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Ap —C� <br /> T. 2 S, R.9 E. M, D. B. & M. <br /> SANTA FE ROAD <br /> ROAD TOTAL <br /> FILE SHEET <br /> N0. INDEX HO• YEAR N0. SHEETS <br /> Z cille ChriStenaen SEC. 2 I 1035-1339 1962 It <br /> Evelyn <br /> we <br /> Lu ►7 �t <br /> I <br /> Ory6. Trette Jr` <br /> Q <br /> TRANSITION <br /> _ r <br /> FULL 5V �, v Z <br /> o Go & <br /> + p <br /> O <br /> 220.55' <br /> locid CITY OF RIVERBANK '� � - — FIRST JTREET <br /> b — . <br /> 4 d ' ---- <br /> _ j <br /> 4 A,(' •4. C0n5t 02 ILI <br /> Zoe. /5 <br /> 6 A.0 _ 00.5 __ �+. V 22 '5 q, LIP <br /> Q .y x 'pt B/o.,fi 3 -R;rerLw�K <br /> 4 - 1 k 3 w 62.31 ' " <br /> W — y V <br /> _j f 2/ / Pomp — —r ► Q�� <br /> -j� 0 1� ��,. Provide a I'openinq *vary � 'jr'j; '>;�cT_ h V <br /> q ID for <br /> �/210� %i droinogt <br /> �i6 ' Fill as directs y 5 <br /> � i5 d b En tneer <br /> 0'004r6 ��/ a ghee <br /> o y <br /> YV rn\ T, Const. v r ^1 <br /> C-3 R� '. R x1,011.10' CD c r� <br /> }f _ A - 23°38'16" END OF PROJECT <br /> n a 0 - 5.40, co' <br /> T= 211.56' Sto. 2f9t43. 74 �� Q <br /> r� ti d n L- 417.14' v' <br /> Const. �, a C h- 414.18' <br /> 4,959'4A d\ Ch. Bearing S,5O Z6f 15N E. <br /> 9 <br /> { m129,41' R/ LEGEND N <br /> Ch. S S5.8'15'16m I <br /> L—J! Q.17"A.C. over Existing <br /> Ch.BQarin9 <br /> 0.17'A.C. over 0.33• A.B., Variable fill as <br /> directed by engineer <br /> p <br /> Scale 1 "= i00' <br /> { TYPICAL I I s <br /> I , <br /> } _ SECTION B i { ; <br /> € BENCH MARK*14 <br /> Chis. 0 North End Cohc.Cvi6 E - <br /> 1 } { Rt S+a. 214 t.93 e <br /> , 1 _. «. ... _ . __. .,.., .. . .,_.' .Mm �_.,_.. . ... . .._,' <br /> EL. 103.99 <br /> p .._.- I ._ ... --._ .._.. _.-f J _.._. a -.. i.--. � ._-... -._.. , : - _-... -. , _.i _--. . -... -. � ♦ .- .. -._.. w.--. __.. a t , .- i, , _.j I. _ -_ �. �... <br /> -_,. , 1 w ._. __ -_ _•_. __. . _. _S ,. -._- _. , _ - +-_ __. _ _ q- , -.� a ... <br /> 1 C"- <br /> f 106 <br /> 106 <br /> _ <br /> 105 <br /> _ s <br /> 105 7 { i <br /> { _ f <br /> 104 <br /> Liv i <br /> 104 <br /> w.. , <br /> 103 <br /> 103 <br /> } _ _ <br /> 102 <br /> 102 <br /> _..._ <br /> { { <br /> 101 <br /> 1 p <br /> 1 101 <br /> t f <br /> r <br /> , . <br /> 100 <br /> 00 <br /> 1 Scale r <br /> { <br /> 1 2 SHE Vertical ,, <br /> } _ TOTAL <br /> EXCAVATION o 1 0 0 1 0 1 0 1 2 8 <br /> 4 134 271 . 285 108 <br /> EMBANKMENTEMBANKMENTI 644 686 645 577 1 468 427 320 269 244 12q 4,409 <br /> 210 1 2 3 4 5 6 <br /> s- ,zd9 <br />