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26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />R/W <br />EXISTING FLOWLINE EXIST <br />STA. 155+17 <br />SCALE: 1"=6' HORIZ.,VERT. <br />L 44' (TYPICAL) <br />5 <br />EXISTING PAVING 8 <br />t' <br />23.78P _ <br />EXIST. EXIST <br />s=.o2 <br />0.40 A.C. (TYPICAL) <br />0.40 A.B. (TYPICAL) <br />4' <br />SHOULDER <br />18.37 <br />EXIST. <br />NEW FLOWLINE TO MATCH <br />EXISTING FLOWLINE <br />STA. 155+71 <br />SCALE: 1"=6' HORIZ.,VERT. <br />26 <br />24 <br />22 <br />20 <br />ALTERNATE SECTION 18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />I <br />26 26 <br />24 24 <br />22 22 <br />20 20 <br />18 18 <br />ALTERNATE SECTION 16 <br />16 <br />R/W <br />I <br />SCALE: 1"=6' HORIZ.,VERT. <br />R/W <br />I <br />EXISTING FLOWLINE <br />STA. 156+71 <br />SCALE: 1"=6' HORIZ.,VERT. <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />R/W <br />I <br />I <br />EXISTING PAVING - <br />22.48P <br />EXIST. S=.03 <br />--y <br />19 <br />EXISTING PAVING <br />S=.03 <br />STA. 157+35 <br />SCALE: 1"=6' HORIZ.,VERT. <br />SHOULDER <br />STA. 157+90 <br />SCALE: 1"=6' HORIZ.,VERT. <br />STA. 158+4 <br />SCALE: 1"=6' HORIZ.,VERT. <br />EXISTING FLOWLINE <br />R/W <br />I <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />— — — 20 <br />ALTERNATE SECT ON 18 <br />NEW FLOWLINE TO MATCH 16 <br />EXISTING FLOWLINE <br />R/W <br />I <br />I <br />-- 24 <br />22 <br />— 20 <br />\V12-221 <br />18 <br />EXIST. ALTERNATE SECTION <br />NEW FLOWLINE TO MATCH <br />9 EXISTING FLOWLINE <br />R/W <br />r^ V1 I <br />EXISTING FLOWLINE <br />STA. 159+00 <br />SCALE: 1"=6' HORIZ.,VERT. <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />R E V I SIO N S <br />SIEGFRIED ENGINEERING, Inc. <br />26 <br />SCALE: AS SHOWN <br />23.40P <br />22.97P <br />D E S C R I P T I O N <br />SHOULDER <br />BY <br />26 <br />EXIST. _ <br />- <br />22.67P <br />JOB NO. <br />7690—R <br />24 <br />_� <br />RAC <br />DESIGN RGC <br />24 <br />22 <br />22 <br />20 <br />-�- �'— 20 <br />---� <br />�1a.s1 <br />18 <br />18 <br />EXIST. ALTERNATE SECTION <br />16 <br />FLOWLINE TO <br />16 <br />NEW MATCH <br />EXISTING FLOWLINE <br />STA. 156+21 <br />SCALE: 1"=6' HORIZ.,VERT. <br />R/W <br />I <br />EXISTING FLOWLINE <br />STA. 156+71 <br />SCALE: 1"=6' HORIZ.,VERT. <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />R/W <br />I <br />I <br />EXISTING PAVING - <br />22.48P <br />EXIST. S=.03 <br />--y <br />19 <br />EXISTING PAVING <br />S=.03 <br />STA. 157+35 <br />SCALE: 1"=6' HORIZ.,VERT. <br />SHOULDER <br />STA. 157+90 <br />SCALE: 1"=6' HORIZ.,VERT. <br />STA. 158+4 <br />SCALE: 1"=6' HORIZ.,VERT. <br />EXISTING FLOWLINE <br />R/W <br />I <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />— — — 20 <br />ALTERNATE SECT ON 18 <br />NEW FLOWLINE TO MATCH 16 <br />EXISTING FLOWLINE <br />R/W <br />I <br />I <br />-- 24 <br />22 <br />— 20 <br />\V12-221 <br />18 <br />EXIST. ALTERNATE SECTION <br />NEW FLOWLINE TO MATCH <br />9 EXISTING FLOWLINE <br />R/W <br />r^ V1 I <br />EXISTING FLOWLINE <br />STA. 159+00 <br />SCALE: 1"=6' HORIZ.,VERT. <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />R/W <br />iv Lrr I LV rr LIIVL iv iwniun <br />EXISTING FLOWLINE <br />STA. 159+53 <br />SCALE: 1"=6' HORIZ.,VERT. <br />R/W <br />1 <br />STA. 160+17 <br />SCALE: 1"=6' HORIZ.,VERT. <br />EXIST. <br />R/W <br />IVGYY rLV YY LIIVG IV M/AILM <br />EXISTING FLOWLINE <br />STA. 160+71 <br />SCALE: 1"=6' HORIZ.,VERT. <br />EXIST. <br />R/W <br />PROPOSED <br />R/W <br />STA. 161 +23 <br />SCALE: 1"=6' HORIZ.,VERT <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />PROPOSED I <br />R/W <br />I <br />26 I <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />APPROVED: <br />DATE:- <br />-R.C.E. NO: <br />DIRECTOR OF PUBLIC WORKS EXP. DATE; <br />UNION PACIFIC RAILROAD SHEET 3 <br />ROTH ROAD WIDENING OF FOUR <br />COMPUTER FILE NO. <br />CROSS SECTIONS DRAMING FILE90 <br />. <br />G-4809 <br />R E V I SIO N S <br />SIEGFRIED ENGINEERING, Inc. <br />SCALE: AS SHOWN <br />NO. <br />D E S C R I P T I O N <br />DATE <br />BY <br />DATE: NOVEMBER, 1993 <br />JOB NO. <br />7690—R <br />Civil Engineering ■ Land Surveying ■ Structural Engineering ■ Planning <br />4045 Coronado Ave. ■ Stockton, CA /5204-2396 ■ 9 943-2021 ■ FAX 209 942-0214 9n] <br />Job No. 7690—R Submitted By R.C.E. No. 17.351 Exp. 6/30/93 <br />DRAWN <br />RAC <br />DESIGN RGC <br />CHECKED RGC <br />R/W <br />iv Lrr I LV rr LIIVL iv iwniun <br />EXISTING FLOWLINE <br />STA. 159+53 <br />SCALE: 1"=6' HORIZ.,VERT. <br />R/W <br />1 <br />STA. 160+17 <br />SCALE: 1"=6' HORIZ.,VERT. <br />EXIST. <br />R/W <br />IVGYY rLV YY LIIVG IV M/AILM <br />EXISTING FLOWLINE <br />STA. 160+71 <br />SCALE: 1"=6' HORIZ.,VERT. <br />EXIST. <br />R/W <br />PROPOSED <br />R/W <br />STA. 161 +23 <br />SCALE: 1"=6' HORIZ.,VERT <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />PROPOSED I <br />R/W <br />I <br />26 I <br />24 <br />22 <br />20 <br />18 <br />16 <br />26 <br />24 <br />22 <br />20 <br />18 <br />16 <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />APPROVED: <br />DATE:- <br />-R.C.E. NO: <br />DIRECTOR OF PUBLIC WORKS EXP. DATE; <br />UNION PACIFIC RAILROAD SHEET 3 <br />ROTH ROAD WIDENING OF FOUR <br />COMPUTER FILE NO. <br />CROSS SECTIONS DRAMING FILE90 <br />. <br />G-4809 <br />