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900 <br /> GLEARING C GRUBBING NEW HOPXHOPE <br /> E BRRIDID <br /> GE <br /> DESIGN CLASSIFICATION a"O"D STATE PROJECT NQ Mfx RN[cr TOTAL <br /> Station -2+00 To Station 25+00 DIV. ND. YEAR ND. SHEETS <br /> 7 CALIF. S-900(3) 1367 2 Itl <br /> 200 - 77- M - 50 <br /> COUNTY__ JOAOUIN <br /> FINISHING ROADWAY L•H• --Bradley, • -- <br /> m o <br /> Station -2+00 To Station 8+ Rood Coonar <br /> 02 y <br /> Station 11+96 To Station 25+00 STATE OF rLIFORNIA 1� <br /> -' / -- <br /> CONSTRUCT PRIVATE DRIVEWAYS 151st. En . Di� <br /> Const (0.333' Untreated Base with Penetration Trmt.) Appro C� tG 3-1957 <br /> Van. Vo r. Station Location <br /> — Seor ay fin-91niar-- <br /> W.E. No. <br /> 1+50 Rt. <br /> 7+80 Rt 9 Lt -- — <br /> 12+15 Rt. 9 Lt. Aaistant Stat* Nighw ay Engineer <br /> R.E. No. <br /> Yor. a 3' 4' to 4 1121'x24' Plant Mixed Surfacing N 3' b Var <br /> PM.S.Shldr I P.M.S.Shldr — <br /> En3lnaar of $n, R.E. Ne. <br /> I <br /> v 1.5' ' 1.5' INSTALL CO_RR kMTAL GUARD RAILING INST L ETAL GUIDE POST <br /> 2% 27: 3 East Abutment of Existing Trestle - 25 L. F. Station Location <br /> - 15+00 175' Rt. <br /> 0083 ., 0083'._'.. .. 16+00 1751Qt <br /> 17+00 17.5' Rt <br /> 18+00 17.5'Rt. <br /> \M CONSTRUCT PRS. DIKE 19+00 175 Rt. <br /> _• . . - - ; . 20+00 17.5 Rt. <br /> 0.50'xii2Untrsated Bose Over Var. Imported Barrow (Q75'Mln ) . Station To Station Location L.F 21+00 17.5' Rt <br /> 717Z 7 <br /> 1 + 50 7+87 Lt 637 22+00 17.5' Rt <br /> 2+00 7+87 Rt 587 23+00 17.5' Rt. <br /> 11+96 12+25 Rt 29 <br /> Use super elevations as directed by Engineer 11+96 12+25 Lt. 2912+40 15+00 Rt 260 <br /> 12+40 20+00 Lt 840 <br /> TYPICAL CROSS - SECTION CONSTRUCT P.C.C. BRIDGE 9 RC.C. TRESTLE <br /> SCALE : I"• 4' <br /> Station 8+01.92 to Station 11+ 96.04 <br /> l See Sheet 5 To Sheet 131 <br /> CONSTRUCT P. M.S. DOWN DRAIN \ of "Bridge Plons" J <br /> Station Location <br /> N o 1 + 50 Lt <br /> o 0+00 Lt REMOVE is DISPOSE EXISTING STEEL BRIDGE <br /> 4'P.M.S. Shldr. 0.5 9 EXISTING TIMBER TRESTLE <br /> � Steel Bridge - Ste. 10+50 475' Rt. <br /> Timber Trestle - Sta. 9+00 525' Rt. <br /> 0.5' <br /> // op oo po 0000 0 o a000a p oo° a 000 ? Op . "d; 4' .eo,a . n. ; l .� <br /> e .a ..,. ; REMOVE9SALVAGE EXISTING PAVEMENT <br /> 7777777 <br /> 1.5' 15' AND BASE <br /> . <br /> �. <br /> '�` - � • <br /> I <br /> - •i (Sae Sheet 3 of PLANS for Location.) <br /> TYPICAL CROSS - SECTION OF <br /> 1 1.5' <br /> P. M. S. DOWN DRAIN :'', ' < REMOVE t; SALVAGE EXISTING WEST BRIDGE <br /> APPROACH <br /> SCALE: I It PLANT MIXED DIKE DETAIL (See Sheet 3 of PLANS for Location ) <br /> SCALE: I"=I' <br /> (X- S. J- 900) R/w Var. LEGEND <br /> 0.21' P M.S. over 0.504B. aver Var. Imported Borrow. <br /> N•x�r.�w �c�i' X �r�c ux L Var. P.M.S. over 0.50'U.B. over Var. Imported Borrow. <br /> a d <br /> 0.333' U.S. with Penetration Treatment. <br /> TYPICAL DRIVEWAY <br /> CONSTRUCTION DETAILS SCALE: 1"-50' <br /> SCALES AS NOTED <br /> 75 <br />