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Radar Speed <br />Feedback and <br />Flashing Beacon <br />SPEED ^ 7 <br />LIMIT L o <br />b <br />25 + <br />Const (Existing YL) ��� � CONNECTION WALKWAY <br />1 Q, Sta 14+08(18' Rt) to Const 7 SQYD AC Walkway <br />Sta 15+60 26' Rt to connect PCC Walkway <br />Sta 13+10 (17' Rt) Install 152 LF 12"0 CSP const by Lodi School <br />Adjust SDI Frame (0.079" thick) District Sta 15+60 (26' Rt) <br />& Grate to Grade Existing EP Const 18"0 SDI with <br />A,yam connect Existing Pipe <br />11 <br />N�--------------- 'T <br />- - - - - - - - - - <br />I <br />X31 J A C K 14 T 0 N E R 0 A D <br />=r -- - - - -�- - - <br />I Existing 12"0 CMP + 15 16 Existing 12"0 CMP <br />_ to remain + to remain <br />�rn------------ <br />0 01 -_ -- - ---- <br />ZE <br />+ x X x '� »x " x _X_X <br />, I,•, ,- ,..,, a .: -. <br />Sta 14+08 (18' Rt) �. <br />".. <br />Sta 13+00 to Sta 14+96 Rt Const 18"0 SDI Existing <br />Const 109 SQYD AC Walkway ) 9 p �5' wide PCC Walkway Driveway <br />y to connect Existing Pie R/W Limits 1' by Lodi School District Y <br />R&D 3 LF damaged CMP <br />before connection <br />END OF PROJECT <br />CD <br />r� <br />OD <br />0 r� <br />CD <br />p r� <br />p <br />CD <br />�� <br />p <br />IGO <br />�� <br />p <br />ICU 00 <br />O � r -O <br />CD <br />r -O <br />N <br />ICU <br />r- (A <br />.N. � (n. <br />O <br />.(n. <br />0 <br />r� <br />myy(0 <br />11 H— <br />II H <br />f N N <br />f <br />N N <br />II H <br />0— <br />1 11 0 <br />11 11 <br />11 11 <br />II o N <br />0— <br />(00 <br />O <br />(0 O <br />J <br />(„I (D (D <br />+ 50 (D <br />O J to <br />(„ I 1'0 (D <br />+ 5050 <br />N 0) co <br />(.1 <br />+ <br />(.n <br />40 (0 <br />t0 (O <br />13) (0 <br />(„4 <br />+ <br />-1 <br />(0 (0 <br />c0 (D <br />(A v <br />-0- <br />+ <br />O <br />(0 0 .06 CO (0 P. <br />!0!0 + (0 t0 + <br />MOD N 01 OD (A <br />t0 to <br />t0 (D <br />0:1-4 <br />+ <br />J <br />t0 (0 <br />(O (o + <br />O) J to <br />(D Cr (D (T <br />(D + t0 + <br />OlN � (.n <br />?, (P <br />0+ <br />� M <br />i <br />i <br />(n o <br />0 Co W <br />cn ao -0,O <br />4. 01 <br />(r <br />o— <br />o <br />o n3 0 o p o <br />o -4(h <br />o ao 0) <br />cn cn CY) 0 <br />3 (n <br />m <br />Sta 14+08 <br />Sta 15+60 <br />18"0 SDI. <br />18"0 SDI <br />_ <br />rateElev <br />Swale Flow <br />Line <br />Grate Eley 99.60 <br />—Back of Walk <br />Grate Elev =100.18 <br />99 180 <br />Invert match Existing <br />g <br />Invert match Existing <br />g <br />o <br />— <br />_ <br />xisting EP <br />_ ----- --- <br />100 <br />_... <br />— - - <br />_ _ _ —.-- - --.-. ... <br />...------ - <br />100 <br />_ <br />_ <br />in <br />-- -- --- --- <br />-- <br />S m <br />—_ — — — — ------------ <br />— — <br />V I. <br />—_ <br />_ <br />N <br />-- --- -------- <br />--------- <br />------------ <br />--- <br />--- <br />- -------- <br />-------------- <br />CAP <br />Existing 12"0 CMP <br />+ <br />T; <br />I <br />Existing 12"0 <br />CMP <br />Existing <br />Ditch <br />FL <br />12"0 CSP <br />95 <br />Existing SDI <br />95 <br />� <br />Sto <br />13+00 <br />14+00 <br />15+00 <br />16+00 <br />Sta <br />SCALE <br />20 <br />'°' <br />JACK TONE ROAD <br />SCHOOL <br />CROSSING IMPROVEMENTS <br />Sheet No. <br />COUNTY OF SAN JOAQUIN <br />HORIZONTAL <br />PLAN <br />PLAN AND <br />PROFILE <br />vERncAL4' <br />�' <br />4' <br />Lambert <br />Way to <br />Locke Road <br />4 of 7 <br />DRAWN BY DATE PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />QVincol 02,13 <br />