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SHOULDER BACKING <br />L ocction Quantity <br />{ Sta.1+00 <br />to <br />Sta.4+00 (Rt.) <br />I <br />Sta.1+15 <br />to <br />Sta.4+42 (Lt.) <br />Sta.4+25 <br />to <br />Sta.9+80 (Rt.) <br />Sta.9+00 <br />I <br />to <br />Sta.12+68 (Lt.) <br />5 Tons <br />15 Tons <br />14 Tons <br />37 Tons <br />Total 71 Tons <br />EARTHWORK <br />(MISC. AREAS) <br />Sta.3+69 <br />Location <br />Quantity <br />Sta.1 +00 to Sta.4+00 (Rt.) <br />180 <br />L.F. <br />Sta.1+15 to Sta.4+42 (Lt.) <br />327 <br />L.F. <br />Sta.4+25 to Sta.9+80 (Rt.) <br />470 <br />L.F. <br />Sta.9+00 to Sta.12+68 (Lt.) <br />368 <br />L.F. <br />Sta.11+50 to Sta.16+89 (Rt.) <br />539 <br />L.F. <br />Total 1,884 <br />L.F. <br />AGGREGATE BASE (TRENCH REPAIR) <br />Location Quantity <br />Sta.2?+65 to Sta.5+28 263 S.Y. <br />Sta.5+43 to Sta.6+27 84 S.Y. <br />Sto.8+75 to Sta.8+95 20 S.Y. <br />Sta.14+05 to Sta.14+15 10 S.Y. <br />Sto.15+50 to Sta.15+62 12 S.Y. <br />Total 389 S.Y. <br />A.C. MISC. AREAS (TRENCH REPAIR - 0.30') <br />_ocation <br />Sta.1 +50 to Sta.2+65 <br />Sta.5+28 to Sta.5+43 <br />Sta.6+25 to Sta.7+40 <br />Sta.9+85 to Sta.1 1 +50 <br />Total <br />Quantity <br />115 S.Y. <br />15 S.Y. <br />115 S.Y. <br />165 S.Y. <br />410 S.Y. <br />A.C. MISC. AREAS (TRENCH REPAIR - 0.701) <br />Location <br />Quantity <br />Sta.3+69 <br />11 S.Y. <br />Sta.6+40 <br />23 S.Y. <br />Sta.9+60 <br />11 S.Y. <br />Sta.14+56 <br />11 S.Y. <br />Stn.16+60 to Sta.17+15 <br />52 S.Y. <br />Sta.9+60 to Sta.11+00 <br />Total 108 S.Y. <br />12" CIA. ALTERNATIVE PIPE <br />Location Quantity <br />Sta.3+69 62 L.F. <br />Sta.6+40 74 L.F. <br />Sta.9+60 80 L.F. <br />Sta.11+18 15 L.F. <br />Sto. 14+56 53 L.F. <br />Total 284 L.F. <br />12" DIA. R.C. DRIVEWAY PIPE (CLASS IV) <br />Location Quantity <br />Sto.5+70 (Rt.) 6 L.F. <br />Sta.8+85 (Rt.) 32 L.F. <br />Sto.11+40 (Lt.) 24 L.F. <br />Sta.15+55 (Rt.) 16 L.F. <br />Total 78 L.F. <br />21$2 R.C. STORM SEWER PIPE (CLASS III) <br />Location Quantity <br />Sta.0+75 8 L.F. <br />Total 8 L.F. <br />60" RC. STORM SEWER PIPE <br />CLASS III <br />Location <br />Quantity <br />Sta.0+75 (Stub) <br />8 L.F. <br />Sta.0+75 to Sta.3+69 <br />290 L.F. <br />Sto.3+69 to Sta.6+40 <br />267 L.F. <br />Sta.6+40 to Sta.9+60 <br />316 L.F. <br />Sta.9+60 to Sta.11+00 <br />136 L.F. <br />Sta.11+00 to Sta.14+56 <br />352 L.F. <br />Sta.14+56 to Sta.17+15 <br />255 L.F. <br />Total <br />1,624 L.F. <br />STORM DRAIN INLET <br />MANHOLE <br />Location <br />Quantity <br />Sta.0+75 <br />1 EA. <br />Sta.3+69 <br />1 EA. <br />Sta.6+40 <br />1 EA. <br />Sta.9+60 <br />1 EA. <br />Sta.1 1 +00 <br />1 EA. <br />Sta.14+56 <br />1 EA. <br />Total 6 EA. <br />STORM DRAIN INLET <br />Location <br />Quantity <br />Sto.3+69 <br />2 EA. <br />Sta.14+56 <br />3 EA. <br />Sta.6+40 <br />2 EA. <br />Sta.9+60 <br />1 EA, <br />Sta.1 1 +00 <br />2 EA. <br />Total <br />10 EA. <br />FRAME & GRATE (S.D.I.) <br />Location Quantity <br />Sta.3+69 2 EA. <br />Sta. 14+56 3 EA. <br />Sta.6+40 2 EA. <br />Sta.9+60 1 EA. <br />Sta.1 1 +00 2 EA, <br />Total 10 EA. <br />FRAME & COVER (MANHOLE) <br />Location Quantity <br />Sto.0+75 1 EA. <br />Sta.3+69 1 EA, <br />Sta.6+40 1 EA. <br />Sto.9+60 1 EA. <br />Sto.1 1 +00 1 EA, <br />Sta. 14+56 1 EA. <br />Total 6 EA. <br />DRAWN BY: J.C. Whit-, 5/1/91 PNUJLta ` <br />LNG,/L�NtLK //���� uHit <br />RE'AS;ONS _ i/1..�V 'LKY4*M '^ ✓ //7� <br />no. date by description SENIOR ENGINEER DATE <br />APPR� RCENDED 5 DATECOUNTY O F SAN J OAQ U I N <br />a � <br />ACRD j FILE NiVE CRF:NrR <br />C:\TH0PNT0N\TPH2CNT- <br />COUNTY SERVICE AREA NO. 12 <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />THORNTON DRAINAGE PROJECT <br />PHASE 2 <br />12" DIAMETER ALTERNATIVE PIPE <br />ALTERNATIVE PIPE ALLOWED TO BE INCORPORATED IN THE WORK, <br />UNDER SECTION 71 OF THE SPECIAL PROVISIONS, SHALL CONSIST <br />OF THE FOLLOWING KINDS: <br />1. Reinforced Concrete Pipe, Class <br />2. PVC Pipe, SDR 35. <br />SACRAMENTO BLVD. <br />CONSTRUCTION NOTES <br />SHEE-T TOTAL <br />NO. SHEETS <br />8 8 <br />aha <br />,f <br />t <br />SACRAMENTO BLVD. <br />CONSTRUCTION NOTES <br />SHEE-T TOTAL <br />NO. SHEETS <br />8 8 <br />