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N <br /> Const Const. French Camp Rd. "Ii 3 PAVEMENT REPA/R <br /> 2 loco/ions (rAo. CC 1.50=`1t• tiPt• ) 107 S. y 3 <br /> Limits of Eorthwork (Mist. Areas) o <br /> A Limits oe Clearing Grubbing a 2/O Trons o i <br /> 8' 4' /2' /Z' 4 8' <br /> °� / Conform <br /> y y �// I 5M.. 88+85 ' <br /> _ Vor. ' Vor. 0./0'(TyP) r - - - -Exist <br /> EARTH WORK OVisc. Areos ) <br /> Vor. L Oct?tion 4vontity <br /> Yor. �i Yor, % <br /> `Imported Borrow � 66 87 ti 89 Sto. 42 t BO to Sto. 88 f . 4 6 to. <br /> Conform Exist. E.P3 <br /> � X0.2/' Asphalt Concrete (Over/oy) <br /> R <br /> Existing RoodwoyLe e,�/�d Conform to Exist <br /> Sto. 55 too to sto. 60 t 50 ® <br /> O.Z/1 A.C. Over/ay Radii \� IMPORTED BORR 0 W <br /> � of <br /> increase overley thickness to P y Ln QUontity <br /> TYPICAL SE MON 0.40'and edge thickness to 0.25' ® Vor. Depth A.C. Over/o I Loco tion <br /> Limits of Moi/box Re/ocofion <br /> FRENCH CAMP ROAD Slat 42 a0 fa sta. 88*Bs ¢ts c.y <br /> (S to. 42 t 80 to Sta. 88 t 85) FRENCH CAMP ROAD <br /> C " <br /> { (W PR.R. to Airport Woy) @ AIRPOR T WAY <br /> No Scale <br /> DRI VE WAYS ( Type E <br /> 24 locations 527 5Y <br /> V� ASPHALT CONCRE TE <br /> Loco tion CJ1/470tht <br /> Const. french Comp Rd. Roadway 2,403 Tons <br /> Conform to Fxis•t / IntertectioAs <br /> Type E - Vor depth A. C. over Conform 'fodii <br /> � L7udley Rd /0 Tons <br /> existing materia/ <br /> Airport Way 5 Tons <br /> Orivew <br /> y o s 44 Tons <br /> *R= Conform to Existing Conform to Exist v <br /> (/2' min. ) ti N Pavement Repair 42 Tons <br /> A. C. Oike 4 Tons <br /> H <br /> 5b 57 5 ti Tocol 2,508 Tons <br /> Legend A99reyoles 2,382 Tons <br /> TYPICAL DRIVEWAYPaving Aspha/t /26 Tony <br /> ® 0.40 A.C. Over/oy <br /> ® Yor Depth A.C Overly <br /> _FRENCH CAMP ROAD DUDLEY R0. PL A CE 0. /7 ' ASPHA L T CONC. A9/KE <br /> No Scale <br /> L ocotion Quon City <br /> Ste. 42 t 80 to S't,fl 46 t30 (Lt.) 320 L.F. <br /> See Mote Const French Comp Rd. Sto. 43 t70 to Sta. 46 7L.30 (Rf. ) 230 L./7 <br /> Exls ting S'arfoce R. 0 D. Existing Oikt - Place 0./7'A.C. Dike (Refer to S.P A7,3-8} <br /> roto/ 5570 L.)=. <br /> , v <br /> — — — — — — o `y�X •sem r � o :� <br /> 0 50'A. C. ti V See General +° C <br /> Note N NE <br /> Widfh /englli and /ocofion to be 42 N a3 44 45 <br /> determined by the En9ineer - - - - - -- <br /> \����� Conform ��'s - \ o \��� �• �� <br /> %nI <br /> PAVEMENT REPAI/P DETAILS V7 0.,?/, '4 C' Over/oy <br /> \A 9� Yar Oe th A.C. Overlay GENERA L /V0 TES : <br /> No Scale \\� \ �s.� /. Imported Borrow - R - Volue requirement shall be SO min. The R- Value <br /> requirement sholl be woiveo' provided the Sand Equivalent Volae is ZO or more. <br /> 2. Cooperation - Attention is directed to Sec. 7-/.14 of the Stondord Specifico- <br /> tions. Paving operation sha// bt eoaoll;wled with roilrood 7'orcer retool- <br /> trucfiny crossing. <br /> FRENCH CAMP ROAD W P. R. R. <br /> No Scale <br /> INTERSECTION DETAILS <br /> TYPICAL SECTION, INTERSECTION DETAILS FRENCH CAMP ROAD <br /> .. 1 <br /> .../0177 �Lr la/� ii/77 CONSTRUCTION NOTES & DETAILS 7 7 <br />