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ADJUST AND RECONNECT <br />METAL BEAM GUARD RAILING <br />Location Quantity <br />Bear Creek <br />SAN Came, (Stu. 36]+0a1) 66 LF. <br />NW Corner (Stu. 369+501) 65 L.F. <br />Total 133 L. F. <br />PAVEMENT REPAIR <br />Location Quantity <br />ASPHALT <br />CONCRETE <br />(TYPE A) <br />Location <br />SYSTEM <br />Location <br />Paley creek (BNo. 29c—mo) <br />Ranycomer (sm. 43 R. No. <br />Quantity <br />A C Type A <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location Quantity <br />MaI <br />ne nj <br />Ston1355+09 to fStu. 467+66 <br />Son, <br />6,564 Tone <br />A.C. Type 8 <br />SY <br />mleml... <br />LF. <br />57 Tnne <br />Pavement Repoir <br />St, <br />fit Tone <br />Dnvewaye (Types D k <br />E) <br />123 Ton. <br />AC Massa reaus Areas <br />(hila) <br />7 Ton. <br />Total 6,912 Tone <br />METAL BEAM GUARD RAILING <br />Location Quantity <br />W'nedrow Slouch (M.S. No. W196) <br />SW Corner (Stu. 411+603) 1075 LF. <br />NW came, (Stu. 412+401) 125 L.f. <br />Pixley Creek (BR. No. 29C-070) <br />SW Carne, (Stu. 431+001) 25 LF. <br />NW Carne, (Stu. 432+251) 37.5 LF, <br />Total 93.75 L.F. <br />6 la<a6an. (Throughout Pra,u) <br />112 5Y, <br />ITERMINAL <br />PLACE ASPHALT CONCRETE <br />Location <br />Stu370+05 in Sm. 372+05 (LL) <br />Stu. 466+90 to Stu. 467+25'(M.) <br />DIKE TYPE A <br />Quantit y <br />216 LF. <br />35 LF <br />SYSTEM <br />Location <br />Paley creek (BNo. 29c—mo) <br />Ranycomer (sm. 43 R. No. <br />(TYPE SRT) <br />Quanfity <br />1 Eo, <br />PLANING ASPHALT CONCRETE PAVEMENT <br />Location Quantity <br />Mainline <br />Stu 356+09 to <br />SHOULDER BACKING <br />Locakion _ Quantity <br />Sta. 356+09 to Stu. 467+66 1.432 Tons <br />DRIVEWAYS (TYPE <br />D) <br />QUanfit <br />Area <br />Stu 356+09 to <br />Son, <br />35S429 <br />178 <br />SY <br />Total 251 <br />LF. <br />Stu 4l to <br />St, <br />467488 <br />446 <br />SY <br />Total 624 <br />Sur. <br />SHOULDER BACKING <br />Locakion _ Quantity <br />Sta. 356+09 to Stu. 467+66 1.432 Tons <br />ASPHALT CONCRETE MISC. AREAS <br />Bear Creek (BR. No, 29C-066) <br />Sw corner low. 367+0o5) 5 S.r. <br />Pixley Creek (BR. No. 29C—c7c) <br />SW Came, (St, . 431+IDT) 6 SY. <br />6 poplars Zl2 S.Y. <br />DRIVEWAYS TYPE E PAVEMENT REINFORCING FABRIC <br />Quantity Area Location Quantity <br />23 locotiom 6]1 $T. Sta. 356+29 to Stu. 467+56 (2C v'[do) 29.670 S.Y. <br />TERMINAL SECTION (TYPE A) <br />Location Quantity <br />W nedraw Slouch (M.S. No. W196) <br />SW Came, (sm. 411+605) 2 Ea. <br />NW Comer (Sta. 412+oat) 2 Ea. <br />Pixley Creek (BR. No. 29C-070) <br />SW Corner (Ste. 431+LU3) 2 Ea. <br />NW Corner (Stu. 432+254) 1 Ea. <br />Total 7 Eocn <br />COUNTY OF SAN JOAQUIN NO SCALE I SUMMARY OF QUANTITIES N. 99 FRONTAGE ROAD <br />(Fm61 Mile Rd_ to M <br />DRIVEWAYS (TYPE <br />D) <br />QUanfit <br />Area <br />ASPHALT CONCRETE MISC. AREAS <br />Bear Creek (BR. No, 29C-066) <br />Sw corner low. 367+0o5) 5 S.r. <br />Pixley Creek (BR. No. 29C—c7c) <br />SW Came, (St, . 431+IDT) 6 SY. <br />6 poplars Zl2 S.Y. <br />DRIVEWAYS TYPE E PAVEMENT REINFORCING FABRIC <br />Quantity Area Location Quantity <br />23 locotiom 6]1 $T. Sta. 356+29 to Stu. 467+56 (2C v'[do) 29.670 S.Y. <br />TERMINAL SECTION (TYPE A) <br />Location Quantity <br />W nedraw Slouch (M.S. No. W196) <br />SW Came, (sm. 411+605) 2 Ea. <br />NW Comer (Sta. 412+oat) 2 Ea. <br />Pixley Creek (BR. No. 29C-070) <br />SW Corner (Ste. 431+LU3) 2 Ea. <br />NW Corner (Stu. 432+254) 1 Ea. <br />Total 7 Eocn <br />COUNTY OF SAN JOAQUIN NO SCALE I SUMMARY OF QUANTITIES N. 99 FRONTAGE ROAD <br />(Fm61 Mile Rd_ to M <br />