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i <br /> ,0XVfMf/VT RfPA/R fA97-75f!/1 ORW A SPHAL T C0A1MZ7Tf <br /> L0c7//eV7 anzw/ify (/P000'woy Woe' 171.79) (Type 9) Locot/br7 Qaon7`ifies <br /> B/ockm ore Ad- SX2 522� 4411 S. Y. Location Qu017741ty B/ockrnore Rd <br /> C09//e ,?d. le000'woy 2,095 Tons <br /> SYa. 01,/0 to -5y,7. 29y.5-0 Z9. Sta w%deniny 223 " <br /> Stas 331100 to Sfo. 907,70 47 7 Ver. <br /> Pavement ,eepoir /7 " <br /> 70101 77. / S147. !n7`e�sections S/ " <br /> Subtotal 2,388 " <br /> CL f,4P/1116' GWUBB/NG Cosi/e Rd <br /> Location Quantity Roadway 3,037 To.,s <br /> W/o'en/ny 257 " <br /> Cos Ile Rd /Lump Sum Ii7lei-secf/on /O <br /> T/N/SH//VG i?OADWAY DrIveways /02 " <br /> Sub1A0A?1 -4 " <br /> Location 42MMI'My <br /> Cost/e R.011 Lump Sum Toto/ 4sph,?# Concrete 5,7-94 Tows <br /> A9yl-e.9ofes 5,503 Tons <br /> /POAOGYAY fXCAI/AT/ON Pov/ny Aspho/f 29/ Tons <br /> Loco7`/On Quontmy <br /> B/ockmo,-e kJ>. 235- ICY <br /> Cosf/e Rd 253 C.Y. 9RIVZ-WAYS (Type O ) Conform to E.P. <br /> rata/ 488 CX <br /> LOca7`i217 <br /> Quon7`ities ` (^ <br /> /vo. Sr. S T <br /> Cosf/e Po SO 1967 caters roe el. cc-. RI "C ( N3 8y <br /> I (12�NIn.) I <br /> NO <br /> EARTHl�YORK <br /> Type A - O.W Asphalt Concrete over (! <br /> 0.33'Agyreyate Base DA1E_�_°Z °� '' 72__. <br /> (R000'woy W1,Vk,,71h (Type A ) Sac Nape <br /> se/ow Type B- Shaped and compacted native material <br /> Location <br /> 42U417tity <br /> CJ f j _24feMA 7.7 -57 Type D- 0.17' Asphalt Concrete over shaped <br /> B/W.6inole .Eb' - -- -- - and compacted native material <br /> SAP 07,12f0 S/0 9100 99 Sfo. RSO' Aspbo/f, Concrete <br /> 5/1? /31100710 Svb. S2f70 39. 7 S/o. Paveme"f Rem;r <br /> Tato/ ¢B•6 SYo. Ohl <br /> N°t` ` QW0r, fl&d °n° /Enf;1n to he TYPICAL DRIVEWAY DETAIL <br /> daferinined by tlrs Enineen <br /> PA VEMENT REPAIR Na Scale <br /> s�,. COUNTY OF SAN JOAQUIN SCALE: No Scole COASMIMM NOTES f' DETAILS BLACKMORE CASTLE RDS. Sheet f G <br /> ���� <br /> Project En 'neer Date Ch eked B r/Datte Associate Engineer Date A roval Recommended 6 Dote <br /> 7 77 / 7 7 �7 7�7 <br />