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0.25' A.C. 0.25' A.C. Overlay 0.25' A.C. Overlay 0.25' A.C. <br /> Overlay over Grinding and Leveling Course over Grinding and Leveling Course Overlay <br /> A.C. Trans. 1 1 ' 42' <br /> A.C. TransCL . <br /> 0 0 0 <br /> Const. o o n o <br /> N N (n N <br /> 30- <br /> r-j N O N B.M. Elev. (106.00) <br /> °' °' '�'- °' Q' Located at NW corner of <br /> + + + + <br /> N o oo v7 Mormon Slough Bridge <br /> W O N -+ <br /> ^, For Railling Details <br /> See Sheet 11 T ^0 <br /> � <br /> E.P. + ( YP•) �� �; ., For Railing Details ao <br /> oo See Sheet 11 (Typ.) + E.P. <br /> Cn RI NO. <br /> N J � <br /> C <br /> CD <br /> O (/) <br /> >OD <br /> � 24 25 2 27 28 29 <br /> Tn 0 f,. 31VV) <br /> CD <br /> 1 �� <br /> rn \\ <br /> E.P. <br /> v <br /> E.P. <br /> � C A B1 C D <br /> z Vert. Curve Vertical Curve Vertical Curve Vert. Curve Existing Fence <br /> o to remain in place <br /> > N N N q N N N N N <br /> y + .+, + m + W + M + + a3 M + <br /> o n / mO V 00< 0 0 0 0% j0 .. j <br /> N O + vW OWv 01 O + 00 <br /> p N <br /> O <br /> 00 O 4 00 OND N 0 <br /> O O <br /> Curve Dato 106.49 106.66 Curve Doto <br /> 108 A) L=60' R=1 12' __ __ C) L=118' R=177' 108 <br /> 13) L=87' R=184' 105.37 106.31 <br /> D) L=60' R=1 16' <br /> - 105.2 <br /> 106 - <br /> 103.97 1 I _ 103.58 106 <br /> 107.05 <br /> 104 102.10 106.18/ 104 <br /> y► PROPOSED ELEVATIONS 105.78 102.08 <br /> ' 104.60 <br /> Final Surface <br /> D 102 Final Surface __ 102 <br /> M _ 102,85 103.70 --- ---- ------------ - -- - <br /> --- 101 .63 EXISTING ELEVATIONS 102.33 <br /> � 100 _ � _ 101 .59 Existing Surface <br /> m [Existing Surfacel 100.96 100 <br /> 101 .74 ; <br /> O 50 60 70 80 90 1 10 20 30 40 50 60 70 80 90 1 10 20 30 40 50 60 70 80 90 1 10 20 30 40 50 60 70 80 90 1 10 20 30 40 50 <br /> 24 25 26 27 28 29 <br /> COUNTY OF SAN JOAQUINNO SCALE PLAN DUNCAN ROAD RESURFACING Sheet No. <br /> (Copperopolis Rood to State Hwy Route 26) 5 of 15 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> Enrique Silva 11/07 AWZI �o ���7 <br /> 9 0 07 t <br />