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KILOMETER POST SHEET TOTAL i F DIST COUNTY ROUTE TOTAL PROJECT No SHEETS COLD PLANE AC PAVEMENT AND PAVEMENT 10 SJ 12 15.8/17.1 40 61 EARTHWORK SUMMARY REINFORCING FABRIC oz-o6-o ROFESS,C ROADWAY BASIN COLD PLANE PRF/ et/YC R I ENGINEER DATE �p P L� G e- P x EXCAVATION EXCAVATION EMBANKMENT o LOCATION STATION LIMITS LOC 48 mm Max �' rk A m2 2 3-/6 - o l w 46387 rn z M3 m3 m3 "SJ-12" 44+20 to 49+99 LT 347.5 EARTHWORK 6850 4575 10150 "SJ-12" 43+13 to 44+84 LT 119.9 z 9.9 PLANS APPROVAL DATE No. SAN JOAQUIN COUNTY Ex 03-ZFi-03 "SJ-12" 43+55 to "T1" 30+77 22. - � s� P CIVIL TOTAL 6850 4575 1 10150 "SJ-12" 43+75.7 to 44+20 RT .1 - 5% 1810 E. HAZELTON AVE qTF OF CAI "SJ-12" 45+65.6 to 47+83.3 LT 130.7 261.4 STOCKTON, CA 95201 "N" 58+49 to "SJ-12" 42+73 RT 116.5 ---2-3T� �, Z OMNI-MEANS, LTD. "SJ-12" 44+20 to T1 30+49.5 46.1 -�� 2237 DOUGLAS BLVD. #100 "Q2" 60+90 to 61+18 LT 17.3 : ROSEVILLE, CA 95661 "N" 58+49 9.6 The State of California or its officers or agents shall not be responsible ROADWAY QUANTITIES "Q2" 61 +18 18.9 for the accuracy or completeness of electronic copies of this plan sheet. AC AB LIQUID ASPHALT ASPHALTIC EMULSION "SJ-12" 42+73 11.7 STATION LIMITS LOC TYPE B CLASS 2 PRIME COAT PAINT BINDER "SJ-12" 43+53 16.8 LIJ TONNE m3 TONNE TONNE "T1" 30+77 23.4 M 5 "N" 58+49 to "SJ-12" 42+73 RT 561 .6 627.3 1.2 0.8 "SJ-12" 44+20 22.2 "SJ-12" 44+ 9.0 o "Q2" 60+00 to 61 +18 RT 344.6 385.5 0.8 0.5 „ „ N "SJ-12" 43+13 to 44+84 LT 404.7 269.8 1 .1 0.5 SJ-12 4 65.6 9.0 w "SJ-1 Q "SJ-12" 45+65.5 to 47+83.3 LT 955.6 652.7 2.5 1.1 47+83.3 9.3 20.7 "SJ-12" 43+75.6 to 49+99 RT 5602.5 3836.2 13.6 7.6 "SJ 2" 49+99 x "SJ-12" 47+83.3 to 49+99 LT 48.2 27.6 0.2 0.1 Q "Q2" 60+20 to 61 +10 LT 27.5 22.9 0.2 TOTAL 979.2 -t6s3 2- "12E" 48+72.2 to 49+84.1 (OVERLAY)- LT 79.3 0.7 TEMPORARY PAVEMENT "SJ-12" 46+34 to 46+80 33.6 65.4 REMOVE BASE AND SURFACING "SJ-12" 47+83.3 to 53+12.9 LT 481.9 535.0 0 mm "Q" 60+81 to 61 +58 LT 18.9 36.8 Qo p "SJ-12" 44+10 to 44+40 RT 5.0 9.7 STATION LIMITS LOC m2 m3* ZU "SJ-12" 44+17 to 45+80 LT 20.3 39.4 "SJ-12" 44+04 to 45+79 147.4 286.4 J w "T1 " 31 +33.7 to 32+60 1479.6 221 .9 UD U MISC. AC SEE THIS SHEET 83.0 66.9 0.7 AC DIKE SEE THIS SHEET 31 .2 TOTAL 1479.6 221.9 * Quantity included in Earthwork Quantity Summary MINOR CONCRETE SEE SHEET Q-2 20.4 TOTAL 1 8845.3 1 6882.0 20.7 10.5 X REPLACE AC SURFACINGCID Ac (N) AB (N) W > STATION LIMITS LOC m3 TYPE B CLASS 2 o x SLURRY SEAL (TYPE II) TONNE m3 v "SJ12" 43+56.4 TO "T1" 30+77 161.0 166.2 91 .8 W STATION LIMITS AREA (N) SLURRY SEAL m2 TONNE I TOTAL 1 1 161.0 1 166.2 1 91.8 "SJ12" 38+90 to 49+99 13438 (N) NOT A SEPERATE PAY ITEM, FOR INFORMATION ONLY. TOTAL ia ^ MISCELLANEOUS AC ADJUST FRAME AND COVER TO GRADE Z MEDIAN OVERSIDE AC STATION LIMITS PAVING DRAIN * STATION LIMITS LOC IWd40OLE _),VALVE PDX m2 m2 TONNE O EA EA CL. "SJ12" 43+26.2 to 44+23.7 684 80.3 "T2" 30+27.3 RT y x cc "T2" 30+26.2 LT . Q Q2 60+72.5 4.1 0.6 "T2" 31 +26.0 LT oC SJ-12 43+00 6.9 1.0 ~ "N" 60+03 8.0 1 .1 O TOTAL W TOTAL 19.0 83.0 * Quantity included in Roadway Quantity Summary OC Q a W PLACE ASPHALT CONCRETE DIKE &y� TYPE B TYPE C TYPE E TYPE F AC (TYPE B) Q STATION LIMITS LOC m m m m TONNE OAC "N" 58+47.5 to 59+64.6 RT 117.1 7.59 O "N" 59+64.6 to 60+11 .4 RT 46.8 1 .01 W U_ "N" 60+11 .4 to "SJ-12" 42+72.9 RT 19.7 0.76 Q "SJ-12" 43+26.2 to 44+23.7 LT RT 1 204.0 1 1 12.74 U "SJ-12" 43+40 to "Q2" 60+19.5 LT RT 140.3 9.10 x O LU TOTAL 204.0 46.8 257.4 19.7 31.2 SUMMARY OF QUANTITIES Q * Quantity included in Roadway Quantity Summary (04 co LO Q 1 FOR REDUCED PLANS ORIGINAL SCALE IS IN MILLIMETERS I i 2I I 4I 6I SI DRAWN BY: MSC CU 06241 AEA 456001 DWG FILE: 040001 TB2,oO