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r <br />r <br />O <br />I) <br />r <br />Z <br />M O <br />NEW EDGE <br />OF —� <br />n <br />,n <br />v <br />+N <br />+M <br />+(o <br />IT <br />+4- <br />+� <br />+m <br />+� <br />+� <br />+,t <br />It <br />� <br />PAVEMENT <br />GRADES (RT.) <br />r7 <br />n <br />'o <br />V7 <br />N <br />r <br />LO <br />r <br />•- to <br />00 <br />tn <br />m <br />•-- U1 <br />0� <br />•- IAO <br />o <br />(0 <br />o <br />'D <br />— <br />(0 <br />1 0) <br />d' <br />35 <br />N <br />N <br />�N <br />�N <br />�N <br />�N <br />�N <br />�N <br />�N <br />�N <br />Q <br />Q <br />N <br />35 <br />N <br />N <br />Z <br />0 <br />N <br />Ln <br />N <br />N <br />N <br />N <br />N <br />N <br />V) <br />(0 <br />O <br />2 <br />30 <br />— <br />_ <br />`� <br />~ <br />30 <br />s <br />Z <br />0 <br />Z <br />_ <br />w <br />m <br />25 <br />_ <br />PROPOSED NEW <br />--__ <br />OF PAV <br />25 <br />=5=EDGE <br />C.S. <br />PIPE ARCH (RIGHT <br />SIDE) <br />PLACE 10 L.F. <br />OF 18" <br />--� <br />R.C.P. & CONNECT TO <br />5=0.00 <br />EAST END OF <br />EXIST. <br />20 <br />18" R.C.P. <br />20 <br />If= 18.80 <br />k=18.90 <br />15 <br />=16.98 <br />If=17.37 <br />PIPE ARCH <br />PIPE ARCH <br />15 <br />EXIST. 18" R.C.P. <br />EXISTING FLOWLINE <br />OF DITCH <br />10 <br />10 <br />SCALE: <br />1"=50' HORIZ. <br />1"=5' VERT. <br />151+00 152+00 153+00 <br />154+00 <br />155+00 <br />156+00 157+00 158+00 159+00 160+00 <br />161+00 162+00 <br />ROTH ROAD <br />EXIST. UNION PACIFIC GAS <br />MAIN <br />EXIST. POWER POLE W/GUY <br />I <br />ConsWIRE TO BE RELOCATED BY <br />Construct M.H. $ Gannett <br />PLACE <br />100'- 24"X18"X12 GA. C.S. PIPE ARCH <br />EXIST. "CITY <br />LIMITS" SIGN <br />to Ea5f End of Exicfir7 P.G.&E. TO 4 FT. FROM <br />9 <br />MCI <br />o <br />EXIST. <br />TELEPHONE POL <br />„ RIGHT OF WAY LINE <br />18 RCP. EXIST. EDGE EXIST. R/R <br />OF PAVEMENT <br />3 4' IRON PIN --\\ <br />/ EXIST. 4" GAS LINE <br />EXIST. SPEED CROSSING SIGN <br />TAGGED RCE 25835 <br />EXIST. <br />POWER POLE r EXIST. "NO PARKING" SIGN LIMIT SIGN <br />AT STA. 60+38.70_ <br />I <br />6X6, W4XW4 WELDED WIRE <br />—s c <br />`� <br />_ <br />FABRIC HIGHWAY MESH <br />c- <br />G <br />c G <br />G <br />c <br />0 <br />17.37 <br />EXIST. GUY WIRE EXIST STREET SIGN EXIST. GAS LINE <br />MARKER <br />o <br />15I+00—15J+00 1500 <br />154+00 _ �t <br />155+00 EXIST <br />156+00 0 157+00 158+00 t5s+oo 1s <br />+00 <br />161+00 161+00 �r <br />VARIABLE THICKNESS AC <br />c-41 3/4" <br />REBAR <br />— — <br />LINE CUT <br />_ <br />_ <br />(o <br />ao ih <br />(2" MINIMUM) <br />3" 6" <br />.- <br />– <br />-- <br />—o <br />_ <br />E – E <br />— <br />N <br />E <br />— — — <br />CI <br />EXIST. MONUMENT BOX <br />— <br />16.98 <br />� EXIST. <br />MCI <br />`— f— <br />— — <br />PROPOSED 4 . <br />R OF DITCH <br />- <br />n.. f--�f 00`� <br />TRANSITION <br />R \ <br />EXISTING EDGE LINE <br />* G <br />BACKFILL COMPACTED CLASS CONCRETE <br />TO 95% <br />AT NORTH 1/4 COR. <br />0 <br />A.B. SHOULDER ��o <br />It Z <br />z <br />ALONG NORTH LINE OF <br />SECT. 13, T. 1S.,R.6E, <br />EXIST. POWER PO E <br />0 <br />ti rn <br />R. -18.90 <br />���'t' <br />EAST 1/2 OF SECT. 13, <br />/ <br />12"�I F 12" <br />M.D.B.&M. <br />PLACE 10 L.F. OF 18" EXIST. OVERHEAD -18.80 M <br />z 0 STA. 160+53 00 0 <br />T.1S.,R.6E., <br />STA. 153+17.00 <br />p <br />R.C.P. &CONNECT TO M.H @EAST 60KV POWER LINES ® STA. 159+53 <br />21.55P 't 0 + z <br />M.D.B.&M. <br />100' <br />END OF EXISTING 18" R.C.P. <br />It N co �� <br />24"X18"X12 GA. C.S.P. PIPE ARCH <br />BENCHMARK <br />100 <br />EXIST. EDGE rn F E.C. -- <br />OF PAVEMENT o w 21 1.25P <br />°O z - ~ <br />W o Q o <br />S.E. LINE OF ROADWAY EASEMENT <br />RETURN _ <br />~ <br />SAN JOAQUIN COUNTY <br />B.M. X218 I <br />(l,' <br />I z <br />JQ I <br />EXIST. 18" RCP DRAIN PIPE + w <br />EXIST. POWER POLE W/GUY �> rn <br />L N Ld <br />ci z <br />o <br />z <br />WIRE TO BE RELOCATED BY ACL <br />0°� � w <br />SECTION A-A <br />ELEV. 24.57 I <br />Z <br />I <br />r o <br />P.G.&E. TO 4 FT. FROM <br />30' 21' <br />N m <br />NOT TO SCALE <br />+ Z <br />V <br />+ z <br />¢ v <br />RIGHT OF WAY LINE N m <br />I <br />Z <br />_ <br />(oV <br />MATCH CONCRETE PAVEMENT <br />'—' <br />LO <br />=U <br />UNION PACIFIC RAILROAD <br />I <br />TO BE CONSTRUCTED BY <br />UNION PACIFIC RAILROAD <br />H <br />z <br />Q "a <br />J <br />o <br />N w <br />PARCEL 5 <br />'44 <br />� m <br />--- <br />a <br />o <br />Qz g <br />R <br />�tOFESSIgyq <br />24 <br />G C <br />O <br />= Q <br />�o <G <br />COUNTY OF SAN JOAQUIN <br />Ir-0 v <br />� No. 17351 <br />DEPARTMENT OF PUBLIC WORKS <br />OV) <br />*s Exp.* <br />SCALE: 1"=50' <br />— w <br />P <br />�q <br />APPROVED: <br />C V \ <br />I ��� <br />LL. <br />OF CA�1F0 <br />DATE: <br />R.C.E. NO: <br />DIRECTOR OF PUBLIC WORKS EXP. DATE; <br />N0. <br />D E S C R I P TI I O N O N S DAZE ev <br />SIEGFRIED ENGINEERING, Inc. <br />SCALE: NO SCALE <br />DATE: NOVEMBER, 1993 <br />UNION PACIFIC RAILROAD SHEET <br />2 <br />JOB N0. 7690–R <br />SE* <br />Civil Engineering ■ Land Surveying ■ Structural Engineering ■ Planning <br />4045 Coronado Ave. Stockton, CA <br />DRAWN RAC <br />P7690-R02 <br />ROTH <br />OF FOUR <br />R 0 A D STREET WIDENING COAIPUIER FlLE N0. <br />■ 9 4-2396 � 2 943-2021 ■ FAX <br />209 942-0214 <br />DESIGN RGC <br />I <br />Job No. 7&o O-R Submitted By R.C.E. No. 17.351 Exp. 6/30/93. CHECKED RGC <br />DRANING FILE No. q <br />G-4809 ; <br />