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ID <br />• L_ 12' <br />VL <br />EXIST 6" CURB <br />........ny.•...........n......... ......... ............ ...A.... ....... La <br />33' ROADWAY <br />Z <br />EXIST 6" LIME TREATED SUBGRADE \ <br />EXIST 6" CEMENT TREATED BASE EXISTING TYPICAL SECTION <br />EXIST 9" CONCRETE PAVEMENT (JRCP) N. B. & S. B. FRONTAGE ROADS <br />SH 146 <br />STA. 304+19.2 TO STA. 309+48.95 <br />12' <br />*1 <br />EXIST 6" CURB <br />33' ROADWAY <br />�..............•.......•..... A................................... <br />•......._.. <br />................... •..............i...........� <br />EXIST. 9" <br />CONCRETE PAVEMENT (JRCP) <br />EXIST. 6" <br />LIME TREATED SUBGRADE <br />(3-11' LANES) <br />6" Offset- <br />EXIST. <br />6" CURB <br />..........................................•. �......:....w.�..........t...................e....• �.............�................................ . a.. .........a.........•.............•. <br />.., ..... <br />. ,� <br />15' Usual <br />Limits of Pay <br />Lime Treated Subgrade (Item 2601 <br />Cement Treated Base (Item 2761 <br />13' Usual * <br />Limits of Pay <br />JRCP (Item 360) <br />12. 5' <br />11' <br />6" DOWEL <br />CURB <br />PlATCB EXIST. <br />CROSS SLOPE <br />off, <br />20' <br />Limits of Pay <br />Seeding (Item 164) <br />1' Curb -Offset <br />EXIST. 9" <br />EXIST 9" CONCRETE PAVEMENT (JRCP) CONCRETE PAVEMENT (JRCP) <br />ZEXIST 6" CEMENT TREATED BASE EXiSPROPOSED TYPICAL SECTION LIME TTREATED SUBGRADE <br />EXIST 6" LIME TREATED SUBGRADE N. B. & S. B. FRONTAGE ROADS <br />$H 146 SEE DETAIL "A' <br />PROP. 9" CONCRETE PAVEMENT (JRCP) <br />STA. 304 + 19.2 TO STA. 309+48. 95 <br />NOTES: * STA. 304 + 19. 2 TO 307+09. 29 VARIES 0' TO 1 3' + PROP. 6" CEMENT TREATED BASE — <br />PROP. �"OF' Tq 1l <br />PAVEMENT SHALL BE #4 BARS AT 6" LIME TREATED SUBGRADE <br />1. REINFORCING STEEL FOR CONCRETE '' S' It (No Lime Treated Subgrode Within <br />12" C-C (LONGITUDINAL) AND #4 SAW CUTTING IS Poo *�1 Taper Length, Sta.304+19 To Sta.307+09. <br />BARS AT 24" C-C (TRANSVERSE). INCIDENTAL TO Use 6" Cement Treated Bose.) <br />2. THE EXISTING CONCRETE SHALL BE ITEM 104, LIMITS OF / JEFFREY E. MARTINEZ <br />SAW CUT AND REMOVED TO ESTABLISH "REMOVING CONCRETE" CONC. REMOVAL /• • • ;• • . • • • • • • • • • • • • • • • • • • • • • • • •/ <br />NEAT LINES. ALL SAW CUTTING 1' ,1 8551 6• i <br />REQUIRED TO REMOVE -EXISTING A'. / <br />CONCRETE WILL NOT BE PAID DIRECTLY 'Q <br />BUT WILL BE CONSIDERED INCIDENTAL '1 �1��''' FGISTER�• <br />o - o 0 0 � Ss' <br />ZONAL EN— SCALE: 1 = 5' . <br />TO ITEM 104 "REMOVING CONCRETE o <br />S •• <br />(PVMT) ". �'. Q ���� TEXAS DEPARTMENT <br />® 2003 TxDOT <br />3. IT HAS BEEN DETERMINED FROM PRIOR The seal appearing on this document Was <br />JOBS WITHIN THESE PROJECTS DOWEL BAR authorized b TYPICAL SE <br />LIMITS THAT THIS LIME TREATED SUB- y Jeffrey E. Martinez, P.E. <br />GRADE IS DEGRADED AND CAN BE 85516, on January 27, 2003. SH 146 AT WHARTOI <br />REMOVED DURING EXCAVATION. THIS <br />WORK WILL NOT BE PAID FOR DIRECTLY DETAIL .o p �o FED. RD. STATE FEDER <br />BUT WILL BE CONSIDERED IN (. _ See JRCP Detail Standards for spacing 8 le DtvRD. <br />TO ITEM 112, SUBGRADE WIDENIIDENINGG"".. ngtnsl 6 TX <br />Backfiil is <br />Incidential to <br />Item 112, <br />"Subgrode Widening" <br />whortonrtbl.dgn HOUSTON I HARRIS 0389 1 05 089 <br />