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V—DITCH <br />--------- ------ ;; <br />EXISTING <br />GROUND <br />VARIES <br />4' <br />8' <br />SHOULDER <br />7% <br />� MR --LINE <br />VARIES 24' — 42' VARIES 23' — 29' <br />VARIES 0' — 12' <br />RIGHT—TURN LANE <br />12' <br />LANE <br />I <br />VARIES 0' — 12' <br />MEDIAN <br />i <br />12' <br />LANE <br />PROFILE GRADE & <br />PIVOT POINT <br />8' <br />SHOULDER <br />7% <br />_ 3' <br />MIN <br />I � Y <br />� 12" HDPE, SEE SHEETS 2 <br />MR -02 AND MR -03 ' 3 <br />------------ <br />EXISTING <br />GROUND STA MR 16+00 TCS STA MR 24+38 <br />VARIES <br />V— DI TCH <br />EXISTING <br />GROUND <br />3' <br />8' <br />SHOULDER <br />VARIES <br />VARIES 23' — 41' <br />VARIES 0' — 12' <br />ACCELERATION LANE <br />12' <br />LANE <br />SCALE: NO SCALE <br />q MR—LINE <br />VARIES 0' 12' <br />LEFT ----TURN LANE <br />VARIES 23' — 29' <br />12'_ 8' <br />— <br />LANE 1r SHOULDER <br />II <br />i <br />PROFILE RA <br />O LE G DE 8c <br />PIVOT POINT <br />VARIES <br />�l <br />— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — t — — — — -- — — — — — — — — — — — — — — — — <br />7 <br />STA MR 9+18 TO STA MR 16+00 <br />SCALE: NO SCALE <br />8' <br />V—DITCH <br />VARIES <br />3' 8' <br />SHOULDER <br />i VARIES <br />2� 7 <br />6 <br />23 <br />12' <br />MR—LINE <br />_- <br />LANE I LANE <br />i <br />23' <br />PROFILE GRADE <br />PIVOT POINT <br />y 8, <br />SHOULDER <br />& <br />3' <br />3' VARIES 8' <br />V—DITCH <br />VARIES <br />2.7 <br />STA MR 2+50 TO STA MR 9+18 3 <br />SCALE: NO SCALE 2 <br />INFORMATION CONFIDENTIAL: DESIGNED BY <br />All pians, drawings,in A. WHALEN Burlington Northern Santa Fe <br />cations, and or information PRAWN BY <br />furnished herewith shall <br />remain the property of the A. WHALEN Railway Company <br />Burlington Northern Santo CHECKED BY <br />Fe Railway Company and 4D <br />shall be held confidential; A. SILVER <br />and shall not be used for APPROVED BY �re�lerK R. Harris Inc.any purpose not provided � <br />for in agreements with the A. BOONE <br />6 <br />Bur€ingt4n Northern Santa DATE 01 University Avenue, Suite 274� Sacramento, G�iifOrnip ����� <br />Fe Railway Company <br />REV. DATE DESCRIPTION gv 5u� AF'P- SEPiEME3ER 13, 2�fl1 hiRRR1S <br />��� pRaFEss,oNq� <br />ALAN CRAIG 800NE <br />� nZ <br />No, 37913 <br />Exp, 03-31- OS <br />`sem CIVIL �Q <br />GA�1F139- <br />VARIES <br />7 <br />VARI ES <br />2 7 <br />8' <br />V—DITCH <br />- ------------ <br />,L 1 <br />1 RECORD DRAWING <br />Corrections By <br />No Changes By <br />Date <br />Any Person ngD g Should Varity <br />All information B ape g The Site Cif Work <br />MARIPOSAROAD GRADE SEPARATION <br />AND REALIGNMENT <br />TYPICAL ROADWAY SECTIONS <br />CONTRACT NO. <br />DRAWING NO. <br />TS --01 <br />REVISION SHEET NO - <br />OF 51 <br />SCALE <br />AS SHOWN <br />LEGEND. <br />0 <br />6" ASPHALT CONCRETE PAVEMENT <br />0 <br />20" AGGREGATE BASE (CLASS 2) <br />0 <br />IMPORTED BORROW <br />0 <br />ASPHALT DIKE, WHERE SHOWN ON PLANS, <br />SEE DETAILS ON DRAWING NO. D-02. <br />0 <br />METAL BEAM GUARD RAIL, WHERE SHOWN <br />ON PLANS. <br />0 <br />REMOVE EXISTING PAVEMENT. <br />FOR LOCATION SEE DEMOLITION DRAWINGS. <br />07 <br />PLACE 2X8 REDWOOD HEADER BOARD <br />WITH 2X4X18" REDWOOD STAKES 4' O.C. <br />1 RECORD DRAWING <br />Corrections By <br />No Changes By <br />Date <br />Any Person ngD g Should Varity <br />All information B ape g The Site Cif Work <br />MARIPOSAROAD GRADE SEPARATION <br />AND REALIGNMENT <br />TYPICAL ROADWAY SECTIONS <br />CONTRACT NO. <br />DRAWING NO. <br />TS --01 <br />REVISION SHEET NO - <br />OF 51 <br />SCALE <br />AS SHOWN <br />