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CLASS 2 AGGREGATE BASE I2&*",4 R. C. DRIVEWAY PIPE (CLASS IY) <br /> Location Quantity L ovation Ouantify <br /> . Sta. 5tl0 to Sta. 50*80 /, 097 C. Y. <br /> See Plan Sheets 636 L.F. <br /> Hibbard Rd. Intersection 2 G.Y. <br /> Driveways Type A ) 89 C. Y. <br /> To to 11 l88 C.Y. <br /> ALLOWABLE ALTERNATIVE P/PE <br /> Type A R. C.P. Class Y ), - <br /> A. C.P. (Class Y ) , <br /> ASPHALT CONCRETE (TYPE B ) C. s. P (0. 079" Thick ) <br /> Location Quantity <br /> Main Line -Sta. 51L/D to Sta. 5/,00 /, 135 Tons <br /> CLEARING GRUBBING Jack Tome Rd. Intersection None <br /> /8""# R. C. DRI!/EI/YAY PIPE (CLASS IZI <br /> Location Quantity - Hibbard Rd. Intersect1617 2 Tons <br /> Drivewa s (Type A ) 92 Tons Location Quantity <br /> Sta. 516/0 to Sta. 5/ 00 Lump Sum y yP <br /> Total 1, 229 Tons See Plan Sheet #3 /50 L.F. <br /> ROADWAY EXCA VA TION <br /> Location Quantity /8"" ii AL TERNA TI VE PIPE T YPE A ) <br /> Sta. 5t/0 to sta. 50t80 2, 584 C. Y. Location Quanfity <br /> Sta. 38150 X - Drain 34 L.F. Conform to Edge of Pavement <br /> R - /0' & 20'RIW <br /> DRIVEWAYS R = i¢' e 25'�.30'R/w <br /> Quantities 2I"",d ALTERNATIVE PIPE (TYPE A ) v <br /> Location Type A Type B Location Quanfity <br /> No. S.Y. No. S. Y. R/w R/w <br /> S ta. /0 *50 X -Drain 34 L.F. Conform to Erlvifv <br /> /2' min. <br /> See Plan Sheets 28 866 7 207 Sta. 3/ 125 X -Drain 34 L.F. <br /> Type A = 0/2'A.C. over 0.33'A R (C/ass2) <br /> TO 68 L.F. Type B - Shaped Compacted native materia/. <br /> TYPICAL DRIVEWAY DETAIL <br /> No Scale <br /> PROJECT ENGINEER � DATE CHECKED BY DATE SUBMITTED BY DATE =ff APPROVAL RECOMMENDEDBY DATE SHEET TOTAL <br /> _-- _----- - --,-- -_ _-_ __ _-- _ -- __ -------- --------moi . -- - -----_--- CONS TRUCT/ON NOTES PROJECT A TK/NSON ROAD �0. SHEETS <br /> '�� s k� _ ¢/78Fz; <br /> COUNTY OF SAN J OA Q U I N - - -- - - <br /> ��_ � �y' /7a y 7�v 8 l` DETAILS DRAWING NO . 7� 7 <br />