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o'. Terminal System M.B.G.R, Thrie Beam Borrierl M.B.G.R. Terminal System o Elev.=105.53 <br /> �Z n',. (Type SRT) 37'-6" 31'-3" 25-0" 31'-3" (Type SRT) 37'-6" N B.M.g3 U.S.G.S Brass Cap H975 <br /> N/E Cor. Wing Wall at Temple <br /> O 6'-3" Trans. T . - �+ �6'-3" Trans. d Creek Bridge. <br /> 'C Const. -CoPPI- Conform_ N_ <br /> __ -- <br /> a --��---- <br /> —Conform o- v _ <br /> - R&D Exist. M.B.G.R. and posts. Place 25'-0" tO <br /> Thrie Beam Barrier each side and W6X15 <br /> (1187) Steel Posts on existing Bolts. A78A <br /> 133 +' 134 29C-167 Exist. pipe to 135 <br /> n remain in place. is <br /> W n See Detail this Sheet For pipe connection, <br /> 8% Slope f (Typ. all corners) refer to S.P. D97C, D97D, D97E <br /> o _ <br /> l 1 <br /> Conform w Inv.C <br /> El <br /> n } M O <br /> ev. <br /> n M,. v .. -P ,+ =102.80 <br /> n 6'-3" Trans. n - 6'-Y Trans. <br /> Terminal System <br /> s (Type SRT) 37-6' ! al = e Place 60 L.E.x1B" Dia. C.S.P. <br /> M.B.G.R. N Thrie Beam Barrier N M.B.G.R. Terminal System rn'', Sta. 134+63 to Sto. 135+23 (t25' Rt.), <br /> m _ <br /> s31'-3" 25'-0" 31'-3" (Type SRT) 3T-6" Attach to Exist. pipe. <br /> o i <br /> m <br /> a <br /> a <br /> 3'-1/12„ 16 <br /> ,_3,. r13H.S. <br /> Bolt Dia.+1/8" 10' 14" <br /> A - - - - - -- - - - - Rods total 2 2 1/2- <br /> N threaded bath ends 2 <br /> 4•• <br /> (top rod Dia. 1 1/4' , II <br /> .O B B bottom rod Dio. 1") 9 <br /> N <br /> cut washers Typical 112" Plate <br /> o lock washers- <br /> t - <br /> O p P cut washers �1/2" Plate <br /> t m Exist. Wingwall ro remain ��` X1/2" cope (Typical) <br /> A—A B—B <br /> 0 <br /> R P ESMON—BELLOTA ROAD RESURFACING sheet No. <br /> COUNTY OF SAN JOAQUIN No SCALE AT T At CREEK (Mariposa Road to State Route Highway 4) 13 of 21 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APP OVAL W.C.01AMENDED DATE <br /> 1�+� TN:ti s/•i a..�.� C/vrrLX 3�7�p Sr7 or ��/G�' 'a s v �� <br />