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CL EARING e GRUBBING SA ND C 0 VER 13"x 22" C. S. P. A . DRIVEWAY LIST (0. 0 79 "M lock ) Width Type Radius Width Type Radius Location Quantity L acv tion Quantity Station Station Location Quo'ntity Lr: Rt- B D /4' /8' Lt. Rt B D /4' /B ' Stan: /97150 to 448100 Luing Sura Sto. 209100 to 4484 00 /27 Tori /ntersections 2 Torr 5ta 308150 X-D,#-. 64 Z. A.- SA7 /98460 '981X X Sta. 3244.25 30 X X Sta. 329425 X-Dr. 64 L .F. SA7 200120 /27' X X Sta 326465 60' X X Tota/ 129 Ton 6to. 430175 X-Dr. 64 L .F. Sta. 204f85 30' X X Sto. 326460' /B' X x Sizr. 2/6430 /2' X X Sfa: 3294 57 /4' X X STRUCTURE EXCA VA TION Sta. 224430 /6 x X Sta. 33247,6- 16' x x To to/ 192 L.F. Sta. 224460 /2' x X sto. 336v-10 /2 ' x x Location Quantity Sta.234t65 32' X X Sto. 3361-10 /2' X X Sta. 306 450 X-Dr. // .3 C. Y. sv 240.190 20' X X SAa. 3394 76 /2' X X Sta. 329425 X-Dr•. 11. 3 C. Y CLASS A CONCRETE 31a. 244195 /4' X X Sta 34 4445 /2' X x Sta. 430 -A 75 X -Dr. 11. 3 C. Y. A SPIIAL T CONCRETE Stn 245.155 12, X X St4. 3454 7.S 36' X X Sto. 423140 L t S-Ds- 7. 7 C • Y. (MINOR S TR UC TUR E ) &x.2574/0 /4' X X Sta. 346-1-/5 /6' X X Location Quantity Sta.2577450 /2' X X Sta. 35/185 /6' X X Toto/ 4 /. 6 C. Y. Location Quantity Sta-257485 40' X X Sta. 366,400 /4' X X Sta / 97450 to 209400 /, 564 Ton5ta. 25Bf55 /4' X X Sta. 367470 20' X X Sta. 209.100 to 448400 /6,0 75 Ton Sta 42343/ Rt 3¢ 2 C• Y. Sta. 256t85 /2 X X Sta. 368435 34' X X /nter,sections 290 Ton .5to.259i-22 20' x X Sto. 369450 /2' X X STRUCTURE BACI(FILL Driveways 295 ToI7 Sta273430 /4' X x Sta. 378452 /2' X X Sta. 27S.100 /4' X X Sta 3 794 70 /6' X X Location Quos tity Tota/ /8,224 Ton Sto. 275• -45 /2' X X Sta 3 79485 /6' X X $to. 276-A 43 /4' X X Stu. 380-1-16 20' X x Sra. 306150 X-DA . 7. / C. Y. 5to. 2784- 95 /6' X X Sta. 389180 24' X X Sm. 329-12,5 X-Dr. 7. /, C. Y. Sto.2 79t /7 /6 ' X x Sta. 392165 /4' X X Sto. 4,30475 x-Dr. 7- / C. Y ASPHAL 7r EMULSION 12 "0 C. S. P. (D 064&Thick) Sta. 280.125 /6 ' x x sta 395.180 /2' x x Stu. 423 .1- 40 Lt: S-Dr. 7 . / C. Y (PAINT BINDER ) Stu. 286470 /4' x X Sto. 397130 20' x x L ocction Quantity Stc. 267167 20' X X Sta. 398125 20' X x Toto/ 28 . 4 C. Y. Location Quantity Sta. 423140 Lt S Dr. 20 Z .F. Sto 295460 /4 X X Sto. 40/490 /4' X X Sta. /97450 to 448100 /6 Ton Sta.296460 /2 ' X X Sto. 406.165 /8' X X Sto. 30/4 90 /4' X X Sto. 407.1 90 20' x x Sta. 303*50 /4' X X Sta. 412v-70 /4' X X FINISHING ROADWAY Stn: 3051-30 /6 ' x X Sta. 41,3..A95 /4' x x Sta. 3/27405 /4' X X Sta. 422,&82 /2' X X Location Quantity SA7 3/4,& 70 14' X X Sto. 4227468 /8' X X TJ'/�, OCA ST.E,E,C COiEf� . Sta. 3/5455 /4' X X Sto. 425420 /4' X X Sta. /97450 to 448 t 00 Lump Sum Sto. 3/67oL73 20' x X Sto. 42674/0 /6' X X Location Quontity Sta 3/94 05 42' X X Sta 429425 /6' X X Stn. 32/470 /2 ' X X Sto 9(30420 /2' x X R / VE WA YS L IQUI D ASPNAL T Sta 423.1 3/ Rt. 34' PRIME COA T Desc, -i,otion QuantityS BO I LT Location Quantity Type B /, 925 S Y. Sta 209 ,& 00 to 448400 85 Ton " ' ' - - -- -- NO CHANCES /ntersections 2 Ton Type D 2,522 S. Y DATE - - -� -�7 7z Toto/ 87 Ton AGGREGA TE BASE- CL, H IFC140Wr .E. rVIAT/O/Y Location Quan ti ty L.000741or7 Qv4pr7f.fy Sta. 209400 to 446 4 00 11, 330 C. Y. 5-7107 /98400 fo } 8100 22,6& 9 C. Y /ntersections 200 C. Y. TO 11)'530 C Y PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATE SHEET TOT L _.. _ _ PROJECT F/P;610r1l G /I�P/f ma No SHEETS 17e � i ,- 7 72 �_ _ 1 � � _ _ _ _ I �7 COUNTY OF SAN J O A Q U I N CONS TAPUC TION NOTES �� %!' ��931$ � �y DRAWING N 0. 22 22 f • /f 9 Aa