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s �- Eisfin� ,Poadway �� ' Note• Sto. 5t42 �4t►►�;Y ' 025 AC A ) 2 % 2 / to Sto. 8 t 40 Rt Widen M lSC eQ "' s - ` No C/eor�r�� and Grubb�og sho// —= B % - - .. - - - �8 ° t ®E %A I L A be dooe on embcv7krncnts outside 5� � IYlir7. _ .. �/ �/ I (� -(� _-� structuro/ d o C01?Struc t n E®Serner)1`' (S 4 DD ?1� f.�/Ci�e/" �i .sec n / 0 1 f- e) - off' eorthwork /imiks. �, 0 Por Type C dike. ,°' It► fat r 0.45 A.C. 4,, i ® � � �,� rMoCAL APPROACH SEC %/O/d/ sto. 5 4z to sto. 8 00 --- - - - -- -- - _ Sto. 2 = t ++ 50 00 to Sto R NJ— r . — -- — v — _ ---- — — — — — — — — — — -- --- — — — 20 -- - �, ti -- - - - _ -_ _ - - - - - -_ - - - -- - - _ - _ - -- __ - _ 20 ., /00 ROADWAY QUANTITIES ----- -- - - - - - - - - -- --- - - - -------- - - - - - - - yI -- -J---.=L-_ ____-_-- --- - - --- - - - - - - -- -- - --- - - - - -- -- -- -- - - - - - - _- - - - No. Item Quantity --- s ------------------------------------------------------------------ 1. ------ ----- EXCAVATIONDL T SYSTEM 1.0 L.S. C - -� -- — - -- - - - - -- - - 2. DUST CONTROL (NON -WORKING HOURS) 30.0 EH. - --- -------- --- -- -'-" - -- - - - -__ --- ---- -- 3. TRAFFIC CONTROL SYSTEM 1.0 L.S. - ,t 4. RELOCATE STEEL RAIL GATE 1 .0 L.S. _ - mm _ - _ - ----- -- � ADD - - - -- - -- - _ 6, CLEARING AND GRUBBING 1.@ L.S. -- - -- - _ -- --- --- --- ---- --- ---- - -- --- - - ---- ---- - 7. ROADWAY EXCAVATION 407.0 C.Y. / -- --- _ - -- . - - --- - -- - - -_ - ----- 8. IMPORTED BORROW i49S.0 C.Y. - - f - - - 9. FINISHING ROADWAY 1.0 L.S. �/ ' qA - f 0 . ASPHALT CONCRETE (TYPE B ) 516.0 TONS ------m 11 . PLACE ASPHALT CONC. (MISC. AREAS) 108.0 S.Y.----- 12. PLACE A.C. DIME (TYPE C) 300.0 L.F. - - - - --- - -- - - -- - - -- -- - f 18. MINOR CONCRETE (MINOR_STRUCTURE)_ 0.5 C.Y. (F)- 1 20. 18" REINF. PIPE (CLASS II1) 210.0 L.F. % - -- - -- _ - - -- - -- - -- - - - --- - - - 21 . 18" SLIDE HEADGATE 1.0 EA. % --- - - - J ------ m_ __- - - - - - - - - ---- - - - -- -Jiir "- 28. PAINT TRAFFIC STRIPE (2 COATS) 22S@.0 L.F.----___ % o� Al (F) DENOTES FINAL PAY QUANTITY 47A If _ a_ ono con — — — — — — -- " y — --- — — — — — -- — — — — — — — — — — — — — — — - - `�U — — — ---- -- — — ---- — — --- — — — — — -- — — — — — -- -- --- — :— d Q — - ` I -�i - Itt- 6 i a _ CU. Exc. - Ids. Erg b. PROJECT ENGINEER ©ATE CHECKED G - - - - - - - -- - - - - - - SHEET -- - - - -- - - - - - -- - - - - - - - -- -- - -- TOTAL _ 48 115 55 53 36 .42 42 407 C.Y 37 89 /lO IJ�T - - 477 449 J42 49 - 1471 CY. 0 r 2 3 5 7 /0 - 3 DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE PLAN SCALE: -_�"_-_50' HORIZONTAL I►► � �� PROJECT WIL LIAMSON ROAD SHEET TOTAL COUNTY O SAN JOAQU I N PROFILE SCALE: NO. SHEETS ,S• io%� /i i2�137 FIELD BOOK NO. af3® �✓ ER i I OA L I s ®RANI NG N®. DRIDGE N®. 1941 - - ESTATE 10 NO. 29-0-284• F �- Eisfin� ,Poadway �� ' Note• Sto. 5t42 �4t►►�;Y ' 025 AC A ) 2 % 2 / to Sto. 8 t 40 Rt Widen M lSC eQ "' s - ` No C/eor�r�� and Grubb�og sho// —= B % - - .. - - - �8 ° t ®E %A I L A be dooe on embcv7krncnts outside 5� � IYlir7. _ .. �/ �/ I (� -(� _-� structuro/ d o C01?Struc t n E®Serner)1`' (S 4 DD ?1� f.�/Ci�e/" �i .sec n / 0 1 f- e) - off' eorthwork /imiks. �, 0 Por Type C dike. ,°' It► fat r 0.45 A.C. 4,, i ® � � �,� rMoCAL APPROACH SEC %/O/d/ sto. 5 4z to sto. 8 00 --- - - - -- -- - _ Sto. 2 = t ++ 50 00 to Sto R NJ— r . — -- — v — _ ---- — — — — — — — — — — -- --- — — — 20 -- - �, ti -- - - - _ -_ _ - - - - - -_ - - - -- - - _ - _ - -- __ - _ 20 ., /00 ROADWAY QUANTITIES ----- -- - - - - - - - - -- --- - - - -------- - - - - - - - yI -- -J---.=L-_ ____-_-- --- - - --- - - - - - - -- -- - --- - - - - -- -- -- -- - - - - - - _- - - - No. Item Quantity --- s ------------------------------------------------------------------ 1. ------ ----- EXCAVATIONDL T SYSTEM 1.0 L.S. C - -� -- — - -- - - - - -- - - 2. DUST CONTROL (NON -WORKING HOURS) 30.0 EH. - --- -------- --- -- -'-" - -- - - - -__ --- ---- -- 3. TRAFFIC CONTROL SYSTEM 1.0 L.S. - ,t 4. RELOCATE STEEL RAIL GATE 1 .0 L.S. _ - mm _ - _ - ----- -- � ADD - - - -- - -- - _ 6, CLEARING AND GRUBBING 1.@ L.S. -- - -- - _ -- --- --- --- ---- --- ---- - -- --- - - ---- ---- - 7. ROADWAY EXCAVATION 407.0 C.Y. / -- --- _ - -- . - - --- - -- - - -_ - ----- 8. IMPORTED BORROW i49S.0 C.Y. - - f - - - 9. FINISHING ROADWAY 1.0 L.S. �/ ' qA - f 0 . ASPHALT CONCRETE (TYPE B ) 516.0 TONS ------m 11 . PLACE ASPHALT CONC. (MISC. AREAS) 108.0 S.Y.----- 12. PLACE A.C. DIME (TYPE C) 300.0 L.F. - - - - --- - -- - - -- - - -- -- - f 18. MINOR CONCRETE (MINOR_STRUCTURE)_ 0.5 C.Y. (F)- 1 20. 18" REINF. PIPE (CLASS II1) 210.0 L.F. % - -- - -- _ - - -- - -- - -- - - - --- - - - 21 . 18" SLIDE HEADGATE 1.0 EA. % --- - - - J ------ m_ __- - - - - - - - - ---- - - - -- -Jiir "- 28. PAINT TRAFFIC STRIPE (2 COATS) 22S@.0 L.F.----___ % o� Al (F) DENOTES FINAL PAY QUANTITY 47A If _ a_ ono con — — — — — — -- " y — --- — — — — — -- — — — — — — — — — — — — — — — - - `�U — — — ---- -- — — ---- — — --- — — — — — -- — — — — — -- -- --- — :— d Q — - ` I -�i - Itt- 6 i a _ CU. Exc. - Ids. Erg b. PROJECT ENGINEER ©ATE CHECKED G - - - - - - - -- - - - - - - SHEET -- - - - -- - - - - - -- - - - - - - - -- -- - -- TOTAL _ 48 115 55 53 36 .42 42 407 C.Y 37 89 /lO IJ�T - - 477 449 J42 49 - 1471 CY. 0 r 2 3 5 7 /0 - 3 DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE PLAN SCALE: -_�"_-_50' HORIZONTAL I►► � �� PROJECT WIL LIAMSON ROAD SHEET TOTAL COUNTY O SAN JOAQU I N PROFILE SCALE: NO. SHEETS ,S• io%� /i i2�137 FIELD BOOK NO. af3® �✓ ER i I OA L I s ®RANI NG N®. DRIDGE N®. 1941 - - ESTATE 10 NO. 29-0-284• F