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-�,-r Place 75 L.F. of 18" Dia. Perforated Alt. Storm �. �r <br /> x' Drain Pipe, Sto. 40+82 to Stu. 41 +57, 25' Lt. x <br /> :..{a-.' Const. 18" Dia. S.D.I. <br /> ...:_...I <br /> /'1 A Const. 18" Dia. S.D.I. Sta. 41 +57, 25' Lt. <br /> Sta. 41 +34, 25' Lt. <br /> B\—,Il e C <br /> R & D Exist. .�._:. _ _ <br /> Concrete. <br /> Const. 18" Die. S.D.I. <br /> Stu. 40+82, 25' Lt. \ <br /> — — — — — — <br /> A <br /> Sta. 41 +00 <br /> — — — — <br /> N 4015 Armstrong Road <br /> Sta. 40+70 to Ste. 41+66 <br /> 3 > Const. Exist. Joint Pole to <br /> o Const. 18" Dia. S.D.I. <br /> r - with 12" wide Remain in Place. <br /> 12' 4' 9' 2't <br /> ti m Concrete Collar (Typ.) <br /> n I Place new A.C. Conform �-I 2'+ <br /> or. 4g, Frontage. <br /> 0 <br /> - - -- II Vac Var. Var. I <br /> Exist. Concrete <br /> lra`` 2'f Sidewalk to RUMMUM <br /> y a Remain in Place. XNE <br /> Imported Borrow 1uii�L °w= iii- - <br /> � R & D Exist. <br /> n <br /> A.C. Frontage 24" <br /> Compact in 1 max. layers to a min. <br /> S=Level S=Level S-Level <br /> min. relative compaction of 90%. <br /> 7 <br /> Place Class 1, Type B Permeable Material. <br /> m Line trench with permeable geotextile fabric as approved )'r� 0� 6 Place Tee Place 90' <br /> by the Engineer. All Drain Rock shall be isolated from y l�' �. r Connector Ell Connector L J <br /> 1 n any native material or compacted trench backfill. ' ' 12" <br /> A SECTION A—A �42" SECTION B—B SECTION C—C <br /> NOTE: All materials required for trenching operations, including Fabric, Drain Rock and Pipe Connectors shall be <br /> (- o considered as included in the contract unit price for 18" Dia. Perforated Alternate Storm Drain Pipe. <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS ARMSTRONG ROAD IMPROVEMENTS Sheet No. <br /> (West Lane to North 99 Frontage Road West) 8 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CH CKED DATE APPROVAL RECOMMENDED DATE <br />