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60' AC Trans <br />■ <br />45' <br />h <br />0.25' AC <br />U) <br />r+ <br />0 <br />V) <br />r+ <br />� <br />Overlay <br />ConcreteRemove <br />Variable <br />Cn <br />MOO <br />v7 <br />- <br />J <br />AC Frontag <br />Q <br />o <br />con <br />(D0 <br />(D <br />L I V E <br />(D <br />(DD + <br />N <br />N <br />r'" O <br />O <br />EP <br />60' AC Trans <br />■ <br />45' <br />h <br />17 <br />■90' Remove and 35' 1 ■90' Remove and <br />Replace 0.20' AC Replace 0.20' AC <br />0:3o xa" 0 o pDo� <br />N C a l N N i 1 7 0 <br />O �� 0 O O 0 <br />4 3300 <br />Jl o w <br />Const U' ® 0c) <br />Existing Metal Beam <br />Guard Railing to remain <br />in place (Typ) <br />0.25' AC 1 60' AC Trans <br />Overlay <br />Replace <br />U) <br />r+ <br />0 <br />V) <br />r+ <br />� <br />fi <br />D <br />ConcreteRemove <br />Variable <br />Cn <br />MOO <br />0) <br />- <br />J <br />AC Frontag <br />00 <br />O <br />o <br />con <br />17 <br />■90' Remove and 35' 1 ■90' Remove and <br />Replace 0.20' AC Replace 0.20' AC <br />0:3o xa" 0 o pDo� <br />N C a l N N i 1 7 0 <br />O �� 0 O O 0 <br />4 3300 <br />Jl o w <br />Const U' ® 0c) <br />Existing Metal Beam <br />Guard Railing to remain <br />in place (Typ) <br />0.25' AC 1 60' AC Trans <br />Overlay <br />Replace <br />U) <br />r+ <br />0 <br />V) <br />r+ <br />� <br />fi <br />D <br />ConcreteRemove <br />Variable <br />Cn <br />o <br />Const —y <br />--- Existing <br />No AC on <br />Bridge <br />90' Remove and Deck 90' Remove and <br />Replace 0.20' AC Replace 0.20' AC <br />60' AC Trans <br />■ 45' 1 <br />(n N (n (n <br />D a a o <br />+ MIA co <br />co <br />+ + + + <br />con c` ri o 0 <br />❑1 ❑3 <br />Bridge <br />29C-300 <br />ELEVATION <br />60' AC Trans 1 0.25' AC <br />Replace <br />and <br />0.20' AC <br />fi <br />D <br />ConcreteRemove <br />Variable <br />Depth Asph <br />• <br />I <br />cfl <br />cfl <br />Existing <br />AC Frontag <br />(n N (n (n <br />D a a o <br />+ MIA co <br />co <br />+ + + + <br />con c` ri o 0 <br />❑1 ❑3 <br />Bridge <br />29C-300 <br />ELEVATION <br />60' AC Trans 1 0.25' AC <br />Notes: <br />❑1 Existing 0.05' grade differential from bridge deck down to AC pavement <br />❑2 Existing 0.10' grade differential from bridge deck down to AC pavement <br />❑3 Contractor shall conform to existing concrete bridge deck <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Juan Acevedo 12/12 j lj'a L 14L:, <br />0.25' AC Overlav <br />Pa <br />�9 94 <br />�Nb <br />County <br />NO SCALE PLAN LIVE OAK ROAD RESURFACING <br />(State Route 99 Frontage Road East to Furry Road) <br />DATE CHECKED DATE <br />NCf) <br />�(D <br />o(D <br />N Cf) <br />N S <br />+ ((DD <br />N fi <br />Sheet No. <br />5 of 8 <br />Overlay <br />fi <br />D <br />fi <br />o <br />cfl <br />cfl <br />rn <br />cn <br />00 <br />O <br />Notes: <br />❑1 Existing 0.05' grade differential from bridge deck down to AC pavement <br />❑2 Existing 0.10' grade differential from bridge deck down to AC pavement <br />❑3 Contractor shall conform to existing concrete bridge deck <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER <br />Juan Acevedo 12/12 j lj'a L 14L:, <br />0.25' AC Overlav <br />Pa <br />�9 94 <br />�Nb <br />County <br />NO SCALE PLAN LIVE OAK ROAD RESURFACING <br />(State Route 99 Frontage Road East to Furry Road) <br />DATE CHECKED DATE <br />NCf) <br />�(D <br />o(D <br />N Cf) <br />N S <br />+ ((DD <br />N fi <br />Sheet No. <br />5 of 8 <br />