Laserfiche WebLink
^ 0.10' A.C. Overlay Var. Depth <br /> A.C. Overlay 0.25' A.C. Overlay ^ <br /> (� Sta. 104+74-26' Lt. Construct <br /> L Const, 18" 0 Storm Drain Inlet. 3 <br /> Reset Frame & Grate. 1 <br /> Refer to S.J.Co. Std. <br /> \\ No. D-15 for details. <br /> \\\\ Grate Elev. 7.55 v <br /> T <br /> \ 0 \\ ;' O <br /> 0 0 D Steel Post to c <br /> C 7 \\ remain in place q <br /> o \\ C C- O a <br /> Extend exist. 12"0 C.M.P. R/WCY <br /> _ <br /> a \\ o C ° WITH 12"0x8 L.F. C.S.P. a C <br /> Ui 4 \\ 3 v a o I t to. 106+17 (Lt.) Extend 12"0 C.M.P. ¢ <br /> (0.109" thick) <br /> ~ a a with 12"0X6 L.F. C.S.P. (0.109" Thick) o <br /> !^ Conform � L i Existing E.P. (Typ.) LO <br /> Existing M.B.G.R. to m '� ¢ ¢ a w Remove Exist. S.D.I. 35't \ + c <br /> remain in place `'' Reset Frame & Cover ■ o v - <br /> n / o °' 1 0 w to new location a = C t <br /> E.P. P.P. + 4,■116241 + <br /> \ + � w mo o -0 .. ... .. .. .. .. . iv E.P. o v o <br /> -0 ���� �11, � + + + _ + R "' � '0 v�c� <br /> E <br /> 0 0..... . ..y. .................................. N N W.Bl1 io <br /> 04 <br /> t II <br /> —T64- - - t - -T 05-- - 1-0B- <br /> � 98 99 100 101 102 io 103 - - - - - - - - - - - - -� 11 - - - - - - - - - - - - - <br /> 49�- ' <br /> rn <br /> - - - - -- - - --- - -- -- - - -- - - ---- -- - - - -- - -- - -............ ... .. n <br /> . .. ... <br /> 0 6' n <br /> � Doll �' ■ � o - - - -- - - - - ___ _ = E.P. � <br /> +I +I 4 c W cl w o <br /> rn cn <br /> o Conform \ S c _ <br /> N Existing A.C.Dike to R. & D. Exist. A.C. Dike & ^ a ° S 1-- N <br /> remain in place Place 35 L.F. A.C. Dike W C <br /> (High Dike Type A) 1 o .` v n <br /> C v� 3 <br /> 3: r <br /> CL ¢ C <br /> o <br /> I o c a 0o 0 <br /> I Q <br /> C � p � E I w Ilit R/W <br /> � i I <br /> r I — <br /> �LS �l Direction of Flow, Left Gutter Grade <br /> W.B. Water Box Frame and Cover <br /> to be adjusted to grade <br /> 0 20 40 60 80 No. 21258 <br /> I I I I I * Exp. 9-30-97 <br /> Scale in Feet �9fFoc�AL\F()R�\P <br /> Elm m. <br /> 12 U.S.G.S. DATUM 12 <br /> G. <br /> 10 OD 10 <br /> > <br /> LO — <br /> 0 20 40 60 80 — Level <br /> V I I I _ - -- -- -- - - ------ _ <br /> HORIZONTAL: <br /> 8 Scale in Feet XDg <br /> 0 1 2 3 4 <br /> - <br /> VERTICAL: _ hadc <br /> J <br /> 6 Scale in Feet E 11-0111. \JU6 <br /> —2k - In 0 --(D-- <br /> C L <br /> C <br /> C <br /> N IN _ <br /> 4 - -- — – – 4 <br /> CU. Exc. <br /> Yds. F Emb. <br /> Sta. 1 98 99 100 101 102 103 104 105 106 107 108 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED4DATE SUBMITTED DATE -APPROVAL RECOMMENDED DATE PLAN AND WALNUT GROVE ROAD WIDENING & RESURFACING SNO. SHEETS <br /> A .r „i9s COUNTY OF SAN JOAQUIN SCALE AS SHOWN <br /> �7i9� `�/7 �7 PROFILE (Blossom Road to Sacramento Blvd.) 5 7 <br /> FILE NAME DRAWER SHEET NO. ACAD REVISIONSDATE <br /> \sam\walnut\plan <br />