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PLANING ASPHALT SHOULDER BACKING <br /> Con st. Edge of Pavement <br /> Widening A A CONCRETE PAVEMENT Location Quantity <br /> —� Var. 16' — 28' --- -- — <br /> Q I I Location Quantity E aht Mile Road <br /> Var. 12' — 24' 4'f Ll _ U Sta. 38+25 to Sta. 42+25 (Rt.) 18 C.Y. <br /> =�ht Mile Road Davis Road <br /> Existing Sta. 38+25 to Sta. 42+25 (Rt.) 178 S-Y. Sta. 102+55 to Sta_ 106+30 (Rt.) 13 C.Y. <br /> Surface 0.10' Grading Plane D Davis Road <br /> Sta. 102+55 to Sta. 106+30 (Rt.) 42 S-Y- Total 31 C.Y. <br /> Total 220 S.Y. <br /> Existing <br /> Roadway MANHOLE (Storm Drain ) <br /> PLANING DETAIL 1 NOTE: A.C. Surfacing & PLAN VIEW <br /> Widening not EARTHWORK Location Quantity <br /> Sta. 38+25 to Sta. 42+25 (Rt.) shown for clarity <br /> I��y�,_R��ad <br /> (Roadway Widening) ';t,, 102+81 (Rt ) 1 Each <br /> - — - 20" Sta 106+00 (Rt.) 1 Each <br /> Location Quantity <br /> Total 2 Each <br /> Const. Edge of Pavement Eight Mile Road <br /> Widening Sta. 38+25 to Sta. 42+25 (Rt.) <br /> Var. 12' — 24' 1 1/4'1 Davis Road 1 Lump Sum <br /> Sta. 102+55 to Sta. 106+30 (Rt.) <br /> Var. 11 ' - 23' — 1 'f �- ��4" * 24"0 STORM DRAIN INLET <br /> Existing <br /> Surface 0.10' �- Location Quantity <br /> Grading Plane — <br /> 5811 Davis Road <br /> Sta. 106+37 (Rt) 1 Each <br /> ...__ _..__ _.. <br /> ASPHALT CONCRETE <br /> Existing —� (Type B ) <br /> Roadway <br /> Location Quantity p 24"0 ALTERNATIVE DRAIN PIPE <br /> PLANING DETAIL 2 SECTION A—A <br /> Eight Mile Road (Type A) <br /> Sta. 102+55 to Sta. 106+28 (Rt.) <br /> Roadway Widening 96 Tons <br /> Davis Road <br /> Roadway Widening 82 Tons Location Quantity <br /> Total 178 Tons Davis Road <br /> Sta. 102+81 to 106+00 (Rt.) 319 L.F. <br /> Sta. 106+00 to Sta. 106+37 (Rt.) 42 L.F. <br /> Frame & Cover A Total 361 L.F. <br /> #5 Rebar (Typ.) - <br /> I ASPHALT CONCRETE <br /> - BASE ( Type B) <br /> � • FRAM/ES AND COVERS� I \ <br /> Location Quantity Manhol )e <br /> A — 2'0 opening — Eight Mile Road Location Quantity <br /> Grout smooth all edges Roadway Widening 165 Tons <br /> of pipe opening Davis Road Davis Road <br /> PLAN VIEW Roadway Widening 152 Tons Sta. 102+81 (Rt.) 1 Each <br /> Total 317 Tons Sta. 106+00 (Rt.) 1 Each <br /> Refer to S.J.Co. Std. S-4 for GRATE DETAIL Total 2 Each <br /> Frame & Cover details and / I5" STORM <br /> TOP M <br /> this sheet for Grate Detail - ` f� 1_ ' <br /> #5 Rebar 3" DRAIN INLET) <br /> Refer to SA-Co. Std. D-16 IMPORTED BORROW • FRAMES AND GRATES (S. D. I . ) <br /> * Precast reinforced concrete cone <br /> (18") and/or grade adjustment rings Location Quantity Location Quantity <br /> -- 8" min. shall be used as required to <br /> (Typ ) adjust Frame & Cover to grade Dads Road Davis Road <br /> 8" min. (Adjustment rings — 12" max.) Sta. 102+55 to Sta. 106+30 324 C.Y. Sta. 106+37 (Rt-) 1 Each <br /> — Class B <br /> Conrete • Denotes Miscellaneous Metal <br /> SECTION A—A * Denotes Miscellaneous Facilities <br /> t,eXry 0 Allowable Alternative Drain Pipe <br /> STORM DRAIN MANHOLE & STORM DRAIN INLET <br /> Type A = Reinforced Concrete <br /> Pipe (Class V) <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPRCVAL E 'OMMENDED JTF SHEET TOTAL <br /> --- ----- - - - CONSTRUCTION NOTES & EIGHT MILE ROAD AND DAVIS ROAD _ _ _ <br /> Carole Griffin 1 ,96 _ __ - -- _ _ - -- ----- -____-- _ __ -- _ - — _ _-- -_ - __ -_ _ COUNTYOF SAN JOAQUIN NO SCALE N0 SHEETS <br /> �1 � �� '' "� �' SUMMARY OF QUANTITIES (Right Turn Widening) 3 3 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONS DATE <br /> \carole\davis_8\plan\dn <br />