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'ON 133HS I 83M` d(l <br />I I I <br />I I - Expansion Joint <br />l I I as necessary <br />CURB RAMP TYPE A <br />4 _W <br />Place Truncated Dc <br />at Curb Ramp per <br />RSP A88A (Typ) <br />SECTION A —A <br />A Retaining curb at <br />edge of sidewalk <br />b <br />8.33% <br />8,33% <br />Max <br />"' <br />Max <br />v <br />? 3 <br />�(D <br />in <br />:3 -16 <br />6' 4' 6' <br />r.. __ram .. - <br />Min <br />A <br />CURB RAMP TYPE B <br />MAILBOX SUPPORT SYSTE <br />Spread Bar mounte <br />on 2'x2" Squat <br />Perforated Steel Tubir <br />("Telespar" 12 Gaug( <br />with 2 1/4" Penetratc <br />Anchor (Anchormat( <br />Edge of Pavement <br />Exist Gutter Lil <br />Proposed Sidewo <br />2' 1' 4.5' <br />Gutter -�Rolled Sidewalk <br />Pan Curb <br />Curb, Gutter and Sidewalk <br />MAILBOX RELOCATION DETAIL, <br />19" <br />48" <br />Min <br />MERCIAL DRIVEWAY LT <br />AT KENNEDY PARK <br />�4' at Single Mailbox Location <br />2" <br />Grate <br />Expansion joints per <br />Standard Drawing <br />No. CW-C3 <br />7' <br />Curb, <br />° ? Gutter & <br />Exist Gutter Lip + Sidewalk <br />,43 <br />--� <br />Proposed Sidewalk <br />See Standard Drawing No CW-C7 <br />for vertical curb, gutter & sidewalk <br />Expansion joints per <br />Standard Drawing <br />No. CW-C3 <br />See Standard Drawing No. CW-C6 <br />for roll curb, gutter and sidewalk <br />CURB TRANSITION AT <br />TYPE 1 CURB INLET CATCH BASIN LOCATIONS <br />No Transition at Curb Return <br />3.33X o 00 <br />Max o 0 <br />68' <br />49' <br />Driveway <br />AC <br />Areas) <br />Conform <br />0.30' AC <br />(Misc Areas) <br />C <br />R/W <br />d <br />o° 8.33X <br />max <br />0 <br />3 <br />55, / Conform <br />Exist Curb--,.7 <br />Exist Sidewalk <br />AT KENNEDY PARK <br />12' o <br />b, Gutter & u3o <br />Sidewalk ° <br />-•o <br />+3 Exist Gutter Lip <br />00 <br />g' Exist Sidewalk <br />6" PCC Curb <br />(Typical) <br />1 /2"x3-1 /2" Key <br />Sidewalk Unless Po-• 4 <br />Monolithic <br />4'-6" <br />Broom Finish Surface <br />5/8" x 24" long steel dowels,-] <br />greased and wrapped one <br />side through all expansion and <br />cold joints. 4" (Min) Class 2 Aggr,,y.,,.G <br />Compacted to a minimum relative <br />compaction of 90%. <br />ROLL CURB, GUTTER AND SIDEWALK DETAIL <br />idewal <br />5,_O» <br />R � <br />2X <br />6" 1 12"� <br />� <br />(TYP) <br />5/8" x 24" long steel dowels, <br />greased and wrapped one <br />side through all <br />1-1 /2"x3-1 /2" Key <br />Unless Poured <br />Monolithic <br />o <br />o I <br />- 4" (Min) Class 2 Aggregate Base <br />Compacted to a minimum relative <br />compaction of 90%. <br />N <br />101 <br />To14"VERTICAL CURB, GUTTER,AND SIDEWALK DETAIL <br />o TYP <br />5/8" x 24" long steel dowels, (Min) Class 2 Aggregate Base <br />Place Truncated Domes 20' greased and wrapped one Compacted to a minimum relative <br />AC Ram �� side through all expansion and compaction of 90%. <br />P o cold joints. <br />CURB RAMP TYPE C 0M <br />TYPICAL SECTION OF <br />vat SECTION B— B POCK LANE SIDEWALK <br />Back of Walk <br />I1 0.30' AC over shaped 0 BOW Conform <br />I I and compacted native Back of Walk <br />o I I --- ------ _-BOW <br />------- - - BOW-- ..- - - - - - - - - ESS/py <br />_ PCC r <br />> 0' over shaped ! • �� <br />and compacted native a Base No. 38465 <br />0 3 AC � 02 <br />,. t, <br />1,1 _ >!e x 1:1 Conform at CExistr Dwy <br />Class > <br />Aggregate <br />t Y <br />at Exist Dq w I I I �V000' <br />t� CI VIA QQ� <br />-- -, <br />_, , _, __ _ EP I n � n , ' OF CP��F <br />Conform Expansion joints per <br />Drawing <br />Var Var Var StandardC33 f <br />Peter D. Martin <br />DRIVEWAY (TYPE D) AND SIDEWALK DETAILS AT POCK LANE TYPICAL DRIVEWAY (TYPE D1 MINOR CONCRETE (DRIVEWAYI CURB TRANSITION DETAIL Registered Civil Engineer <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SOUTH STOC KTO N SIDEWALKS SHEET TOTAL <br />Y. :urv, _ COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS NO. SHEETS <br />CIV e_� I Q3_une, 2011 7`a2,�/ (Eighth Street, D Street, Ninth Street, Loomis Avenue, Pock Lane and Eleventh Street) 21 25 <br />FILE NAME I DRAWER I SHEET No I ACAD REVISIONS DATE <br />