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a3MV60 3wVN 1111 <br /> a giiii 100' A.C. Trans. <br /> 0 <br /> 3 <br /> 20'■ 40'■ <br /> 0 0 0 <br /> 0.25' q.0 Overlay <br /> m ou ao <br /> + + + Const. <br /> 0 <br /> o 0 0 o E.P." <br /> lc / V 01 <br /> 184 185 186 187— 188 — <br /> 189 <br /> rn <br /> - - - - - - - - - - o 0 o E.P. a? rn 195 <br /> 190, <br /> 0 � aoaE.P. <br /> io <br /> O N O <br /> 0 c 00 co 196 <br /> U V l0 <br /> W W W <br /> 197 <br /> E.P. <br /> BEGINNING OF, PROJECT . 198 <br /> Const. <br /> a <br /> N <br /> 32' A.C. 0.00' R )g9 <br /> , <br /> Trans. ■ <br /> 15' 0.08' i <br /> 25't Exist. A.C. Dike to <br /> < Z i remain in place. <br /> M <br /> C D i Sto. 198+31 (40' Rt.) q) <br /> Adjust Exist. Survey Monument <br /> D ( Frame and Cover to final grade <br /> 0.25' A.C. Overlay \\ \ 0.80' P.C.C. Pavement 0.25' A.C. Overlay <br /> k50 <br /> Seo 6 <br /> \\ \ \\\ Ato <br /> 100'■ ley > remain in place. 100'0 <br /> \ \ \ cn W A P rn cn in <br /> o 0 0 0 <br /> V V V V <br /> \ See Railing Detail 1 , sheet 5. + + Exist. M.B.G.R. to + + <br /> p0' \ NYS o0 00 remain in place. 0 0 <br /> R <br /> Const. � � � <br /> R o N R \ N O <br /> cn R i _ E.P. 2 / r 2 o <br /> rn <br /> -----------_ ----� E.P. <br /> rn rn to <br /> 6 274 c�D <br /> o 218 219 220 272 273• 275 <br /> 276 J <br /> a? 1 14'f — — rn rn rn J 277 278 279 280 <br /> C E.P. \ E.P. <br /> • R Exist. M.B.G.R. to �p R R <br /> Opo R remain in place. o- <br /> / Sta. 275+52 (Mariposa Road <br /> n = Sta. 5+00 Jack Tone Road <br /> ��• See Railing Detail 1 , sheet 5. � <br /> -o <br /> Apply Fog Seal Coat to paved <br /> \ \ shoulders at a rate of 0.04 to <br /> \Q \�\ V, pl 0.05 gallon per square yard. <br /> Remove Exist. Roadway and <br /> \ \ Place 150' x 12' P.C.C. <br /> \ \ \ pavement 1 ' thick. See <br /> section, this page. 0 <br /> z <br /> LEGEND \Q E.P, <br /> Cr <br /> Variable Depth Asphalt Concrete Overlay. �o�ODSS/pyo o <br /> P P Y ti � Mq p/F o <br /> 0.00 Depth of Asphalt Concrete Pavement Planing. w 4 ^ of <br /> N r No. 38465 < <br /> ■ Limits of Asphalt Concrete Pavement Planing. o O <br /> � k Exp. 3-31-05 <br /> R Conform to Existing Radii. o E P Coafotn ATF OF Vt \ ��� Q <br /> Adjust Survey Monument Frame and Cover. 6 16 <br /> 4D Storm Drain Inlet to remain in place. <br /> ® Portland Cement Concrete Pavement. <br /> \\ \��� \ Peter D. Martin <br /> REGISTERED CIVIL ENGINEER 38465 w <br /> ® Apply Fog Seal Coot. �Q 0o <br /> \\ 0-\\ d <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> MARIPOSA ROAD RESURFACING SHEET TOTAL <br /> �. Aqullar ,e, 03 % � ,do � COUNTY 0 F SAN J OAQ U I N SCALE 1 " = 40' PLAN No. SHEETS <br /> �;�,�e2f (0.4 mile east of Austin Road to Gawne Road) 3 6 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> E:\Projects\Mariposa (22591)\Plans\Moriposo All.dwg <br />