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TRAFFIC ITEMS PAVEMENT MARKER _ (N) (N) _ C7 ww C7 > > > U Z H H H- z H Z_ Z_ � < 0- (L 1 IVB OJ d d Z O J J = J J W W w > w 2 W F- > > O z ww ww Ww IL > � > O zW y cn pcn O � THERMOPLASTIC TRAFFIC STRIPE w 0- w d w (L O z J Z = H J U W V U Z SHEET No. LINE Q Q � � � � � � � W U � UW = Q > U- wU- ww STATION U t— O O O 2 w -- w >- u- p W W U- p w F- = w U- U- " U w > DESCRIPTION 4" WHITE 4" YELLOW 6" WHITE 8" WHITE ~ EL ~ ~ a FROM TO LT/RT LF LF LF LF EA EA EA SQFT LF LF EA LF LF SQFT PD-1 "F" 520+00 529+15 RT 915 REMOVE DETAIL 6 _ PD-1 "F" 520+00 529+15 RT 22 183080 PD-2 "Flo 529+15 531+50 RT 235 REMOVE DETAIL 6 PD-2 17" 529+15 532+50 RT 22 670 30 PD-2 „F„ 532+50 RT 25 TYPE I ARROW ... PD-2 "F" 532+50 RT 25 TYPE I ARROW _ --- PD-2 "F" 532+50 533+91 RT 29 564 14 PD-2 "F" 532+50 533+91 RT DETAIL 29 RT 7 PD-2 "F" 533+91 538+70 RT/LT 25 - -- - ___ _ 479 11 - "F" 533+91 538+70 RT 25 479 PD-2 "F" 1 531+50 538+70 RT 27B 720 PD-2 "F" 531+50 538+70 RT/LT 27B 720 _ PD-2 "F" 533+74 538+70 RT 12 496 11 PD-2 "F" 538+12 538+70 LT 12 58 2 PD-2 "F" 538+30 LT 42 TYPE VI ARROW PD-3 "F" 538+70 544+80 LT 12 610 14 - PD-3 "F" 538+70 544+80 RT 12 610 14 - PD-3 17" 538+70 544+80 RT 276 610 PD-3 "F" 538+70 542+79 LT 27B 409 PD-3 "F" _543+75 544+80 LT 27B 105 PD-3 "F" 539+50 LT 42 TYPE VI ARROW —. PD-3 "F" 539+80 LT 15 TYPE IV (L) ARROW PD-3 "F" 541+00 LT 42 TYPE VI ARROW PD-3 "F" 542+50 RT 15 TYPE IV (L) ARROW PD-3 "F" 538+70 543+10 RT/LT 25 440 10 -- PD-3 "F" 538+70 543+10 LT 25 440 10 PD-3 "F" 539+38 542+08 RT 38 270 12 - — _ -- - "' 542+03 542+95 LT 27C 92 PD-3 "F" 542+08 543+26 RT 38 118 6 PD-3 "F" 542+08 543+26 RT 38 118 6 - 542+95 543+14 RT 25A 120 6 _ - "F" 542+95 543+14 RT 27B 19 PD-3 "F" 543+01 LT 10 _ NOSE OF RAISED CONCRETE MEDIAN PD-3 "F" 543+01 RT 10 NOSE OF RAISED CONCRETE MEDIAN PD-3 "F" 543+40 543+75 RT 36 125 6 PD-3 "F" 543+75 544+60 RT 27C 85 PD-3 "F" 543+23 544+80 RT/LT 25 162 4 PD-3 "F" 543+23 544+80 RT 25 157 4 - PD-3 "D" 605+50 606+35 CL 22 170 10 PD-3 "D" 606+35 RT 45 LIMIT LINE PD-3 "D" 606+30 RT 22 STOP LEGEND —. PD-3 200+45 201+90 LT 27B 145 PD-3 201+90 203+00 LT 27C 110 _. PD-3 "E" 203+00 204+30 LT 27B 130 _- _ _ PD-3 "E" 200+36 LT _._ 10 NOSE OF RAISED CONCRETE ISLAND _ _ _ _ _ - PD-3 "E" 200+59 LT 10 NOSE OF RAISED CONCRETE ISLAND PD-3 "E" 1 200+82 201+90 CL 22 216 12 - PD-3 "E" 201+90 204+30 CL 2 240 6 PD-3 "E" 200+45 202+97 RT 27B 252 PD-3 "E" 204+14 204+30 RT 27B 16 — PD-3 "E" 200+45 LT 20 LIMIT LINE PD-3 "E" 200+46 LT 22 STOP LEGEND PD-3 "E" 205+20 LT 31 AHEAD LEGEND PD-3 "E" 205+20 LT 22 STOP LEGEND PD-3 "O" 700+13 700+90 RT 27B 77 SHEET TOTAL 5264 1 5847 _0 751 77 50 152 368 10 30 7 1150 (N) NOT A SEPARATE PAY ITEM, FOR INFORMATIONAL PURPOSES ONLY 0 REGISTERED CIVIL ENGINEER V ICHAEL A. SANCHEZ 5/20/2005 No. C60254 PLANS APPROVAL DATE EXP. 06-30-06 'f Quincy Engineering, Inc. �f4 CIVIL a�Q DRAWN BY DATE 3247 Ramos Circle lF 0 CpUF Sacramento, CA 95827 PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE PAVEMENT DELINEATION LOWER SACRAMENTO ROAD IMPROVEMENTS SHEET TOTAL MICHAEL A. SANCHEZ 5/18/05 KEITH D. RHODES 5/19/05 j� rl� Slj COUNTY O F SAN J OAQ U I N NO SCALE N0. SHEETS FOR REDUCED PLANS ORIGINAL QUANTITIES PD-9 HARNEY CURVE PROJECT 87 96 o i FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE z s �' 6 q!' SCALE IS IN INCHES I I I I I I si 66rqu.dwg, Fri, 20 May 2005 — 4:58pm, wendyt