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ELEV <br />REV, I DATE <br />95 <br />92 <br />88 <br />84 <br />80 <br />76 <br />72 <br />68 <br />64 <br />60 <br />56 <br />52 <br />48 <br />44 <br />BEGIN TAPER <br />STA MR 39+92 <br />END TAPER <br />BEGIN ASPHALT DIKE. <br />STA MR 40+02 <br />15+oo <br />MARIR0S <br />HOPE <br />V -DITCH <br />FL ELEV 46.0' <br />STA MR 42+50 <br />38.12' RT, 38.11' LT <br />PIPE DISCHARGE <br />I -E. 46.12 <br />SIDE INLET CATCH BASIN <br />STA MR 43+00 (19.25' LT) <br />G.E. 51.81' <br />I.E. 48.81 12" OUT (N) <br />BEGIN TAPER <br />END ASPHALT DIKE 15" CULVERT (30') <br />STA MR 43+00 <br />END TAPER BEGIN TAPER <br />STA _MR 43+10 STA MR 45+00 <br />V ---DITCH <br />4- <br />18" STORM DRAIN <br />SIDE INLET CATCH BASIN <br />STA MR 43+00 (19.25' RT) <br />G. E. 51.81' <br />1. E. 48.81 12" IN (W) <br />I.E. 48.16 12" OUT (S) <br />3 2 E: <br />........... ... .. <br />_._.•••_......._____---- - <br />N <br />r, <br />.+ 0 <br />ry• <br />.._.-._.. ...._ - -- <br />END TAPER _BEGIN TAPER <br />STA MR 43+10 STA MR 45+00 <br />BEGIN TAPER ELEV 46.5' <br />END ASPHALT DIKE STA MR 45+00 <br />STA MR 43+00 31.33' RT, 29.85' LT <br />PIPE DISCHARGE <br />LE. 46.12 <br />PLAN -•- STA MR 39+75 TO STA MR 46+00 <br />SCALE- 1 "=40' <br />END TAPER <br />STA MR 46+00 I <br />16.4' RT <br />MATCH EXISTING <br />DITCH LINE <br />N 2155548.97 <br />E 6366315.45 <br />STA MA 10+00 = <br />STA MR 45+32.5 <br />J <br />--N <br />E 6366482.9.5 <br />STA MR 47+00. <br />�?E <br />g E [[[ F J <br />frE <br />............................................. ....... ------- •-------------------------- __. _ - ----------------------------------------------- ---------------------------------------------------------------------- -- ------------------------------------------- ------------------------------------------------------------------------------ <br />t L <br />OW POINT LEV = 50-25 1 <br />88 <br />LOW POINT STA = 45+ 2 .41 <br />- -------------------------------------------------------------------------------------------- -- _ _ - - - _ -------------- --------------------------- ------ --- - -- - - W - _ .... - - --- - _ ---------- -------- -- --------- ------------------ - -- - ----- - <br />PVI STA <br />I 84 <br />- - -- - - - --4-9-.-8-5---- --------- <br />I -----3-.2+— <br />80 <br />I <br />E <br />•------ -- - - - - •-- _._..... _._...... - - -- <br />0 <br />I r 1 I 76 <br />-......................... -----------------------------.... - -- --------- --- <br />-- <br />w72 <br />_ co — <br />Ln <br />s� <br />� oa Q w--- -- -- -- <br />In <br />PROFILEGRADE �n DO - 68 <br />r <br />................ ....................-.._...-...-....-................-....-.-...-.......--............E...........................- -----.-----------------------------------.--. <br />........---- ------- --------------------------------------------------------'--------------------------------------------' ------------------------------' <br />0.-- <br />&i v I Ln Z - 64 <br />-- ---------- - _ ------------------------------------------------------------------------------------------------------------------- c--._......... <br />_ <br />.... -..... -....... .-........................._.....____--____--------_..............--------------- ----->--------------------------------------------------------- ... _- - - + <br />- m U0 W V) W .. ----- i <br />®j - 60 <br />l�„ { <br />- - - _...._... _----------- <br />I <br />NLP �-.98. s _ _ 56 <br />6 <br />w <br />- _._..._......_....... - .- - - - - _ _- - -------------------------------•.. ..........._-. - - <br />0.21 ----- ----- 52 <br />--------- - - --= - -------- ------ ------ - -- <br />� ------------_=_ _-----_ __ �.__ ------ ---- <br />IJ <br />I rr -------------- <br />44 <br />ty <br />- ---------------------------------- - - - _....-_--------.-......---•......-------------------------------------------------------------------------------------------------------------------------------................................... ................ <br />----------------- --------- ----------------- <br />00 <br />r•r- r• In d- N o 0 oa r__ <br />.� .rn .�- .Ln Ln <br />a� In � � ...� .o� .� -cel .R, .r"") <br />00 00 rn M 0 0 � rn- 0 o o 0 o 0 <br />o DO n n N Ln o o a o 0 Ln <br />�- LO In �n In �n n ,n ,n L ,n `n In <r -a Ln In �n <br />40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 <br />PROFILE — MR --LINE <br />HORIZ SCALE: 1"=40' <br />VERT SCALE: 1"=8' <br />INFORMATION CONFIDENTIAL. DESIGNED BY <br />Ali fans, drawings. s ecifi- A. WHALEN p[tgFE55r�� <br />cations, and or information DRAWN BY Burlington Northern Santa Fe q <br />furnished herewith shall r �{v �� F� <br />Burlington Northern Santa <br />remain the property of the H. PHAN Railway Company �' ALAN CRAIG BOONE z <br />CHECKED BY r,-, <br />Fe Railway Company and 4D r1l <br />shall be held confidential, A. SILVER Na- 37913 <br />and shall not be used for APPROVED BY�r��.k Harris Inc.EXP. 63-31- DS <br />any purpose not provided R. � <br />for in agreements with the A. BOONE 601 University Avenue, Suite 274 `rT9 CIVIL <br />Burlington Northern Santa DATE T <br />DESCRIPTION Fe Railway Company. Sacramento, California 95825 £ OF CALF <br />ev �uB- APP, SEPTEMBER 13, 2001 HAMS <br />N 86`52'03" W <br />636.23 <br />R - 15' <br />L = 22.65' <br />— PLAN <br />.. ... f" -..L i•i3 F_ <br />CD <br />STA MR 39+75 <br />TO STA <br />MR <br />Q o <br />C� <br />+ <br />, <br />�' <br />D <br />oN <br />45+00 0 <br />0 <br />Qz <br />> <br />MATCH EXISTING <br />0 <br />V) <br />aQ [ifDITCH <br />LINE <br />d <br />p_ <br />END TAPER <br />Q <br />STA MR 46+002. <br />w <br />� w o <br />14.9, LT <br />N <br />r, <br />.+ 0 <br />ry• <br />.._.-._.. ...._ - -- <br />END TAPER _BEGIN TAPER <br />STA MR 43+10 STA MR 45+00 <br />BEGIN TAPER ELEV 46.5' <br />END ASPHALT DIKE STA MR 45+00 <br />STA MR 43+00 31.33' RT, 29.85' LT <br />PIPE DISCHARGE <br />LE. 46.12 <br />PLAN -•- STA MR 39+75 TO STA MR 46+00 <br />SCALE- 1 "=40' <br />END TAPER <br />STA MR 46+00 I <br />16.4' RT <br />MATCH EXISTING <br />DITCH LINE <br />N 2155548.97 <br />E 6366315.45 <br />STA MA 10+00 = <br />STA MR 45+32.5 <br />J <br />--N <br />E 6366482.9.5 <br />STA MR 47+00. <br />�?E <br />g E [[[ F J <br />frE <br />............................................. ....... ------- •-------------------------- __. _ - ----------------------------------------------- ---------------------------------------------------------------------- -- ------------------------------------------- ------------------------------------------------------------------------------ <br />t L <br />OW POINT LEV = 50-25 1 <br />88 <br />LOW POINT STA = 45+ 2 .41 <br />- -------------------------------------------------------------------------------------------- -- _ _ - - - _ -------------- --------------------------- ------ --- - -- - - W - _ .... - - --- - _ ---------- -------- -- --------- ------------------ - -- - ----- - <br />PVI STA <br />I 84 <br />- - -- - - - --4-9-.-8-5---- --------- <br />I -----3-.2+— <br />80 <br />I <br />E <br />•------ -- - - - - •-- _._..... _._...... - - -- <br />0 <br />I r 1 I 76 <br />-......................... -----------------------------.... - -- --------- --- <br />-- <br />w72 <br />_ co — <br />Ln <br />s� <br />� oa Q w--- -- -- -- <br />In <br />PROFILEGRADE �n DO - 68 <br />r <br />................ ....................-.._...-...-....-................-....-.-...-.......--............E...........................- -----.-----------------------------------.--. <br />........---- ------- --------------------------------------------------------'--------------------------------------------' ------------------------------' <br />0.-- <br />&i v I Ln Z - 64 <br />-- ---------- - _ ------------------------------------------------------------------------------------------------------------------- c--._......... <br />_ <br />.... -..... -....... .-........................._.....____--____--------_..............--------------- ----->--------------------------------------------------------- ... _- - - + <br />- m U0 W V) W .. ----- i <br />®j - 60 <br />l�„ { <br />- - - _...._... _----------- <br />I <br />NLP �-.98. s _ _ 56 <br />6 <br />w <br />- _._..._......_....... - .- - - - - _ _- - -------------------------------•.. ..........._-. - - <br />0.21 ----- ----- 52 <br />--------- - - --= - -------- ------ ------ - -- <br />� ------------_=_ _-----_ __ �.__ ------ ---- <br />IJ <br />I rr -------------- <br />44 <br />ty <br />- ---------------------------------- - - - _....-_--------.-......---•......-------------------------------------------------------------------------------------------------------------------------------................................... ................ <br />----------------- --------- ----------------- <br />00 <br />r•r- r• In d- N o 0 oa r__ <br />.� .rn .�- .Ln Ln <br />a� In � � ...� .o� .� -cel .R, .r"") <br />00 00 rn M 0 0 � rn- 0 o o 0 o 0 <br />o DO n n N Ln o o a o 0 Ln <br />�- LO In �n In �n n ,n ,n L ,n `n In <r -a Ln In �n <br />40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 <br />PROFILE — MR --LINE <br />HORIZ SCALE: 1"=40' <br />VERT SCALE: 1"=8' <br />INFORMATION CONFIDENTIAL. DESIGNED BY <br />Ali fans, drawings. s ecifi- A. WHALEN p[tgFE55r�� <br />cations, and or information DRAWN BY Burlington Northern Santa Fe q <br />furnished herewith shall r �{v �� F� <br />Burlington Northern Santa <br />remain the property of the H. PHAN Railway Company �' ALAN CRAIG BOONE z <br />CHECKED BY r,-, <br />Fe Railway Company and 4D r1l <br />shall be held confidential, A. SILVER Na- 37913 <br />and shall not be used for APPROVED BY�r��.k Harris Inc.EXP. 63-31- DS <br />any purpose not provided R. � <br />for in agreements with the A. BOONE 601 University Avenue, Suite 274 `rT9 CIVIL <br />Burlington Northern Santa DATE T <br />DESCRIPTION Fe Railway Company. Sacramento, California 95825 £ OF CALF <br />ev �uB- APP, SEPTEMBER 13, 2001 HAMS <br />N 86`52'03" W <br />636.23 <br />R - 15' <br />L = 22.65' <br />STA MA 10+00 <br />STA MR 45+32-50 <br />SERVICE ROAD INTERSECTION DETAIL <br />RECORD DRAWIN <br />Corrections By <br />No Changes By <br />Date <br />Any Person �0'Dr i Should Ver fy <br />ASI W�af x ation B sp q The Site Of Work. <br />HORIZONTAL GRAPHIC SCALE <br />40 20 0 20 40 <br />MARIPOSA ROAD GRADE SEPARATION <br />AND REALIGNMENT <br />MARIPOSA ROAD <br />— PLAN <br />& <br />CD <br />STA MR 39+75 <br />TO STA <br />MR <br />46+00 <br />N� <br />CDU-) <br />oN <br />45+00 0 <br />MR --LINE <br />0 <br />STA MA 10+00 <br />STA MR 45+32-50 <br />SERVICE ROAD INTERSECTION DETAIL <br />RECORD DRAWIN <br />Corrections By <br />No Changes By <br />Date <br />Any Person �0'Dr i Should Ver fy <br />ASI W�af x ation B sp q The Site Of Work. <br />HORIZONTAL GRAPHIC SCALE <br />40 20 0 20 40 <br />MARIPOSA ROAD GRADE SEPARATION <br />AND REALIGNMENT <br />MARIPOSA ROAD <br />— PLAN <br />& <br />PROFILE <br />STA MR 39+75 <br />TO STA <br />MR <br />46+00 <br />VERTICAL GRAPHIC SCALE <br />8 4 O 4 8 <br />CONTRACT NO_ <br />DRAWING NO - <br />MR --05 <br />REVISIONSHEET N0. <br />18 OF 51 <br />SCALE <br />AS SHOWN <br />