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SACRAMENTO ROAD <br /> F <br /> ROAD I IL S=T ETE11 <br /> No. INDEX mo! I YEAR I E.!T ,IPE9 <br /> T2NR6E MD88M I OF189 1 11-18 V IS-15011957 1 3 1 9 <br /> Sec. 9 Sec. 4 <br /> Begin Project Sta. 0 + 40 <br /> 4- <br /> o <br /> Q- Q: <br /> �1- X <br /> R/W <br /> IP <br /> N 4 E <br /> Construction RIW N0040' E 1596.60' N 0"40! E I X 00 0 <br /> 10 ------ -- - - - - -- - - 7 6.19' <br /> - ---- --------------- -- - <br /> ------------------------- -- --------------------------------- - -- -- ---- --- ---- S---- <br /> -.4---------- -- - 13 2'7' <br /> -- ---------P---------------- - - - - <br /> Ak- 0 <br /> X—X--4x-- <br /> I—x <br /> vo- <br /> 'VIC- <br /> Sk Construction f,R/W <br /> C46 A= 41° 05 0 46' <br /> + R % 2455.70' <br /> = 20 20' <br /> T = 920.46' <br /> ESoo <br /> C = 1723.80' <br /> V-) <br /> L - I761.31' <br /> BM 15 <br /> Chiseled oSE Cor E Bridge Rail <br /> sco/c /0= /00, Sto.23*50 Eley. 2192 <br /> BM 19 BM 18 BM 17 BM 16 <br /> PP Lt. —-- ------ <br /> ChiseladD NE Cor E Bridge Rail Set SNp Spik in P.P. Lt. Set Ship 3p1ke in PP Lt. i Sh1p 4iken <br /> Sta 0+50 Elev. 20.11 Sta 5+38 Elev. 16.01 5ta 10+68 Elev. 16.34 Sta. 15+97 Elev. 18.32 <br /> -4- -------- <br /> 7-7t� 7— <br /> ----------------- <br /> C J <br /> C4 <br /> A <br /> Lai" <br /> ep <br /> t <br /> i600ll <br /> ic <br /> 20 o <br /> 20 <br /> -4—--------- <br /> f <br /> 19 r. 19 <br /> _7 <br /> 4— <br /> L7 <br /> 17 <br /> 16 <br /> 16 <br /> L <br /> 15 15 <br /> 4 ....... <br /> 01torw---- <br /> �-h Erode D <br /> 14 <br /> 14 <br /> 13 <br /> TYPICAL TYPICAL <br /> SECTION <br /> A <br /> SECTION B <br /> -4 12 <br /> -1 --- <br /> US S . G S . RATUJ <br /> M <br /> 10 <br /> f <br /> r <br /> Cvj <br /> .......... ------ ------- <br /> SHEET <br /> TOTALS <br /> 23 1 - 37 1 - 77 33 779 249 <br /> -65 1 -74 1 108 1 - 76 26 40 1 -, 46 1 i46 -- 50 --46 -6367v7.* <br /> 0 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 20 1 2 3 4 5 6 7 8 9 30 <br />