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Last modified
10/8/2024 3:44:46 PM
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m <br />I DRIVEWAY (Type B) I <br />Location <br />OAK STREET: <br />Sta. 8+67 Lt. <br />ALICE AVE: <br />Sta. 2+00 Rt. <br />Sta. 7+32 Lt. <br />Quantity <br />24 S.Y. <br />6 S.Y. <br />31 S.Y. <br />Total 61 S.Y. <br />I DRIVEWAYS (Type D) I <br />Location <br />EARTHWORK <br />(MISC. AREAS) <br />OAK STREET: <br />Location <br />Quantity <br />Quantity <br />OAK STREET: <br />17 S.Y. <br />Sta. 10+13 <br />Rt. <br />Sta. <br />6+00 to Sta. <br />14+37 (Rt.) <br />8.37 <br />Stations <br />Sta. <br />5+75 to Sta. <br />14+13 (Lt.) <br />8.38 <br />Stations <br />Sta. <br />14+13 to Sta. <br />14+50 (Lt.) <br />0.37 <br />Stations <br />Sta. <br />14+50 to Sta. <br />14+60 Rt. <br />0.29 <br />Stations <br />ALICE AVENUE: <br />17 S.Y. <br />Sta. 13+62 <br />Rt. <br />Sta. <br />0+00 to Sta. <br />3+60 (Rt.) <br />3.60 <br />Stations <br />Sta. <br />0+00 to Sta. <br />5+40 (Lt.) <br />5.40 <br />Stations <br />Sta. <br />6+57 to Sta. <br />9+09 (Lt.) <br />2.52 <br />Stations <br />Sta. <br />7+51 to Sta. <br />8+81 (Rt.) <br />1.30 <br />Stations <br />LOUISA <br />AVENUE: <br />Sta. 4+17 <br />Lt. <br />17 S.Y. <br />Sta. <br />7+20 to Sto. <br />9+80 (Rt.) <br />2.60 <br />Stations <br />Sta. <br />6+91 to Sta. <br />9+50 (Lt.) <br />2.59 <br />Stations <br />Lt. <br />23 S.Y. <br />LOUISA AVENUE: <br />Total 34.86 <br />Stations <br />I DRIVEWAY (Type B) I <br />Location <br />OAK STREET: <br />Sta. 8+67 Lt. <br />ALICE AVE: <br />Sta. 2+00 Rt. <br />Sta. 7+32 Lt. <br />Quantity <br />24 S.Y. <br />6 S.Y. <br />31 S.Y. <br />Total 61 S.Y. <br />I DRIVEWAYS (Type D) I <br />Location <br />(Type <br />Quantity <br />OAK STREET: <br />Sta. 7+77 <br />Quantity <br />Sta. 9+76 <br />Rt. <br />17 S.Y. <br />Sta. 10+13 <br />Rt. <br />17 S.Y. <br />Sta. 10+26 <br />Rt. <br />17 S.Y. <br />Sta. 11+00 <br />Rt. <br />17 S.Y. <br />Sta. 11+90 <br />Lt. <br />17 S.Y. <br />Sta. 12+10 <br />Lt. <br />20 S.Y. <br />Sta. 12+27 <br />Rt. <br />17 S.Y. <br />Sta. 13+13 <br />Rt. <br />17 S.Y. <br />Sta. 13+16 <br />Lt. <br />17 S.Y. <br />Sta. 13+62 <br />Rt. <br />17 S.Y. <br />Sta. 13+68 <br />Lt. <br />26 S.Y. <br />Sta. 14+33 <br />Lt. <br />58 S.Y. <br />ALICE AVENUE: <br />Lt. <br />24 <br />Sta. 1+75 <br />Rt. <br />17 S.Y. <br />Sta. 2+72 <br />Rt. <br />26 S.Y. <br />Sta. 3+25 <br />Rt. <br />17 S.Y. <br />Sta. 3+76 <br />Lt. <br />17 S.Y. <br />Sta. 4+17 <br />Lt. <br />17 S.Y. <br />Sta. 5+01 <br />Lt. <br />17 S.Y. <br />Sta. 7+00 <br />Lt. <br />19 S.Y. <br />Sta. 7+49 <br />Lt. <br />19 S.Y. <br />Sta. 8+35 <br />Lt. <br />23 S.Y. <br />LOUISA AVENUE: <br />Sta. 8+62 <br />Lt. <br />17 S.Y. <br />Total 426 S.Y. <br />DRIVEWAYS (Type E) <br />Location Quantity <br />ALICE AVENUE: <br />Sta. 1 +81 Lt. 29 S.Y. <br />Total 29 S.Y. <br />ASPHALT CONCRETE <br />(Type <br />B) <br />Location <br />Sta. 7+77 <br />Quantity <br />OAK STREET: <br />Laterals: <br />Sta. 8+26 <br />Roadway: <br />Sta. 13+16 <br />Sto. <br />Sta. 5+33 to Sta. 14+13 <br />Sto. 14+13 <br />170 Tons <br />Laterals: <br />8+26 <br />(S.E. Cor.) <br />Intersections Alice Ave. & Louisa Ave. <br />45 S.Y. <br />15 Tons <br />Driveways: <br />17 L.F. <br />Cross Drain: <br />Alice Ave. to Louisa Ave. <br />(South) <br />43 Tons <br />ALICE AVENUE: <br />12 S.Y. <br />(N.W. Cor.) <br />Cross Drain: <br />Total 568 S.Y. <br />14+33 <br />Sta. 8+60 <br />27 L.F. <br />4 Tons <br />Driveways: <br />L.F. <br />Total 209 L.F. <br />Oak St. to Louisa Ave. <br />26 <br />31 Tons <br />LOUISA AVENUE: <br />Lt. <br />24 <br />Driveways: <br />Sta. 7+32 <br />Lt. <br />Alice Ave. to Oak Ave. <br />L.F. <br />3 Tons <br />Lt. <br />Total <br />266 Tons <br />A.C. (Misc. <br />Areas) (Trench <br />Repair 0.50') <br />Location <br />Sta. 7+77 <br />Quantity <br />OAK STREET: <br />Laterals: <br />Sta. 8+26 <br />Roadway: <br />Sta. 13+16 <br />Sto. <br />Sta. 5+33 to <br />Sto. 14+13 <br />511 S.Y. <br />Laterals: <br />8+26 <br />(S.E. Cor.) <br />Intersections Alice Ave. & Louisa Ave. <br />45 S.Y. <br />ALICE AVENUE: <br />(North) <br />17 L.F. <br />Cross Drain: <br />14+33 <br />(South) <br />Sta. 8+60 <br />Sta. <br />12 S.Y. <br />(N.W. Cor.) <br />26 L.F. <br />Total 568 S.Y. <br />1 12" ALTERNATIVE PIPE <br />Location <br />DRIVEWAY PIPE (CLASS <br />Quantity <br />OAK STREET: <br />Sta. 7+77 <br />Quantity <br />OAK STREET: <br />Laterals: <br />Sta. 8+26 <br />Lt. <br />Sta. 13+16 <br />Sto. <br />8+26 <br />(S.W. Cor.) <br />57 L.F. <br />Sta. <br />8+26 <br />(S.E. Cor.) <br />33 L.F. <br />Sta. <br />8+26 <br />(North) <br />17 L.F. <br />Sta. <br />14+33 <br />(South) <br />49 L.F. <br />Sta. <br />14+33 <br />(N.W. Cor.) <br />26 L.F. <br />Sta. <br />14+33 <br />(S.E. Cor.) <br />27 L.F. <br />Rt. <br />30 <br />L.F. <br />Total 209 L.F. <br />I 12" R.C.P. (Class V) <br />Location <br />ALICE AVENUE: <br />Sta. 8+60 X—Drain <br />Quantity <br />34 L.F. <br />Total 34 L.F. <br />12" R.C. <br />DRIVEWAY PIPE (CLASS <br />IV) <br />Location <br />Sta. 7+77 <br />Quantity <br />OAK STREET: <br />EA. <br />Sta. 8+26 <br />Lt. <br />Sta. 13+16 <br />Lt. <br />24 <br />L.F. <br />Sta. 13+68 <br />Lt. <br />28 <br />L.F. <br />ALICE AVENUE: <br />EA. <br />Sta. 14+13 <br />Lt. <br />Sta. 1+75 <br />Rt. <br />24 <br />L.F. <br />Sta. 1+81 <br />Lt. <br />32 <br />L.F. <br />Sta. 2+00 <br />Rt. <br />10 <br />L.F. <br />Sta. 2+72 <br />Rt. <br />30 <br />L.F. <br />Sta. 3+25 <br />Rt. <br />26 <br />L.F. <br />Sta. 7+00 <br />Lt. <br />24 <br />L.F. <br />Sta. 7+32 <br />Lt. <br />25 <br />L.F. <br />Sta. 7+49 <br />Lt. <br />17 <br />L.F. <br />Sta. 8+35 <br />Lt. <br />30 <br />L.F. <br />LOUISA AVENUE: <br />Sta. 8+62 <br />Lt. <br />24 <br />L.F. <br />Total 294 <br />L.F. <br />18" ALTERNATIVE PIPE <br />Location <br />OAK STREET: <br />Sta. 8+26 to Sta. 14+33 <br />Total <br />Quantity <br />599 L.F. <br />599 L.F. <br />30" ALTERNATIVE PIPE I <br />Location <br />OAK STREET: <br />Sta. 5+33 to Sta. 8+26 <br />Total <br />Quantit <br />283 L.F. <br />283 L.F. <br />MANHOLE (M.H.) <br />Location Quantity <br />OAK STREET: <br />Sta. 8+26 1 Each <br />Sta. 11+20 1 Each <br />Sta. 14+33 1 Each <br />Total 3 Each <br />18" STORM DRAIN INLET (S.D.I.) <br />Location Quantity <br />OAK STREET: <br />FRAME & <br />GRATE (S.D.I.) <br />PVC <br />Sta. 7+77 <br />Rt. <br />1 <br />EA. <br />Sta. 8+26 <br />Lt. <br />1 <br />EA. <br />Sta, 8+57 <br />Rt. <br />1 <br />EA. <br />Sia• 13+-83 <br />IL+ <br />t <br />EA. <br />Sta. 14+13 <br />Lt. <br />1 <br />EA. <br />Sta. 14+37 <br />Rt. <br />1 <br />EA. <br />Sta. 14+60 <br />Rt. <br />1 <br />EA. <br />L005,4 Ave: <br />Ott <br />1 <br />E4. <br />S+a. p+45 <br />Rt <br />Total 9 <br />EA. <br />FRAME & COVER (MANHOLE) <br />Location Quantity <br />OAK STREET: <br />Sta. 8+26 1 Each <br />Sta. 11+20 1 Each <br />Sta. 14+33 1 Each <br />Total 3 Each <br />ALTERNATIVE PIPE <br />FRAME & <br />GRATE (S.D.I.) <br />PVC <br />Location <br />PLASTIC <br />SIZE <br />Quantity <br />OAK STREET: <br />CLASS <br />SIZE <br />12" Alt. Pipe <br />Sta. 7+77 <br />Rt. <br />12" <br />1 EA. <br />Sta. 8+26 <br />Lt. <br />1 EA. <br />Sta. 8+57 <br />Rt. <br />19' s3 <br />1 EA. <br />Sta. 13+83 <br />Lt. <br />30" <br />1 EA. <br />Sta. 14+13 <br />Lt. <br />1 EA. <br />b+lt- {y t 37 <br />Ott <br />I EA. <br />Sta. 14+60 <br />Rt. L <br />1 EA, <br />LOU15A AVE : <br />I EA. <br />S+a. 0+145 <br />At. <br />Total <br />® EA. <br />FRAME & COVER (MANHOLE) <br />Location Quantity <br />OAK STREET: <br />Sta. 8+26 1 Each <br />Sta. 11+20 1 Each <br />Sta. 14+33 1 Each <br />Total 3 Each <br />ALTERNATIVE PIPE <br />Allowable Pipe Material <br />DESIGNATION <br />PVC <br />RCP <br />PLASTIC <br />SIZE <br />SDR <br />SIZE <br />CLASS <br />SIZE <br />12" Alt. Pipe <br />12" <br />35 t <br />12" <br />III <br />18" Alt. Pipe <br />18" <br />III <br />19' s3 <br />30" Alt. Pipe <br />30" <br />III <br />30" N <br />vnnniv o� �r�� PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SHEET TOTAL <br />J.C. WHITE ,�1�s4 =r, COUN1 Y OF SAN JOAQUIN PLAN SCALE: None CONSTRUCTION NOTES PROJECT THORNTON DRAINAGE N0. SHEETS <br />�:� .� �;� <br />PROJECT PHASE 4 15 5 <br />NLt NAMt I UKAWLN I ZAIUA NV. AVf\U <br />F:\THORNPH4\SH <br />
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