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f <br /> a3MVila 31A4MN 3113 <br /> I <br /> i <br /> i <br /> f <br /> I <br /> I <br /> 0.17' A.C. Overlay <br /> 1100 <br /> h� T� <br /> tix ods f <br /> See Railing Detail 4, 50 <br /> Pae 5. <br /> eta' y k'F ` A <br /> i <br /> tK \ \ ■ Exist. C.G.&S. to 0 <br /> 4 �KOG� remain in place. / / Q0 <br /> Cj <br /> � � •• . // III I <br /> 0.25' A.C. Overlay VA — <br /> ,o, <br /> •% 14• II 1 <br /> \ \ ' � � 00 • � 2�5� 1� � I <br /> \ • '• • 15'� <br /> I <br /> 4'0\ \ \••• ro(° 14.5't SCALE: 1 " = 40' <br /> \ \ \ \ + <br /> \ \ <br /> \ \ CL <br /> . \ \ �� Replace Traffic Signal Loop d <br /> 1�Q \ \ ••. \ C000 Detectors — See Detector n g <br /> Loop Detail 2, page 6 +N 0 o <br /> Exist. C.G.&S. to °j '• .; X 0 Nm <br /> �o \ N + , Exist. C.G.&S. to Construction <br /> remain in place. \ •• — ■ o.o ca X rn,v_, <br /> \ •• .. •• 4� — — — — — —NW _ — w �w remain in place. <br /> \ S <br /> qui C <br /> 1 � •• G rr 1 O \ •a'• •• « .. .. .. .. ... — Nw - - - - - - - - - - - - - - - - - -E—P— — — — — — — — <br /> dts O 4 0\ �� •• . — <br /> - - - - - - - - - - - - - - - - - - - - - <br /> ' N Existing Traffic Loops D° <br /> (a ;o <br /> LO 4' � <br /> ■ = 87 L, 71 72 C� 73 74 N <br /> i <br /> 4 ' 68 89 70 <br /> � c <br /> Replace Traffic Signal Loop / Q Exist. Concrete Curb N a <br /> Detectors — See Detector to remain in place. <br /> Loop Detail 1, page 6A / E.P. <br /> • 0 <br /> �1 0 <br /> u <br /> • 2 <br /> I I Remove Exist. Roadway and rn 0 <br /> I Place 150' x 12' P.C.C. so <br /> I : pavement 1' thick. See <br /> Exist. Concrete Curb ` ^A section, this page. U)I I <br /> to remain in place. I 0 0' <br /> II ' <br /> Ci <br /> I I Q i <br /> I • • � N <br /> I I « • 0 •00' 0 <br /> I I I <br /> II I <br /> Q . 55' 3' 40' <br /> I 55't 10' <br /> II II 40 f <br /> II II I 4' Existing Concrete median 12' 12' 16' 6' <br /> II o II to remain in place. I <br /> I II � II I <br /> _Vor. Var._ Vor. <br /> Conform <br /> U — � <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ;,.:�� ,-..,�� �� _ � <br /> II - - - - — <br /> — — — — — — — — J Shoulder Backing <br /> Existing A.C. <br /> Existing Roadway Base 0.12' Asphalt Concrete 1.0' P.C.C. Pavement <br /> I <br /> r <br /> SCHULTE ROAD <br /> SECTION A—A <br /> i <br /> SCALE: NO SCALE <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> _ COUNTY OF SAN ,10AQUIN SCALE AS SHOWN PLAN MOUNTAIN HOUSE PARKWAY RESURFACING N0. SHEETS f <br /> �' / 500' south of Interstate 580 to 1,100' south of Interstate 205) 4 7 <br /> lo9—k-�� (��� � �/21�03 ��ler�u�l�iv z�3 <br /> -1 —L <br /> FILE NAME I DRAWER SHEET N0. ACAD REVISIONS DATE <br /> i <br /> i <br />