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Mo <br />01 <br />■ 100' <br />Existing MBGR (16 LF) <br />to remain in place <br />Levee <br />220' 0.20' RHMA over 0.15' HMA* <br />See Planing Area Overlay Detail Sheet No. 5 ■ <br />120' <br />Cn <br />R&S �'LF existing MBGR <br />COD ° Place ��LF new MGS with End Caps <br />+ R&D 89 LF existing AC Dike (Type C) <br />o Place 89 LF new HMA Dike (Type C) <br />O <br />rn <br />� co 10 Existing MBGR (16 LF) _ �' R&S <br />010 � ^ to remain in place rn Place <br />0 o F ---- _ <br />C G W y <br />Levee <br />Access <br />BEGINNING <br />R&D 46 LF existing AC Dike (Type C) <br />OF PROJECT Place new HMA Dike (Type C) <br />2.0 <br />over0.15'HMAOv <br />0.20'RHMA <br />Walnut Grove Road Sta 31+00 = <br />EPS Staten Island Road Sta 10+00 <br />EP <br />o <br />0 <br />CD <br />n <br />0 <br />D <br />N <br />N <br />n <br />0 <br />0 <br />0 <br />� <br />o <br />Cf) <br />B <br />o <br />w <br />o <br />� <br />_ <br />O <br />W <br />to <br />+ <br />m <br />tzoo <br />0 <br />Ia <br />N <br />M <br />C <br />N <br />■ 100' <br />Existing MBGR (16 LF) <br />to remain in place <br />Levee <br />220' 0.20' RHMA over 0.15' HMA* <br />See Planing Area Overlay Detail Sheet No. 5 ■ <br />120' <br />Cn <br />R&S �'LF existing MBGR <br />COD ° Place ��LF new MGS with End Caps <br />+ R&D 89 LF existing AC Dike (Type C) <br />o Place 89 LF new HMA Dike (Type C) <br />O <br />rn <br />� co 10 Existing MBGR (16 LF) _ �' R&S <br />010 � ^ to remain in place rn Place <br />0 o F ---- _ <br />C G W y <br />Levee <br />Access <br />BEGINNING <br />R&D 46 LF existing AC Dike (Type C) <br />OF PROJECT Place new HMA Dike (Type C) <br />2.0 <br />over0.15'HMAOv <br />0.20'RHMA <br />Walnut Grove Road Sta 31+00 = <br />EPS Staten Island Road Sta 10+00 <br />EP <br />0.00' <br />Sta 9+59 <br />0.12' <br />Sta 9+34 <br />COUNTY OF SAN JOAQUIN <br />I. <br />F existing MBGR <br />LF new MGS with End Caps <br />EP <br />WALNUT GROVE ROAD <br />H <br />/14 14 0�a <br />i i t7 Z <br />NO SCALE I PLAN <br />0.20' RHMA over 0.15' HMA Overlay <br />CSP to remain R&D 576 LF existing AC Dike (Type A , <br />in place and 2 overside drains. Place %`k new <br />0 o HMA Dike (Type A) and 2 overside drains <br />o N (Sta 14+05 Lt and Sto 16+89 Lt) <br />1 EP <br />0 1 W <br />0) m <br />4' <br />• m <br />G <br />• 3.5' <br />rn <br />• 17 F <br />• °' r <br />14 WALNUT GROVE ROAD } <br />T EP <br />R&D LF existing AC Dike <br />L10' <br />Const (Type A) and overside drain. <br />k T A) <br />� Const <br />Place w new HMA Di e (ype <br />and overside drain (Sia 16+89 Rt) / <br />r6a/ LF 7/ <br />x.,91 a <br />� *See Planing Area Overlay co 4. <br />Detail Sheet No. 6 °atm <br />rn � <br />S <br />r(+ <br />z <br />41 <br />MEN E/V <br />OFE <br />Op9F�2 <br />m <br />LEGEND: <br />No. 42581 <br />Variable Depth HMA Overlay <br />0.35' Depth of Planing Asphalt Concrete Pavement <br />■ Limits of Planing Asphalt Concrete Pavement <br />q Conform to Existing Radii <br />David Me doza <br />RCE 42581 <br />WALNUT GROVE ROAD RESURFACING <br />(Sacramento County Line to New Hope Bridge) <br />Sheet No. <br />3 of 7 <br />o <br />a <br />N <br />N <br />n <br />n <br />0 <br />0 <br />0.00' <br />Sta 9+59 <br />0.12' <br />Sta 9+34 <br />COUNTY OF SAN JOAQUIN <br />I. <br />F existing MBGR <br />LF new MGS with End Caps <br />EP <br />WALNUT GROVE ROAD <br />H <br />/14 14 0�a <br />i i t7 Z <br />NO SCALE I PLAN <br />0.20' RHMA over 0.15' HMA Overlay <br />CSP to remain R&D 576 LF existing AC Dike (Type A , <br />in place and 2 overside drains. Place %`k new <br />0 o HMA Dike (Type A) and 2 overside drains <br />o N (Sta 14+05 Lt and Sto 16+89 Lt) <br />1 EP <br />0 1 W <br />0) m <br />4' <br />• m <br />G <br />• 3.5' <br />rn <br />• 17 F <br />• °' r <br />14 WALNUT GROVE ROAD } <br />T EP <br />R&D LF existing AC Dike <br />L10' <br />Const (Type A) and overside drain. <br />k T A) <br />� Const <br />Place w new HMA Di e (ype <br />and overside drain (Sia 16+89 Rt) / <br />r6a/ LF 7/ <br />x.,91 a <br />� *See Planing Area Overlay co 4. <br />Detail Sheet No. 6 °atm <br />rn � <br />S <br />r(+ <br />z <br />41 <br />MEN E/V <br />OFE <br />Op9F�2 <br />m <br />LEGEND: <br />No. 42581 <br />Variable Depth HMA Overlay <br />0.35' Depth of Planing Asphalt Concrete Pavement <br />■ Limits of Planing Asphalt Concrete Pavement <br />q Conform to Existing Radii <br />David Me doza <br />RCE 42581 <br />WALNUT GROVE ROAD RESURFACING <br />(Sacramento County Line to New Hope Bridge) <br />Sheet No. <br />3 of 7 <br />