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•6 <br />ko <br />-1 <br />Iq <br />2, 6„ <br />I ip s <br />*4 @ 12 each way <br />6 <br />,-1810 CMP <br />Cana/ 6ote <br />(Waterman Model C- 20 ) <br />Box Culvert Wingwol/ <br />DETAIL B <br />CANAL GATE STRUCTURE <br />�ililisce/lor�eot�s ,Foci/ities) No 5cole <br />M <br />#4 <br />#4 A i <br />SIDE ELEVATION <br />M <br />o , <br />Box Culvert W;179wo/l o <br />Type "D"' See S.P D85 <br />for de toils. Future R/W -,-2 <br />Construction Eosemenf <br />place solvoged Conal Gote Structure <br />and 26 L. F- 18"0 CMP (See Detail B) <br />Existing Water PamP <br />G. J R. D. existing structure. <br />\� <br />Res. Conal 60te. P/ug <br />i� end of pipe. <br />rGuy Wire— o --- -- <br />\ \~:loirif Pole Arc1' br 50"f cover of the bottom op the ditch <br />G R. ' D. enc is f. Conc. box \ \ \ G 8 a High Pressure Transmission Gas Line 412,631y� <br />G a <br />O eulverf, heodwolls \ \ \ P/oce l66'L.F- 5'x 2' Precost Reinforced <br />d and win9walls. \_ \ Concrete Box Culvert 45TM Designation <br />C850 -85. ---------Existing E.P. <br />— — Ploee 0.75'Aspholt Concrete <br />57t /9.03 ,�9-s7f44. 97 <br />Lower Socrornento Rood _ — — <br />57 57 f 63.85 58 <br />-------------- — '�---------------(�– xlsf FP <br />Lo 2 PL., High Pressure Gas Line <br />�1 qq 37 "f cover of the bottom of the ditch \ <br />Limits for Cleoriny e 6rubbin9 <br />Exist R/W? and Misc. Eorthwork.\ \\� R.,'D, exist. conc. <br />R e D \ S e gate s ruc are. <br />exist. p* <br />/Ice <br />Futare R/ W <br />F.L.f � \ <br />/9.48' p a \ p/Qce 96� \ \ \ Place concrete <br />TP .o \ slide gate structure <br />coo <br />sfruc��on \ \ <br />,? See Detoil A <br />o <br />Place 0.75' Asphalt Concrete <br />�-t \ ago- <br />FRONT ELEVATION <br />-,%\ -n GX <br />ccs TO <br />'p P <br />Roadway <br />Approx. roadway <br />Cross 5eCtion 22.07 <br />n nnLeVel <br />VOA <br />22 21.47 <br />Vor. I. i <br />ilk-----------�I li <br />i� — —------- �1 <br />20 i I _ R.'D. exist. <br />iI <br />Fx/st. ditch I I Structures II Exisl ditch <br />/7.D.Z' � -- ----- <br />18 <br />6" Son Bedding <br />Firm subyrade soil or Compacted backfill <br />as directed by the Engineer. 1 <br />V <br />2"Gas Line <br />h <br />28" Gas Lane <br />.-�P.S. 414i+t 526/67 <br />Box Culvert <br />Winywo/I " <br />3'- <br />N <br />A <br />i <br />N <br />YO "X 12" Concrete Spacer <br />#,4,m /R 4—, /9 <br />DETA /L A SECTION A -A <br />12" Anchor Bolt- <br />// <br />oltit -- washer. Got v_ <br />M A 307 (Typ.) <br />Redwood <br />j "Redwood special <br />>er W.I.D. <br />2"x 4" Redwood <br />embeded half way <br />/n concrete. <br />SLIDE GATE STRUCTURE <br />(I"15ee/%17eous Focilities) No Scole <br />A <br />Ir <br />Notes <br />/" 20' <br />1. The Controctor Shall co-ordinate the work <br />on this location <br />with Woodbridge Irrigation District and <br />como/efe construction <br />in six (6) Consecutive working days os <br />re,?uired by <br />Woodbridge Irriyotion District. <br />.:, <br />2. The Contractor shall order the Precost <br />Concrete Box Culvert <br />ASTM Designation C850-85 within three <br />(3) days offer oword <br />of eonfroct" cwc/ pi-ovlde written to the Engineer <br />of the delivery dote os 091-eed with the <br />monuf'ocfurer. <br />3. Precast Concrete Box Cul vert joints shall <br />be Mortared and sealed <br />to prevent leakage and inf'i l troh6n . <br />4• Disturbed poverneatt 51ruct-urol Sections <br />shall 69- reploced <br />with 0.75' AS,oho/f Concrete (Mi5celloneous Areas). <br />5. The cost of Redwood members Aor 511de <br />Dote Structure Sho/I <br />be included in the Closs A Concrete for <br />Minor Structures and <br />no separate payment will 6e mode therefor <br />Scale Horiz. <br />/" 20' <br />PLAN AND <br />PROFILE <br />Vert <br />/"= 2' <br />Lower Socromel7to <br />CIVAIt/ <br />.:, <br />x <br />97 <br />09— <br />WY <br />Scale Horiz. <br />/" 20' <br />PLAN AND <br />PROFILE <br />Vert <br />/"= 2' <br />Lower Socromel7to <br />Rd. @ MorleMe Rcl <br />22 <br />A4/NOR STRUCTURES <br />REHABILITATION 1987 4 6 <br />