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83M` 80 3V4VN 3113 <br /> as 0.12' A.C. <br /> C <br /> :CJ <br /> U Z <br /> Z7 n <br /> Survey Crown Survey D <br /> Const. N 100 Transition � Const. BC m <br /> • rTt <br /> w � <br /> + + <br /> EP - - EP 00 00 - EP <br /> - --- -------- <br /> —-----_------- ' _ _ <br /> �ue J <br /> -------------------------------- ----------�--------------------- uH ---------------- ------------------------------------ <br /> N — — — — — — — — — — — U I _ 4 <br /> 19 <br /> D - - - - - 17 - - - - - - - - - - - - - - - 18 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 21 22 24 25 26 <br /> - - - - - - - - - - - - - - - - - - - - <br /> (7 N o n 2 <br /> �� _ �_ . <br /> m rCD <br /> — <br /> LID z <br /> z01rn <br /> rn A <br /> u - <br /> 0 Station 17+25 (48.5' Rt.) Existing fence to remain in place. <br /> ?. o m o Place 18 Inch Diameter Storm Drain Inlet + -' <br /> 7 <br /> 5 v m u> Connect to existing 15 Inch Diameter oo 'o <br /> '° concrete pipe. Contractor to verify a' o —� <br /> o pipe end location. rn 1< <br /> Refer to S.J. Co. Std. CW—D14 can <br /> 0 <br /> 11 ` � 1 <br /> 11 rt <br /> a rt <br /> SCALE: 1 :=30' <br /> 11 � <br /> n <br /> a Place 777 LF x 3' Wide Concrete Volley Gutter (Type 1), (48.5' Rt.) o <br /> II v <br /> 11 <br /> 100 FL= 99.67 FL= 99.78 100 <br /> FL= 99.54 0 rn <br /> Finish Gutter Grade <br /> FL= 99.28 +o o <br /> FL= 99.15 +o 0 <br /> FL= 99.Q2 + o <br /> + o o e = +0.13% (Typical) <br /> GRATE =98,76 <br /> FL= 98.89 o SIP <br /> 99 <br /> +: . . . : . . . : . . . . . . . . . . . . . . . . . . . o . . . . . . . . . : . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . : . . . : . . . : . . . . . . . . . . . <br /> Slope =-0.13 N <br /> FL= 98.8'1. <br /> 0 <br /> o <br /> o <br /> 3 <br /> 98 - - - 98 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . : . . . : . . . : . . . : . . . : . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . : . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . ... . <br /> Concrete Valley Gutter Grades <br /> 97 - - - - - 97 <br /> - - - - - <br /> 96 - - - - - - - - - - - - 96 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . <br /> 11 <br /> : . Contractor to verify existing flow elevation <br /> 95 - „' - 95 <br /> . . <br /> M : . . : . . . <br /> . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . <br /> 0. <br /> ----------------- INV. ELEV.= 94.92 <br /> 17 18 19 20 21 22 23 24 25 <br /> a <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE 1 '�=30' HORZ. FTAL <br /> RONT STREET IMPROVEMENTS SHEET <br /> SHOEETS <br /> COUNTY OF SAN JOAQUIN SCALE: PLAN AND PROFILE <br /> p, T s/z4�os �°�� T4 s/z4�o5 S/�y/os � � S� SCALE: 1 =0.50 VERT. (Duncan Road to Ione Street — Linden) 4 6 <br /> ACAD FILE NAME DRAWER SHEET N0. <br />