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L�J <br />W <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 />ELEV <br />40.00 <br />I REV. I DATE <br />20 <br />' _ � � • -::;� � •- <br />ELEV 44.0 <br />DRIVEWAY1gE TAPER <br />-.ND ASPHALT DIKE <br />STA TA, M-R 34+57..- END TAPER <br />STA MR 34+67 <br />'- .. TA MR .2+ 5 <br />2-1 ,CMP Cb;1ERT (21,) 9 5. 1 T_�_,-94.90 5'-Z: <br />R 600' <br />100' LR 174.84 <br />x . <br />HAMMERHEAD <br />v <br />` TURNAROUND :; w EB <br />- <br />2 �•[y` ` = Ln STA MR 31 + 41.7 5 <br />0 n BEGIN ASPHALT DIKE <br />IN <br />t <br />57C, R �, 2 0' <br />TYP STA M R 31 + 71.7 5 (21 ' LIT) <br />'r- <br />1 <br />cn <br />.r. <br />- a <br />n <br />s <br />rn <br />- H -- 1 ......................... <br />BEGIN ASPHALT DIKE r` <br />}', 4 STA MR 31 +71.75 20' RT <br />_ V _ _ <br />q1., • t r 4 <br />-A <br />MARIPOSA\ROaD <br />OVERHEAD TRUC- <br />:`;t SIDE INLET CATCH BASIN <br />STA MR 33+00 (19.25 LT) <br />G.E. 79.39 <br />I, E. 76.39' 12" OUT (S) <br />= ` <br />V-DITCH <br />w <br />INSTALL MONUMENT <br />FRAME AND COVER <br />HAMMERHEAD T <br />2 5'-_. V _. <br />a TYP ! <br />I '� , <br />INLET CATCH BASIN <br />STA MR 38+00 (19.25' RT) <br />G.E. 65.00' <br />_ I.E. 62.00' 12" OUT <br />(w) <br />_ >f I.E. 61.50 12" LJ U T E <br />6 0 <br />..� � - <br />1 <br />r <br />3 <br />v <br />1 f <br />1 <br />•]�: y.� � i �-.*_ .�.•ri i � .' . r '. ' �'v.-s. 3-� ?:F .:. F'�c x a F2,F . � ..�.a--,... .... ............... N y �,_ 1 <br />N y.• . : �•"- � yh�"l°'Y � -'E 3^' _ � , i'''-'�. 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<br />.__________________________________________.. <br />___________________________________________-_____________________________..__..__.._......-.. <br />------------------- <br />... ........._._.....--._................-_............ <br />y <br />......... <br />--- <br />— — ..�.. — -� <br />-^ — — ...... <br />_—_--- <br />— — 'r- <br />--__--___-- <br />4 <br />�`— <br />..: <br />........... .......... <br />i <br />............. ..... <br />........................ .................. <br />.r <br />.... ......................... f,.. �...-......-.........- .._ -� - <br />w _ ___ __ _ <br />___`____,______ �__-,,,,_,��_ <br />__ . __ x- <br />_�.�.��_......_-......_ _ _._�e__eer___�-a±________. <br />r.—.___ _.-.--_...—____.____._.__ <br />r-_. __ <br />_ <br />— <br />_ _ <br />.__.. .. ..—.__ _�_._� <br />.-,� .,--• — — — <br />_ __ <br />_..__.__________________-____________ <br />— <br />__ __ <br />_________________________________________ <br />_________________________________________ <br />__ __ <br />_ _ <br />__..._........-.....-.............-.... <br />...............-.-..�..__-.-....�._.....-.-.........-..-... <br />�_ ti ._ <br />.......................-........__ <br />__ __ <br />___________________._.__________________ <br />___._.__________________________.._______ _______________ ______ __ ._____ _ _ __ <br />__ _ __ .... <br />_ <br />.......-..-...r.........-............_--...... <br />-....... <br />) <br />4 <br />.................. <br />�n <br />4.................. <br />... ................. <br />.......................... ................... <br />...-..-..-..--...--.....-...............................-....................................................-..._.......-.......................................................................................... <br />....... _...._.................-..-_..-._... ....... ... <br />.. .... ............. .._.m-..-._.._ ..._ <br />_....._. ..._.-.. _ _ <br />_....... _................. _........... <br />....................................... <br />........................................ <br />_ _ _ _ . ..._ <br />- - - ------ ---------- ----------------------- <br />------------ ----- .......- <br />......................................-. <br />......-.............._.................---.--------_----- ----_ ....... <br />_..._ _...-._........-- <br />- ----------- - <br />E �I� <br />r•. <br />00 <br />00 <br />� <br />� <br />[9 <br />► 7 <br />Q0 <br />� 00 <br />if) CJ <br />N <br />co I <br />� <br />O) C J <br />o cal <br />� <br />00 �7 <br />� <br />cv !7 <br />� <br />CO <br />N <br />O <br />n CJ <br />nN-) <br />p <br />n r•n <br />D7 0 <br />n Qn <br />n cJ <br />� <br />n <br />Q0 <br />LI-7 <br />N <br />Q 7 <br />N <br />t9 <br />N <br />C II7 <br />L(-) <br />OQ <br />� <br />� <br />�r7 <br />tiD <br />Q0 <br />00 <br />n CD <br />Lt7 <br />cc <br />Ir) � <br />rr] n <br />C�1 C0 <br />0.3 <br />a <br />00 <br />4� <br />n <br />O� CD <br />cD d <br />1 <br />C C) <br />n <br />(7) <br />- <br />- <br />�t <br />o � <br />DO � <br />00 � <br />0 � <br />CON <br />0 � <br />� A <br />GO <br />00 � <br />n � <br />n � <br />n � <br />n � <br />n <br />n � <br />n � <br />n ` <br />40 � <br />C.D � <br />CD d (10 B <br />CD � <br />Q0 <br />29+UU <br />WIMIJ11% <br />12Ciil91 <br />,52+UU <br />INFORMATION CONFIDENTIAL: <br />All plans, drawings, specifi— <br />cations, and or information <br />furnished herewith shall <br />remain the property of the <br />Burlington Northern Sonto <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 Sonto <br />Fe Railway Company. <br />DESIGNED BY <br />A. WHALEN <br />DRAWN BY <br />H. PHAN <br />CHECKED BY <br />A. SILVER <br />APPROVED BY <br />A. BOONE <br />DATE <br />SEPrEMSER 13, 2001 <br />[DESCRIPTION <br />ar sug- <br />a��. <br />.5,5+UU -54+UU .5b+UU <br />PROFILE MR --LINE <br />HDRIZ SCALE: 1" =40' <br />VERT SCALE: 1 "=8' <br />Burlington Northern Santa Fe <br />Railway Company <br />fredwk It. Harris,, Inc. <br />607 University Avenue, Suite 274 <br />e Sacramento, California 95825 <br />FOMM <br />.5b+ UU Corrections By .51+ U .56+ UU <br />No Chan es By ­ <br />Date <br />Any Person Using This D ing Should Verity <br />pRpFE55�� <br />LAN CRAIG BOONE m <br />N o. 37913 <br />Exp. 03-31- <br />CIVIL �Q <br />q�£ Ofi CALF o�� <br />,59+ UU <br />HORIZONTAL GRAPHIC SCALE <br />40 24 O 20 44 <br />MARIPOSA ROAD GRADE SEPARATION <br />AND REALIGNMENT <br />MARIPOSA ROAD <br />— PLAN <br />& <br />PROFILE <br />STA MR <br />28+75 <br />TO STA <br />MR <br />39+75 <br />2 <br />8 <br />4 <br />0 <br />6 <br />2 <br />8 <br />4 <br />0 <br />6 <br />2 <br />8 <br />4 <br />VERTICAL GRAPHIC SCALE <br />8 4 D 4 8 <br />CONTRACT NO, <br />DRAWINGNO. <br />MR-04 <br />REVISION SHEET NO. <br />17 OF 51 <br />SCALE <br />AS SHOWN <br />