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Moy be reduced to 4&, on repair <br /> and replacement work Only–if <br /> i approved by the City Engineer. <br /> 6" I 2'- 0„ 2 <br /> R :I/2” RJt2 <br /> A dto R1 <br /> If <br /> `v ID <br /> a " r ° . • j'3/s"Dio. � 24"Steel dowel <br /> A. a: ' bars of /2, o.c. greased and <br /> ° e ° wrapped one side through <br /> See Note 4 every expansion joint. <br /> STANDARD TYPE "A" CURB and GUTT R <br /> 6 <br /> 2" <br /> R sT1, ■1/2" <br /> qR A R <br /> Type "F'�curb a apron for use on medians. <br /> �.r ° .�. -a �.y_ 2 – s/e" Oia. X. ..24" Steel 'dowel <br /> See Note 4 bars at 12" on center greased and <br /> wrappeld one side through every <br /> expansion joint . <br /> 'TYPE " F CURB and APRON <br /> 41/2- R <br /> k T k/2 <br /> 62 R ■ /iRPavementSee Note 5. # 4 continuous longitudinal <br /> bar. <br /> SeeNote 4 I/2„ Oia. x 8" dowels spaced <br /> 4' on cenler max, or E=poxy <br /> TYPE " B " CURB <br /> Type "a"curb may be used for high side TYPE C C U R B <br /> of Frontage Roads a median side of Type 'C"curb shall be used <br /> ExprBssways. for Traffic Islands only. <br /> NOTES <br /> 1. Fine hair broom finish on curb a gutter, 4, Moterip/ under ou{b�t$ulter <br /> QQ shall Oe compa4c e <br /> 2. C l7sh a tcur 9 hcl/ beolnStocklonanSrdndardhSpeul4catrona ct,ons 90 o deptRelh ofY6,Compaction <br /> 3. CansJruct E+nonsicn Joints 200`c.c. maximNm, of curb returns, •S. 2-5/8"steel dowels at each <br /> c�rch bosr'ns, and both sides of driveways. expansion joint. <br /> TYPE <br /> IIA 11 1t It ,1 C[T It F11 Approved by y}. <br /> No-r— <br /> o. Revised By H <br /> R .L.R. CUR BS a GUTTERS c,, n ,ne <br /> prawnber <br /> Checked b CITY OF STOCKTON DQt, 11) f 1t° 0 ' <br /> DeAIRTM NT OF ielJii X WORKS Drawing No. <br /> Scale No Scale k <br /> t. <br />