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Se \\ <br /> 50' 0.25' A.C. Overlay <br /> ro A.C. Trans. <br /> ro <br /> rn <br /> o ■25' Sta. 100+00 (Frontage Road) <br /> - <br /> � = Sta. 5+00 (Marfargoa Drive) <br /> BEGINNING OF PROJECT Construction <br /> E <br /> o - Exist. Conc. Curb <br /> c o o <br /> 0 Fto remain (Typ.) <br /> 0 0 <br /> — _ <br /> _ H SOUTH 99 FRONTAGE ROAD f (EAST) _ <br /> 97 98 N 9' 100 6 101 102 N '^ <br /> — — m <br /> 5 _ u <br /> Exist. S.D.]. _ - - 4T ¢_ - - - - - - - - T =====_ _ ===7 <br /> _ John Creek to remain R / E.T.W. <br /> — -- - - - - - <br /> R 3 I 2 ` Exist A.C. 1 / <br /> - - - - _- - - - - _ _. - - - - - - - <br /> i f_ <br /> o Little <br /> Apron 7 --- Exist. 24' <br /> N '`Exist. 24" 4 L(D/ / C.M.P. <br /> — — <br /> C.M.P. Exist. 24" C.M.P. I 7 <br /> n II 20' 10' <br /> 6 <br /> N <br /> C <br /> i <br /> o.00' LEGEND <br /> a o <br /> CONSTRUCTION NOTES conform _ Variable Depth Asphalt Concrete Overlay. <br /> 0.08 ■ <br /> No. Description Sta. 6+20Y 20f 1 0.00' Depth of Asphalt Concrete Pavement Planing. <br /> s 1 ) Clean existing drainage facility. (210 L.F.f 24" Dia. C.M.P.) --I a —� ■ Limits of Asphalt Concrete Pavement Planing. <br /> 02 Remodel Catch Basin. See Detail Don Sheet 7. Y <br /> I R Conform to Existing Radii. <br /> 03 Connect to existing S.D. pipe with 45' elbow. 4 <br /> Exist. roadside �L `I I w I I' Exist. roadside <br /> Construct 36" Square Catch Basin. See Detail (2) on Sheet 7. ditch Ir-� ¢ �I ditch <br /> evl (a) Install 25 LF.3 of 24" C.S.P. (0.064" thick) <br /> D © Install 50 LF.t of 24" C.S.P. (0.064" thick) <br /> A 70 Imported Borrow: Fill existing ditch (40 C.Y.f) <br /> R & D existing MBGR. <br /> z <br /> COUNTY OF SAN JOAQUIN No SCALE PLAN SOUTH 99 FRONTAGE ROAD (EAST) RESURFACING Sheet No. <br /> Marfar oo Drive to Mari oso Road 3 of 8 <br /> (D�yRAWN BY DATE / PROJlE7 ENGINEER DATE/ CHECKED DATE SU ITT DATE APPROVAL RECOMMENDED DATE <br /> ' <br /> QN/j/-mt ee CR 02 XIAr.�i..w-- 71tY0 /�- 7�'a�o t 0Z*i i0 '11" <br />