.01 <br />A.D. = 10.86 i. A.D. _ -4.1632: <br />I K 24.05 <br />i K = 5.98 <br />I� N4_ lI]� LC) �00 InN Lf.� �n <br />00 o6 <br />-Rd- 4- -4- / <br />-0.30 <br />SCALE: 1"=40' <br />MR <br />18 9,19 <br />150.00' VC rn <br />N <br />PROFILE GRADE <br />Ln <br />EXISTING GROUND o <br />100+00 101+00 102+00 103+00 104+00 <br />PROFILE -- AR -LINE <br />HORIZ SCALE: 1"=40' <br />VERT SCALE: I"=8' <br />100.00' VC ' <br />r- <br />cp <br />- PLAN <br />V <br />I <br />I <br />+ <br />I <br />E <br />HIGH POINT <br />ELEV = 50.86 <br />; <br />o <br />0-)[D <br />i <br />E - <br />tC? <br />w <br />C/) <br />LLJ <br />> <br />I <br />PVI STA <br />= 107. 06.61 ...... j <br />W <br />m <br />100+00 101+00 102+00 103+00 104+00 <br />PROFILE -- AR -LINE <br />HORIZ SCALE: 1"=40' <br />VERT SCALE: I"=8' <br />ROAD <br />- PLAN <br />V <br />I <br />I <br />I <br />LOW POINT ELEV = 48.40 <br />I <br />E <br />HIGH POINT <br />ELEV = 50.86 <br />; <br />LOW POINT: STA <br />= 10�+22.55 <br />i <br />E - <br />HIGH PORN T STA <br />= .107+10.89 1 <br />PVI STA = <br />104+6$.29 <br />I <br />PVI STA <br />= 107. 06.61 ...... j <br />PVI ELEV <br />- 48.23 <br />PVI ELEV <br />= 5.1.14 <br />CHECKED BY <br />A. SILVER <br />A.D. <br />- --2.26 <br />AD. = <br />1.52 <br />F klllH ��, j�� <br />University Avenue, Suite 274 <br />Sacramento, <br />Sacramento, California 95$25 <br />F1P� <br />5/13/02 <br />5/3/02 <br />K = 98.52 <br />EC <br />EC <br />K = <br />44.32 <br />1 <br />DATE <br />SEPTEMBER 13, 2001 <br />REV. <br />DATE <br />DESCRIPTION <br />sue. <br />APP. <br />0)N <br />c�Q <br />- ��00 <br />1� <br />�� <br />�� <br />. <br />oo <br />o <br />mo <br />100+00 101+00 102+00 103+00 104+00 <br />PROFILE -- AR -LINE <br />HORIZ SCALE: 1"=40' <br />VERT SCALE: I"=8' <br />105+00 <br />Awa pROFE551�,ygC <br />L C IG <br />U 37913 rr <br /># Exp. 03--31-05 <br />s� CIVIL tiQ <br />ATF OF CAL\1F) � <br />106+00 <br />107+00 <br />NOTES: <br />1. SEE DWG SP -01 FOR LOCATION OF PULL BOX. <br />2. PROVIDE 2 1/2 PP SCHEDULE 80 PVC <br />CONDUIT W/#8 INSULATED BLACK WIRE <br />AND PULL ROPE. PROVIDE #6 PULL BOX <br />687) <br />AT 500' MAXIMUM SPACING (SEE DWG SP -03). <br />64 <br />56 1 <br />52 � <br />48 <br />44 <br />40 <br />36 <br />32 <br />L/RECUhl' <br />P40 GhA_n0f`,q <br />?ate 71,� <br />Any fir( l<t J l i $t 5. �+ sf",Ouid var,�The Si, <br />HORIZONTAL GRAPHIC SCALE <br />40 20 0 20 40 <br />MARIPOSA ROAD GRADE SEPARATION <br />AND REALIGNMENT <br />AUSTIN <br />ROAD <br />- PLAN <br />& PROFILE <br />STA AR <br />INFORMATION CONFIDENTIAL; <br />DESIGNED BY <br />A. WHALEN <br />Burlington Northern Santa Fe <br />Railway Company <br />All plans, drawings,in <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 used for <br />any purpose nott provided <br />Burlingtfor in on NorthernwSanta ith e <br />Fe Railway Company. <br />DRAWN BYBurlington <br />H. PHAN <br />CHECKED BY <br />A. SILVER <br />F klllH ��, j�� <br />University Avenue, Suite 274 <br />Sacramento, <br />Sacramento, California 95$25 <br />F1P� <br />5/13/02 <br />5/3/02 <br />REVISED PROFILE 105+00 TO 107+00 <br />REVISED PROFILE AT MARIPOSA RD. <br />EC <br />EC <br />ACB <br />ACB <br />APPROVED BY <br />A. BOONE <br />1 <br />DATE <br />SEPTEMBER 13, 2001 <br />REV. <br />DATE <br />DESCRIPTION <br />sue. <br />APP. <br />105+00 <br />Awa pROFE551�,ygC <br />L C IG <br />U 37913 rr <br /># Exp. 03--31-05 <br />s� CIVIL tiQ <br />ATF OF CAL\1F) � <br />106+00 <br />107+00 <br />NOTES: <br />1. SEE DWG SP -01 FOR LOCATION OF PULL BOX. <br />2. PROVIDE 2 1/2 PP SCHEDULE 80 PVC <br />CONDUIT W/#8 INSULATED BLACK WIRE <br />AND PULL ROPE. PROVIDE #6 PULL BOX <br />687) <br />AT 500' MAXIMUM SPACING (SEE DWG SP -03). <br />64 <br />56 1 <br />52 � <br />48 <br />44 <br />40 <br />36 <br />32 <br />L/RECUhl' <br />P40 GhA_n0f`,q <br />?ate 71,� <br />Any fir( l<t J l i $t 5. �+ sf",Ouid var,�The Si, <br />HORIZONTAL GRAPHIC SCALE <br />40 20 0 20 40 <br />MARIPOSA ROAD GRADE SEPARATION <br />AND REALIGNMENT <br />AUSTIN <br />ROAD <br />- PLAN <br />& PROFILE <br />STA AR <br />100+00 <br />TO STA <br />AR 107+00 <br />VERTICAL GRAPHIC SCALE <br />8 4 0 4 8 <br />CONTRACT NO. <br />DRAWING NO. <br />AR --01 A <br />REVISION SHEET NO. <br />19 OF 51 <br />SCALE <br />FTIVI <br />TIT <br />