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r. <br /> 'ON 133HS 63MV60 3WVN 3-11J <br /> LEGEND \ <br /> ® Variable-Depth Asphalt Concrete Overlay \ \ <br /> L-_-u Environmentally Sensitive Area \ \ <br /> 0.00 Depth of Asphalt Concrete Pavement Planing \ \ <br /> ■ Limits of Asphalt Concrete Pavement Planing \ � \ <br /> BEGINNING OF PROJECT <br /> R Conform to Existing Radii <br /> !; Existing monument frame and cover to remain in place \ \ \\ \ <br /> \\ \\ ��ti 100' A.C. Trans. <br /> Place monument frame and cover. Co 0.25' A.C. Overlay <br /> O <br /> See Sheet No. 8 for Locations and Quantities <br /> (Refer to Improvement Standard No. CW-M1) I \ Co\�o , ■ <br /> \ `\ 50' <br /> ® Existing monument frame and cover to be adjusted. � o 0 <br /> 0 <br /> See Sheet No. 8 for Locations and Quantities Construction <br /> (Refer to Improvement Standard No. CW-R36) \� <br /> i \ R EP + <br /> Cn EP U)01 °' at <br /> • 01 rn to <br /> 595 596 - 597 635 a' <br /> - - - a, ® rn 636 <br /> + 637 rn 674 675 ® 676 677 f <br /> — - , R rn EP 20' A.C. 0.00' <br /> \ Q Trans. ■10' 010 R EP <br /> Conform <br /> � lo � ol <br /> o � I �totoI <br /> o <br /> o IBJ �I <br /> CD <br /> O <br /> U) <br /> \ \ rD <br /> \\ 0 \ <br /> XN <br /> n \ \ <br /> O \ \ \ <br /> O <br /> U) <br /> ,;0 <br /> O I <br /> I � Q II . <br /> 0.25' A.C. Overlay 45' 55 <br /> A.C. Trans. 0.25' A.C. Overlay <br /> 0.10 16' 16' <br /> Conform 4+22 ■33. o ■12 <br /> 0 Sta. 726+00 to Sta. 727+27 (Lt.) <br /> ■ \ Existing Crossdrain to remain m o m D Earthwork (Misc. Areas) <br /> D " \ a ° o o Refer to Sheet No. 2 for details <br /> n <br /> Ln R & D 119 L.F. of AC Dike o 9 rn <br /> 0.00 Place 34 L.F. � � 0 "J o R & D 149 L.F. Exist. Dike ■400' <br /> J IQ <br /> Place 152 L.F. A.C. Dike (Type C) <br /> COf1StrUCtlOn of AC Dike + v+ <br /> n o' <br /> R & D 60 L.F. of AC Dike ^ R + (Type C a w 0 + u <br /> cn YP ) -, <br /> O V V <br /> rn fl EP rn Existin Dike to remain T "_ _- __ _=_====_______ ___= - ------ ------- p a � � o CA � <br /> 9 ( YP) <br /> - - - <br /> O J o EP o ++ U + � + oo + <br /> o a III rn Z - - - - - - - - o o Ln <br /> oo EP <br /> rn I 704 BRIDGE 29C-163 _ <br /> 705 706 717 718 723 �=�724 - — - — -725 - - — - °iC_ rn726 77 2 <br /> z• EP i J (NOT PART OF PROJECT) rn 733 m 7iQ = 744 �� <br /> .« R� C4 1 cn - - - - - - - - - - - - - - - - - - - - - - - - o <br /> "41 <br /> \ I7Refer <br /> a_______________ ro R & D 8 L.F. Exist. Dike + EP EP <br /> --------------------- o cn <br /> / 00 - - - Place 35 L.F. A.C. Dike (Type C) <br /> Existing Crossdrain to remain \ R & D 103 L.F. of AC Dike � <br /> �R c� + <br /> / 22+84 to Sto. 724+00 (Rt.) Existing Dike to remain (Typ) <br /> R & D 82 L.F. of AC Dike work (Misc. Areas)to Sheet No. 2 for details <br /> I <br /> v R & D 111 L.F. Exist. Dike <br /> n 0.00 Place 144 L.F. AC Dike (Type C) <br /> z <br /> 7 Q <br /> N <br /> 0_ <br /> D <br /> Conform 1 <br /> 6+ 9 116' 116 <br /> ° 10 IREFER TO SHEETS 5 — 7Ld <br /> 0 FOR BRIDGE RAILING DETAILS Q <br /> No. 38455 O <br /> * <br /> Exp. 3-31-05 <br /> w <br /> qTF c V11. OQz <br /> OF Opt\F <br /> Y <br /> SCALE IN FEET �/ Q <br /> Jir— <br /> o 50 100 200 300 <br /> Peter D. Martin z <br /> Registered Civil Engineer F- <br /> U <br /> w <br /> AWN BY DATE PROJECT ENGINEER DATE CH DATE APPROVAL RECOMMENDED DATE p <br /> �D D SHEET TOTAL a <br /> COUNTY OF SAN .JOAQUIN SCALE AS SHOWN PLAN JACK TONE ROAD RESURFACING NO. SHEETS <br /> FILE NAME DRAWER SHEET N0. ACAD ;" REVISIONS DATE <br /> (State Highway Route 26 to Mariposa Road) 3 8 <br />