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v � <br />"117 1..9x_9 .... . <br />PROJECT ENGINEER DATE CHECKED <br />WHITE 12/2691 <br />�/ GU /7/92 Q <br />I I I I I D:\THORNTON\CONSTNTS <br />DATE SUBMITTED <br />�7/fZ X, �,.1/&:- <br />MANHOLE <br />Location <br />SACRAMENTO BLVD. <br />Sta.6+557 (Rt.) <br />Sta.7+33' Rt. <br />PINE STREET <br />Sto.8+43 (Rt.) <br />Sta.10+42 (Rt.) <br />Quantity <br />1 EA. <br />1 EA. <br />1 EA. <br />1 EA. <br />Total 4 EA <br />FRAME & COVER (Manhole) <br />Location Quantity <br />SACRAMENTO BLVD. <br />Sta.6+55 Rt. 1 EA. <br />Sta.7+33 Rt. 1 EA. <br />PINE STREET <br />Sta.8+42 (Rt.) 1 EA. <br />Sta.10+42 (Rt.) 1 EA. <br />Total 4 EA. <br />FRAME & GRATE (18" S.D.I.) <br />Location Quantity <br />SACRAMENTO BLVD. <br />Sta.7+10 (Lt.) 1 EA. <br />PINE STREET <br />Sta.7+95 (Lt.) 1 EA. <br />Sta.8+42 (Rt.) 1 EA. <br />Sta.10+42 (Rt.) 1 EA. <br />Total 4 EA. <br />FRAME & GRATE STANDARD (STD. S.D.I.) <br />Location Quantity <br />SACRAMENTO BLVD. <br />Sta.6+19 (Lt.) 1 EA. <br />Total 1 EA. <br />ALTERNATIVE SEWER PIPE <br />Allowable Pipe Material <br />DESIGNATION <br />PVC <br />RCP <br />Location <br />SIZE <br />SDR <br />SIZE <br />CLASS <br />Sta.7+95 (Lt.) <br />12" Alt. Pipe <br />12" <br />35 <br />12" <br />IE <br />to Sta.7+33 <br />18" Alt. Pipe <br />123 S.Y. <br />18" <br />IT <br />(E.P.) <br />21" Alt. Pipe <br />187 S.Y. <br />PINE STREET <br />21" <br />IQ <br />36" Alt. Pipe <br />Sta.8+43 (M.H.) <br />to Sto.12+46 <br />367 <br />187 S.Y. <br />39" Alt. Pipe <br />39" <br />ITL <br />60" Alt. Pipe <br />60" <br />IIT <br />30" DIA. ALTERNTIVE PIPE <br />Location Quantity <br />SACRAMENTO BLVD. <br />Sta.7+33 (Rt.) <br />8 L.F. <br />Total 8 L.F. <br />36" DIA. ALTERNTIVE PIPE <br />Location Quantity <br />SACRAMENTO BLVD. <br />Sta.6+55 (Rt.) <br />8 L.F. <br />Total 8 L.F. <br />392" DIA. ALTERNATIVE PIPE <br />Location Quantity <br />SACRAMENTO BLVD. <br />Sta.6+55 (Rt.) 8 L.F. <br />Total 8 L.F. <br />60" DIA. ALTERNATIVE PIPE <br />Location Quantity <br />yL4I�PtiVkI i= iA�lfll <br />Sta.6+55 M.H. to Sta.7+33 (M.H.) 76 L.F. <br />Sta.7+33 M.H. to Exist. Sta.11 +35.64 383 L.F. <br />Exist. Stub Sta.11+35.64 -8 L.F. <br />Total 451 L.F. <br />18" <br />STORM DRAIN INLET <br />Location <br />Quantity <br />SACRAMENTO BLVD. <br />Location <br />Sta.7+10 (Lt.) <br />1 EA. <br />PINE STREET <br />ntity <br />Sta.7+95 (Lt.) <br />1 EA. <br />Sta.8+42 (Rt.) <br />1 EA. <br />Sto.10+42 (Rt.) <br />1 EA. <br />to Sta.7+33 <br />Total 4 EA. <br />STANDARD STORM DRAIN INLET <br />Location Quantity <br />SACRAMENTO BLVD. <br />Sto.6+19 (Lt.) 1 EA. <br />Total 1 EA. <br />A.C. MISC. <br />AREAS <br />(Trench <br />Repair <br />0.70') <br />Location <br />Total 220 <br />L.F. <br />QL, <br />ntity <br />SACRAMENTO BLVD. <br />Sta.6+55 M.H. <br />to Sta.7+33 <br />(M.H.) <br />123 S.Y. <br />Sta.7+33 M.H. <br />to Sta. 9+30 <br />(E.P.) <br />187 S.Y. <br />PINE STREET <br />Sta.8+43 (M.H.) <br />to Sto.12+46 <br />(E.P.) <br />187 S.Y. <br />Sta.9+30 (X -Drain) <br />13 S.Y. <br />Total 510 S.Y. <br />EARTHWORK MISC. AREAS <br />Location Quantity <br />SACRAMENTO BLVD. <br />Sta.7+05 (Lt.) to Sta.7+55 (Lt.) 0.50 Sta. <br />PINE STREET <br />Sta.7+65 (Lt.) to Ste.8+75 (Lt.) 1.10 Sta. <br />Sta.8+22 (Rt.) to Sta.8+62 (Rt.) 0.40 Sta. <br />Sta.10+12 (Rt.) to G+a,10+72 (Rt.) 0.60 Sta. <br />Total 2.60 Sta. <br />12" DIA. ALTERNATIVE PIPE <br />Location Quantity <br />SACRAMENTO BLVD. <br />Sta.6+19 (Lt.) Lateral 55 L.F. <br />Sta.7+10 Lt.) Lateral 75 L.F. <br />Sta.7+33 Rt.) Stub N.E. Corner 8 L.F. <br />PINE STREET <br />Sta.7+95 Lt. Lateral <br />Sta.8+42 Rt. Lateral <br />Sta.10+42 (Rt.) Lateral <br />49 <br />L.F. <br />15 <br />L.F. <br />18 <br />L.F. <br />Total 220 <br />L.F. <br />18" DIA. ALTERNATIVE PIPE <br />Location Quantity <br />PINE STREET <br />Sta.8+43 (Rt.) to Sto.10+42 (Rt.) <br />199 L.F. <br />Total 199 L.F. <br />21" DIA. ALTERNATIVE PIPE <br />Location Quantity <br />PINE STREET <br />M.H. Sta.10+42 (Rt.) to Exist. M.H. Sta.12+51.04 197 L.F. <br />Total 197 L.F. <br />i <br />DATE APPROVED DATE THORNTON DRAINAGE PROJECT SHO TOTAL <br />�lz EETS <br />� I COUNTY OF SAN JOAQUIN PLAN SCALE: As Shown CONSTRUCTION NOTES PHASE 3 6 s <br />