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to <br />.......... ...... .... . ..... <br />....... ........... I . <br />.......... : , . . ....... ....... ... . ......... . ............ ............... % ................ ........... ...... <br />...... ....... ..... ;. ................. ..... <br />...... ....... ....... .... ............... .... <br />......... 4. ....... ....... .1 ....... Inlet . ........... % .................. .......... <br />....... ....... ....... <br />% .......... <br />5H <br />FRONT'- ­ <br />APE ROA& <br />.................... ...... . ....... ....... <br />11 ........................ ...... <br />........... Inlet ......... ....... <br />BEGIN PROJECT <br />C SJ 0389-05-089 <br />• STA. 304+00 '6 <br />LP <br />305.0.00 <br />SH 146 <br />V. r <br />BEGIN PROPOSED <br />G" CONC. CURB DOWEL) <br />................ DETAIL A <br />........ ...... ....... .. .... (Typical) Exist. <br />.... ...... ......... . ..... Ty A. Inlet <br />............... <br />. . Exist. Exist <br />........ . ........... ... ............. <br />.. <br />... ...... . ..... ..... .......... 48_" RCP 24 " RCP <br />­ ...... Ex i st. <br />R. 0. W ....... Exist '�48" RCP <br />. ....... MH Ty ..................... <br />ReE x i 0'7' .... ................. . . ......... <br />mo e Exist.Ty.-c Inlet <br />18" RCP .... <br />............................. <br />. ....... Full -Depth Repo i r <br />....... ....... <br />Intersection Lighting ....... ....... <br />(To Be Installed -BY Others) <br />BEGIN LANE TRANSITION 290, <br />STA. 304+19.2 <br />Intersection Lighting <br />END LANE TRANSITION (To Be Installed By Ot'hers) <br />STA. 307+09.2 <br />Install 200, <br />Ty C Inlet Install 18" RCP (12') <br />Lateral A <br />SAW CUT 6" FROM 50 Rod. <br />EXIST. FACE OF EXIST. CURB/.. <br />CUR <br />END PROPOSED 6" CONC. <br />7 . . .. ..... ...... CURB (DOWEL) 50 <br />STA. 309+ <br />2 <br />MIN. <br />FACE OF <br />NEW CURB <br />40 Work Area <br />DETAIL A <br />N. T. S. <br />LIMITS OF <br />LJ CONC.'PVMT. <br />3 <br />)0 <br />................ <br />............... <br />............ <br />END PROJECT <br />CSJ 0389-05- <br />STA. 310.+00 <br />LP <br />Remov 6" Curb <br />(545') (1 no i dent a <br />...... . . .. <br />to item 104-501) <br />DETAIL A <br />T y p Qa:j;:)K <br />z W <br />%J <br />W <br />W <br />T F <br />7 <br />> <br />co <br />NOTES: <br />1. Newly installed RCP shall match <br />soffit elevation of existing RCP. <br />2. Newly installed RCP shall be sloped to <br />&a i n. S I ape sha I I not exceed 0. 5%. <br />3. See Detail A for minimum pavement <br />width details. <br />............ 4.. Barbed wire fence to be removed <br />....... from Sta. 304+19 to Sta. 309+50 <br />This will not be paid directly but will <br />be considered incidental to item 112, <br />"Subgrode Widening.". <br />0 <br />0 <br />oe <br />91 <br />LLJ <br />U <br />Z <br />LLI <br />Uj <br />LL <br />LLI <br />OF XX <br />00' <br />00 <br />00­"­1 ......................... <br />JEFFREY E. MARTINEZ <br />................................ <br />-a85516 o, <br />G IS T <br />.......... <br />XXX IONAL <br />The peal appearing on this document was <br />authorized by Jeffrey E. Martinez, P.E. <br />85516, on Januaru 27, 2003. <br />N. T. S. <br />whartonRTfl.dicin <br />mmwwm.� <br />