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-STA A R .1 [ 1 + 3 fl �.=;' f- • z <br />::- <br />END,.SHLD "TAPER = STA 101+15 <br />. <br />STA ".AR 101J-05 '�� "` ` ' �s ELEV = 45.73 <br />J' ELEV5• <br />= 4.12 <br />STA- AR 101+10 — 41 <br />...:, ` .. _ ELEV 4 5 <br />.BEGIN SHLDR TAPE ;� STA MR 16+03 <br />15" CMP SEE;"' — — <br />D ELEV 45.37 ELEV 47.58 <br />DETAIL A <br />-STA AR 10+80�= <br />-ELEV 44.24 ELEV = 4. ELEV 46.13 <br />= <br />STA AR 100+80 <br />t <br />END SHLDR TAPER; _" i <br />r <br />ELEV = 44.63 <br />ELEV = 4 5.0 2 _�� _ . -'� `�� .:��� �y`'� _ - - <br />ELEV = 45.41; j•.+ '•:; - <br />Iry -A <br />STA MR 14+41 <br />ELEV — 45.70 <br />o STA1.0+40 <br />STA MR 14+25 `L '� <br />L ,.- <br />�,� ELEV 46,14 <br />BEGIN SH LDR TAPER <br />— b 1 r' <br />. y..� y.� : `� rk•. � ,-„` x� �,, � ��11Yy .��r � �r �/•l '..�.:Lxxr.++YY Ti 'r y�'r..�'" � .--C'•''` .-� � ' �k', <br />- <br />Y �• -� . /+ r�. rl- ,`� } _` % ry� �y : i l'•. .moi• g,� FT � j •rte k y-•+� s. F• � 5 � :r • .y � •~• 1 •_ <br />`��� • fir-; ( i�L � -Y �- ! �Y � � ��� ��. ', �_ �r ;.r ` �-. t � :i�`�.•'+� �;r-���5.�'� =��.•� � 2 • -1�. � . <br />N 215 <br />E <br />55 8. <br />636.94 <br />MARIPOSA ROAD/AUSTIN ROAD INTERSECTION <br />SCALE: 1 "=20' <br />NOTE: ALL ELEVATIONS SHOWN ARE TOP OF FINAL PAVEMENT. <br />ROAD SURFACE <br />0 <br />6" <br />6" AC I-- <br />20" AB <br />#4 REB AR @ 12 OC <br />(GRADE 60) <br />UNDISTURBED <br />SUBGRADE — <br />3' 1 3:' <br />a <br />'15" CMP <br />F � 7 <br />DETAIL A -- GMP ENCASEMENT <br />SCALE: 3/8" = 1'-0" <br />RIP—RAP <br />+� i" T f 7 A I /-\& 1 1 A I A I r- 1 •7 r< <br />24" <br />—17 SEE NOTES 1 & 2 <br />2 <br />24 RCP <br />GEOTEXTILE FABRIC <br />MIRAFI FW 700 OR EQUAL <br />1. CUT PIPE FLUSH WITH FACE OF SLOPE <br />2. GROUT END OF PIPE TO COVER EXPOSED REBAR <br />DETAIL B — DRAIN OUTFALL <br />SCALE: 1/4" = 1'-0" <br />EXTEND TOP LAYER OF AC PI <br />ON THE SHOULDER UNDER DII <br />NO JOINTS AT THE EDGE OF <br />3'-0" (MIN) <br />NOTE: <br />FOR DIKE POSITIONING, SEE CALTRANS <br />STANDARD PLAN RSP A77F <br />ASPHALT DIKE AND GUARD RAIL DETAIL <br />_ NO SCALE <br />SEE DETAIL B <br />SLOPE GRADING DEATI L AT STA MR 9+50 <br />SCALE: 1"=20' <br />RECORDDRAWING <br />kC4orrections fly_ _ _. <br />Date <br />A`� .�..�_... �� v <br />lar��ilSil fC�i . a•l �•... <br />77 _ ` 0 10 20 <br />AD infwo;jt,,,{{ l.. . . 0 10 <br />' . <br />Awa pROFESS, MARIPOSA ROAD GRADE SEPARATION <br />N C AND REALIGNMENT <br />G m <br />x 1 M <br />Exp, 03-31-05 PAVING DETAILS <br />CIVIL �Q <br />qle Of- CAj_\0) � <br />1 inch = 20 ft. <br />CONTRACT NO. <br />DRAWING NO. <br />D-02 A <br />REVISION SHEET NO. <br />29 OF 51 <br />SCALE <br />AS SHOWN <br />INFORMATION CONFIDENTIAL: <br />DESIGNED BY <br />A. LASZLO <br />Burlington Northern Santa Fe <br />Railway Company <br />All plans, drawings, specifi- <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 be used for <br />any purpose not provided <br />for in agreements with the <br />Burlington Northern Santa <br />Fe Railway Company. <br />DRAWN BY <br />H. PHAN <br />CHECKED BY <br />A. SILVER <br />Harris., <br />s ■ ne. <br />601 University Avenue, Suite 274 <br />California 95825 <br />FMJM <br />2 <br />5/29/02 <br />5/3/02 <br />DATE <br />ADDED SLOPE GRADING AND DRAIN OUTFALL DETAILS <br />REVISED PAVEMENT ELEVATIONS, ADDED CMP ENCASEMENT <br />DESCRIPTION <br />EC <br />EC <br />gY <br />sue. <br />ACB <br />ACB <br />APP. <br />APPROVED BY <br />A. BOONE <br />1 <br />DATESacramento, <br />SEPTEMBER 13, 2001 <br />REV. <br />RECORDDRAWING <br />kC4orrections fly_ _ _. <br />Date <br />A`� .�..�_... �� v <br />lar��ilSil fC�i . a•l �•... <br />77 _ ` 0 10 20 <br />AD infwo;jt,,,{{ l.. . . 0 10 <br />' . <br />Awa pROFESS, MARIPOSA ROAD GRADE SEPARATION <br />N C AND REALIGNMENT <br />G m <br />x 1 M <br />Exp, 03-31-05 PAVING DETAILS <br />CIVIL �Q <br />qle Of- CAj_\0) � <br />1 inch = 20 ft. <br />CONTRACT NO. <br />DRAWING NO. <br />D-02 A <br />REVISION SHEET NO. <br />29 OF 51 <br />SCALE <br />AS SHOWN <br />