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Z <br />0 <br />Maximum Payment <br />Width for Maintain <br />Existing Lawn (Soc <br />Place Lawn (Sod) as <br />required to restore <br />adjacent area <br />Sta 25+95 (Rt) <br />Flowline — <br />of <br />Gutter <br />o, <br />cN-- <br />wc) <br />Flowline <br />-----2% 5% <br />_Max _ ---n Max <br />4" (Min) Aggregate Subbase, <br />Class 4 compacted to a min. <br />relative compaction of 90% <br />SECTION A—A <br />PRINCET®N AVENUE <br />eA S• <br />Dsle+e�Install New Curb Ramp— o o <br />Fype--05 SDI Framye, Aja <br />�djvst <br />4,over and Face Angle ooOL o10 <br />0 00 <br />"Refer to SP -D72 and D74C00 <br />0.r1%i}4lle4 IB" S+.rw, C/ryo.. JL"w1s+ <br />crfcl+btt96rt 9 cp <br />Place Truncated Domes at Curb � <br />Ramp per RSP A88A (Typ) o 0 <br />Retaining Curb <br />Conform <br />Princeton Avenue <br />Sto 26+18 <br />w <br />9 =1 <br />03� Z <br />w <br />Q <br />'s. <br />Conform at Existing on <br />m e I <br />�oN s r1 <br />n'y Existing�- <br />` CG&S <br />/ CURB RAMP DETAIL (RECONSTRUCT) <br />Sta 26+10 (Rt) Princeton Avenue <br />'k Measurement for Payment shall be made in linear feet <br />at Face of Curb (Flowline) and paid under the Minor <br />Concrete (Curb, Gutter and Sidewalk) item of work. <br />COUNTY OF SAN JOAQUIN No SCALE <br />DRAWN BY DATE PROJEC1 ENGINEER DATE <br />Ryan, Yantacda 5113 1 _ JJ y^t.!5 510 <br />WCUt <br />Maximum Payment Width for <br />Maintain Existing Lawn (Sod) <br />4' — <br />4 3„ <br />2%_ _ ark <br />. 101/2 <br />Plac4 44 444 A <br />e Lawn (Sod) as 12" <br />required to restore 6 (Typ) <br />adjacent area <br />4" (Min) Aggregate Subbase, 6 6 <br />Class 4 compacted to a min. <br />relative compaction of 90% <br />Score M <br />Place AC (Miscellaneous <br />Areas) 0.50' thick to restore <br />pavement. This shall be paid <br />as included under various <br />items of work. <br />Dimension: 10.6 LF @ Lip X <br />1' wide (max, payment width). <br />CONSTRUCTION DETAILS <br />CHECKED <br />DATE <br />!�1 Radius = 16" <br />Radius = 4" <br />15„_J 9„ <br />Curb <br />Match <br />4"t <br />7„ <br />Height Varies, <br />Existing <br />Adjacent Curb <br />Crass Section <br />Six 5/8" x 24" long steel <br />dowels greased and wrapped one <br />side through every expansion joint. <br />S TYPE CURB. GUTTER AND SIDEWALK DETAIL <br />Inman Avenue and Princeton Avenue <br />* Damage to sprinkler systems shall be repaired within <br />24 hours at Contractor's expense. <br />Face of curb <br />6" min. <br />8" max. clearance <br />ted Domes <br />ity Ramp per <br />RSP A88A. <br />EXISTING RAMP RETROFIT DETAIL <br />Sta 26+10 (Lt) Princeton Avenue' <br />LJ <br />WEST COUNTRY CLUB RECONSTRUCTION, PHASE 6 I Sheet No. <br />(Inman Avenue and Princeton Avenue: Kirk Avenue to Ryde Avenue) 10 of 12 <br />