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ELEV REV, I DATE 96 92 88 84 80 76 72 68 64 60 56 52 48 44 BEGIN TAPER STA MR 39+92 END TAPER BEGIN ASPHALT DIKE. STA MR 40+02 15+oo MARIR0S HOPE V-DITCH FL ELEV 46.0' STA MR 42+50 38.12' RT, 38.11' LT PIPE DISCHARGE I-E. 46.12 SIDE INLET CATCH BASIN STA MR 43+00 (19.25' LT) G.E. 51.81' I.E. 48- 81 12" OUT (N) BEGIN TAPER END ASPHALT DIKE 15" CULVERT (30') STA MR 43+00 END TAPER BEGIN TAPER STA _MR 43+ 10 STA MR 45+ 00 V---DITCH -[-- 18" STORM DRAIN SIDE INLET CATCH BASIN STA MR 43+00 (19.25' RT) G.E. 51.81' 1. E. 48.81 12" IN (W) I.E. 48.16 12" OUT (S) 3 2 E: ........... ... .. _._.•••_......._____---- - .. ...f"-..L i•i3 F_ Q o C� + , �' D 0 Qz > MATCH EXISTING � aQ [if DITCH LINE d p_ END TAPER Q STA MR 46+002. w � w o 14.9, LT N r, .+ 0 ry• .._.-._.. ...._ - -- END TAPER _BEGIN TAPER STA MR 43+10 STA MR 45+00 BEGIN TAPER ELEV 46.5' END ASPHALT DIKE STA MR 45+00 STA MR 43+00 31.33' RT, 29.85' LT PIPE DISCHARGE LE. 46.12 PLAN -•- STA MR 39+75 TO STA MR 46+00 SCALE- 1 "=40' END TAPER STA MR 46+00 I 1&4' RT MATCH EXISTING DITCH LINE N 2155548.97 E 6366315.45 STA MA 10+00 = STA MR 45+32.5 J --N E 6366482.9.5 STA MR 47+ 00 �?E g E [[[ F J frE ............................................. ....... ------- •-------------------------- __. _ - ----------------------------------------------- ---------------------------------------------------------------------- -- ------------------------------------------- ------------------------------------------------------------------------------ t L OW POINT LEV = 50. 5 1 88 LOW POINT STA = 45+ 2 .41 - -------------------------------------------------------------------------------------------- -- _ _ - - - _ -------------- --------------------------- ------ --- - -- - - W - _ .... - - --- - _ ---------- --- - -- --------- ---------------- -- - PVI STA I 84 - - -- - - - --4- -- -- -- ------------ I - 80 I E •------ -- - - - - •-- _._..... _._...... - - -- 0 I r 1 I 76 -......................... ---....................... ---.... - -- --------- --- -- w72 _ co — Ln s� � oa Q w--- -- -- -- In PROFILEGRADE �n DO - 68 r ................ ....................-.._...-...-....-................-....-.-...-.......--............E............................ -----.-----------------------------------.--. ........---- ------- --------------------------------------------------------'--------------------------------------------' ------------------------------' 0.-- &i v I Ln Z - 64 -- ---------- - _ ------------------------------------------------------------------------------------------------------------------- c--._......... _.... -..... -....... .-........................._.....____--____--------_..............--------------- ----->--------------------------------------------------------- ... _- - - + - m U0 W V) W .. ----- i ®j - 60 l�„ { - - - _...._... _----------- I NDP �-.98. s _ _ 56 6 w — _._..._......_....... - .- - - - - _ _- - -------------------------------•.. ..........._-. - - 0.21% ----- ----- 52 --------- - - --= - -------- - - --- -- - -- -� ------------_=_ _-----_ __ �.__ ---- -- ---- IJ I rr ---- 44 ty - ----...................... --------- - - - _....-_--------.-......---•......-------------------------------------------------------------------------------------------------------------------------------................................... ................ ----------------- --------- ----------------- r• r- r• In d- N o a) oa r__ OO o cam, r� Ln oa .� .rn .�- .a� In .� .� .� .o� .� -cal .R, .r"") 00�- 00 M 0 0 � rn- 0 o o 0 o 0 o DO n n N Ln o o `na <-o 0 Ln Ln LO I�n In �n In ,n L ,n In Ln In 40+ 00 41 + 00 42+ 00 43+ 00 44+ 00 45+ 00 46+ 00 47+ 00 PROFILE — MR --LINE HORIZ SCALE: 1 "=40' VERT SCALE: 1 "=8' INFORMATION CONFIDENTIAL. DESIGNED BY Ali fans, drawings. s ecifi- A. WHALEN p[tgFE55r�� cations, and or information DRAWN BY Burlington Northern Santa Fe q furnished herewith shall r �{v �� F� Burlington Northern Santa remain the property of the H. PHAN Railway Company �' ALAN CRAIG BOONE z CHECKED BY r,-, Fe Railway Company and 4D r1l shall be held confidential, A. SILVER Na- 37913 and shall not be used for APPROVED BY �r��.k Harris Inc.Exp. 63-31- IDS any purpose not provided R. � for in agreements with the A. BOONE 601 University Avenue, Suite 274 `rT9 CIVIL Burlington Northern Santa DATE T DESCRIPTION Fe Railway Company. Sacramento, California 95825 £ OF CALF ev �uB- APP, SEPTEMBER 13, 2001 HAMS N 86`52'03" W 636. 23 R - 15' L = 22.65' CD N� oU-) oN 45+00 0 MR --LINE 0 STA MA 10+ 00 STA MR 45+32.50 SERVICE ROAD INTERSECTION DETAIL RECORD DRAWIN Corrections By No Changes By Date Any Person �0'Dr i Should Ver fy AEI W�af x ation B sp q The Site Of Work. HORIZONTAL GRAPHIC SCALE 40 20 0 20 40 MARIPOSA ROAD GRADE SEPARATION AND REALIGNMENT MARIPOSA ROAD — PLAN & PROFILE STA MR 39+ 75 TO STA MR 46+ 00 VERTICAL GRAPHIC SCALE 8 4 C. 4 8 CONTRACT NO_ DRAWING NO- MR--05 REVISION SHEET N0. 18 OF 51 SCALE AS SHOWN