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w <br />N <br />STA. 167+ 00 ST <br />EXIST PAVEMENT <br />16 To REMAIN <br />0.40 1.14) <br />F06E of EA57- BOUND <br />+9.00 +8.60 +8.10 VN A ( 7RAYEL WAY+ / <br />8.50 <br />STATE HIGHWAY 12 <br />�5'F <br />G <br />5 <br />STA. 170+77.13 STATE HIGHWAY 12 <br />STA. 63+11.84 DE BROGGI ROAD <br />FUSE SPLICE DISCONNECT <br />EXISTING K5 PULL 90x (TYP) <br />+SAW CUT LINE +9.30 Ep - <br />�EDGE OF EAST 80UN <br />r ,rl WAY <br />i.ov 11_20 '11.60 <br />+9.70 +9.80 + T0.40 \ - - - - - - ra7o <br />+9.10 + 20 + 9.60 \ ! - - -9.80- - - - 6.70- <br />+ 8.00 + 7. 0 \ /0.8 165 }7.90 TOE OF 7.00 16 _ I <br />6.50 1 FICC 4 WHITE LIN - <br />1 <br />+ + 7.20 I I +8.10 <br />5.50 +7 007oo <br />I�I e rl-57 10A ✓EO 1 <br />TAOE'R <br />EA LANE TRANSITION <br />+7.00 <br />R/W--\,. <br />• 300.00'00•' <br />m <br />300.00' <br />5EE SHEET A/D 10) 0 20 <br />FOR NIGNGJAY /2 <br />5EC7'10n/ D5r4/L5 <br />500.00' <br />STA 170+77.13 STATE HIGHWAY 12 <br />STA 62+68.64 DE BROGGI ROAD <br />EXI5'f. PAVEMEQT <br />To REMAIN <br />TYPE 15 STANDARD, 15' MIN., <br />200W HPS LUMINAIRE AND <br />50 SLIP BASE INSERT <br />NO. 5 (T) <br />PULL BOX <br />1.80 11.90 <br />---11 Anj- - -+11.60 'c�` <br />12.20 <br />11.80+n`2.0 <br />2.50 <br />0 <br />+9.50 <br />------ 9 -9A -----°p ------ - - - <br />- - - <br />- -11L6Q - - - <br />� <br />- <br />+10.50 <br />EXISTING3 <br />- -STALE - - - - - -- ----�-1 - 10 -90 - <br />� , <br />- - - <br />- - 11.00 <br />\ <br />'< <br />i +6.60 <br />HIGHWAY 12 1060 N 10.80 <br />6.20 <br />4' WHITE UNE <br />10.90 <br />NO. 5 <br />I)RIVE WAY EP <br />- - <br />- - - <br />- <br />I <br />4 <br />--------------- °p------ <br />200.00' <br />/.i0 <br />172.87' <br />STATE HIGHWAY 12 <br />�5'F <br />G <br />5 <br />STA. 170+77.13 STATE HIGHWAY 12 <br />STA. 63+11.84 DE BROGGI ROAD <br />FUSE SPLICE DISCONNECT <br />EXISTING K5 PULL 90x (TYP) <br />+SAW CUT LINE +9.30 Ep - <br />�EDGE OF EAST 80UN <br />r ,rl WAY <br />i.ov 11_20 '11.60 <br />+9.70 +9.80 + T0.40 \ - - - - - - ra7o <br />+9.10 + 20 + 9.60 \ ! - - -9.80- - - - 6.70- <br />+ 8.00 + 7. 0 \ /0.8 165 }7.90 TOE OF 7.00 16 _ I <br />6.50 1 FICC 4 WHITE LIN - <br />1 <br />+ + 7.20 I I +8.10 <br />5.50 +7 007oo <br />I�I e rl-57 10A ✓EO 1 <br />TAOE'R <br />EA LANE TRANSITION <br />+7.00 <br />R/W--\,. <br />• 300.00'00•' <br />m <br />300.00' <br />5EE SHEET A/D 10) 0 20 <br />FOR NIGNGJAY /2 <br />5EC7'10n/ D5r4/L5 <br />500.00' <br />STA 170+77.13 STATE HIGHWAY 12 <br />STA 62+68.64 DE BROGGI ROAD <br />EXI5'f. PAVEMEQT <br />To REMAIN <br />TYPE 15 STANDARD, 15' MIN., <br />200W HPS LUMINAIRE AND <br />50 SLIP BASE INSERT <br />NO. 5 (T) <br />PULL BOX <br />1.80 11.90 <br />---11 Anj- - -+11.60 'c�` <br />12.20 <br />11.80+n`2.0 <br />2.50 <br />10.00 <br />\ I61 <br />$'SHOULDER _ - - � � <br />7.Or] i 171 <br />R <br />+ - Ep- <br />I - - <br />roE of F/GG 6.30 <br />1.5"C-210 <br />7.30 <br />RI/ 5145 <br />C-'41121 PDNo <br />R'S0, <br />\ <br />roE of Fi+ <br />i +6.60 <br />�'� ( <br />6.20 <br />4' WHITE UNE <br />112 E><15f. GRAVEL 4' WHITE UNE <br />NO. 5 <br />I)RIVE WAY EP <br />EP PULL BOX <br />- To ['SE REMOVED4 <br />7.13' <br />I <br />200.00' <br />172.87' <br />E/B RIGHT <br />0' 12(�' <br />W/B LEFT TURN DECEL <br />TURN LANES <br />I <br />& STORAGE LANE <br />I <br />STATE HIGHWAY 12 1 <br />SCALE. HORIZ 1•-50' <br />VERT 1'= 2' <br />z <br />V -- <br />Lu <br />w <br />N <br />Lu <br />W <br />N <br />W 17 <br />NOTES. <br />1. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION <br />STANDARD PLANS do SPECIFICATIONS. <br />2. DURING CONSTRUCTION AT STATE HIGHWAY 12 7RAF IC FLOW SHALL BE MAINTAINED BY CONTRACTOR AS PER 'MANUAL <br />OF TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK ZONES' OF THE DEPARTMENT OF TRANSPORTATION. <br />3.REFER TO FIGURE 405.7, PUBLIC ROAD INTERSECTION, WITH 50' RADIUS RETURNS AS SHOWN IN CAL <br />�TRANS HIGHWAY DESIGN MANUAL. <br />ll�-s <br />0 <br />m <br />z <br />W <br />LOA <br />h <br />W <br />N <br />5EE 5HEE7 3/3g <br />