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24"0 Pipe It Elev. 28.90 40' <br /> Abandon exist. 30"0 X 45 L.F. <br /> 1 P.C.C. Irrigation Pipeline. �n <br /> 15.5't 43' 37' 15.5' <br /> Install 24"0 X 42 L.F. Alternative Irrigation Pipe. \ \ i Install 30"0X27 L.F. Reinforced <br /> Install 30"0 X 28 L.F. Reinforced Conc. Pressure Pipe (Class III). <br /> It Elev. 29.10 24"0 Pipe \' Conc. Pressure Pipe (Class III). i Connect to existing 30"0 pipe. <br /> \ Connect to existing 30"0 Pipe. Refer to Sheet No. 12 for pipe <br /> , Connection Details. <br /> Construct Retaining Wall (Type 1A). I a Place 30" Slide Headgate <br /> Refer to Sheet No. 9 for Details. w <br /> a <br /> 6' 6' <br /> 6' Place P.C.C. Ditch Lining <br /> 3 _ Refer to Sheet No. 12 for Details <br /> (TYP•)• <br /> Place 24!0 Slide Headgate. \ \ 30"0 Conc ' <br /> Ppreeo <br /> s{re � I Reset Access Ladder 55' Right. <br /> remain <br /> Construct P.C.C. Irrigation Distribution Box. , "` ---- _ <br /> with Steel Grating. Refer to Sheet No. 10 - <br /> for Details. \ - Place S.J.Co. —...____......__._._.._ �~ <br /> Limit of Concrete Removal. <br /> Bench Mark Plate - _�_._.�..._____.._.._.._.._...__.__._._.. . `�` --------__ <br /> Construction joints to be sealed with asphalt, emulsion <br /> J, or commercial grade plastic roofing cement. <br /> Place P.C.C. Ditch Lining l _ <br /> Reset 3-36"0 Slide Headgates. _ 1 Limit Concrete Removal. �- <br /> - —-----------VA_..__�_.. .._.__ `� i Sta. 44+40.50 I I Sta. 454+36 f <br /> (Construct Retaining Wall (Type 1A). <br /> Refer to Sheet No. 9 for Details. <br /> I- Elev. 28.95 ----.. <br /> 24"0 Pipe / I — — Oy�`Y <br /> Install 24"0 X 53 L.F. Alternative Irrigation Pipe. / Install 48"0 X 83' L.F. Reinforced Concrete -- ---- — - <br /> Pressure Pipe (Class IIT) Reset Access Ladder 50' Right. 1� No. 21258 <br /> — Construct Retaining Wall (Type 1A). Refer to S.P. B3-3 `nyJ C <br /> / I Remove double 36"0 C.M.P., P.C.C. headwalls, and Sheet No. 9 for Details. Shear key may be omitted (Typ.). Fqr CAL\FO`� <br /> Surveyl wingwalls, irrigation facilities and P.C.C. channel <br /> lining within limits shown above. Existing 36"0 <br /> Abandon existing 36"0 X 63 L.F. I Slide Headgates (3 each) shall be reset c� <br /> P.C.C. Irrigation Pipeline. i at locations noted. <br /> y . <br /> 1 <br /> / I - Reviewed By: <br /> PLAN SCALE Anders Christensen, Director <br /> 0' 10' 20' Woodbridge Irrigation District <br /> I <br /> 24"0 Pipe It Elev. 28.75 58' - Existing Top North Bank Existing Top South Bank <br /> U .S.G.S. DATUM <br /> 35 35 <br /> 34 34 <br /> 33 i 33 <br /> 32 — — 32 <br /> 31 31 <br /> 30 30 <br /> 29 29 <br /> 28 28 <br /> 27 27 <br /> - ReiMfeFeetl Gene. Co <br /> `ssure� Rips <br /> (Class a) <br /> PROFILE SCALE <br /> 26 26 <br /> LOnTOrM <br /> untrorm 0' 10' 20' <br /> 25 ------ — Horizontal 25 <br /> 24 p' 2' 4' 24 <br /> Vertical <br /> 23 23 <br /> 22 — <br /> SHEET <br /> TOTAL <br /> EPROJECTENGINEER <br /> 120 + 100 +80 +60 +40 +20 0 +20 +40 +60 +80 + 100 + 120 + 140 <br /> DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY DATETOTAL <br /> MINOR STRUCTURE W166 DAVIS ROAD WIDENING/RESURFACING SNO. SHE TS <br /> s� 94 /, o COUNTY OF SAN J FAQ U I N PLAN AND PROFILE (Turner Road To Woodbridge Road) 8 13 <br /> �I LCO 1;�;LAW EiR l. S1liftr NO. : I <br /> rmw I> - 21? <br />