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Conform <br />Sta 9+85 <br />Existing Conc Dwy & Mow o " <br />y°J�ato. Strip to remain in place Z �� y� <br />W R/ _ <br />/� y LZN- o o I I� <br />& Const -1�-- ++� <br />EP + /TFL iR=27hFW o l l III I <br />o rn Con_i �Cn DwyR/Wi 1 `LF <br />rt m f 28L I I <br />MCO <br />+ N WRIGHT 9 AVENUE Ni O ;g <br />1SMH <br />39 <br />a <br />i <br />4 N[ <br />jp <br />EP i R=27' Nm 114 i <br />FL L_ <br />��I III <br />END PROJECT <br />O 'Tl N 0-7,111 O -Tl w O TI (n <br />II it II II II II II II <br />O (O CO �O to (D co t0 to c0 Co to <br />CD CO + co to + to to + c9 to + <br />i0 Cn to rn o _P� cn 000003 <br />Cb �o CD Coo o Cno v N<rt Grades <br />102 ... ;..... : ...... ...... U <br />101 Existing �. R/W 11 <br />& Const <br />100 =-0.50%.i—. 1.06% <br />99 St 0 0051 9 <br />.. .. <br />98 ... <... Rt FL ..... Rim Elev (29 Rt) 00 ... ..,.I : New SDMH 9 <br />S-00032 R = 111 Rim Elev <br />97........... n...Rim Elev (21' Lt)=98.92.... ...li..a.c=99.43 9 <br />N <br />96-: <br />�.... .................. ....... ........... :..... ,...... , ..... <br />95 <br />o Inv In (S&N) 95.58...... ;Existing 9 <br />94 rt 12' SD : I : 0 9 <br />.................. ...:.i.. <br />.....:...:. .. <br />93 New COS SDMH (Type 5' Lt "'I'j' TY 9 <br />pe 1) <br />92 (Yp ) ( ) . <br />..:............. :...... :..... c..........;.l.l.:..... .-.;..... 9 <br />0 <br />91 b 118 LF <br />VERTICAL 1�—d L;18" SD :.... <br />90 SCALE IN FEET ..: ....... .... ...... ... : 9 <br />0 20 40 Inv In <br />89 HORIZONTAL ... :. 88.36 <br />SCALE IN FEET 18' SD <br />RR F <br />STA <br />1 <br />COTINTY OF SAN JOAQUIN SCALE AS SHOWN <br />DRAWN BY DATE I PROJECT ENGINEER DATE <br />Ryan Yamada 1 11/13 1 11giiaa�L /2q 114 <br />I <br />LPI <br />I <br />�I <br />�I <br />I <br />II I <br />II <br />II'I <br />11_j <br />OE Sto 9+76 (Lt) Relocate Existing Roadside Sign <br />to Sta 9+73 (21Rt). <br />OF Sta 9+69 (Rt) Relocate Existing Roadside Sign <br />to Sta 9+57 (19' Rt). <br />$- ASSUMED DATUM: <br />Sta 10+25.57 (18.45' Lt) <br />Southwest Corner of LP <br />Conc Base <br />Elev = 99.984 <br />water ana gas une (3eptns an <br />a wcauons are not <br />shown on profile. It shall be the Contractors sole <br />responsibility to protect all existma utilities. <br />PSN AND PROFILE <br />BY DATE <br />�I�zS 0 <br />2� Sta <br />Cut & <br />R&D 2 LF <br />exist 8"0 <br />RCP. <br />Paid under <br />SDI <br />Remove <br />Drainage <br />Facilities <br />item <br />of work. <br />2� Sta <br />9+77 <br />(21' <br />Lt) <br />Construct <br />18"0 <br />SDI <br />Rim <br />Elev <br />= 98.92 <br />12" <br />Invert <br />Out <br />(S) = 95.75 <br />See <br />SJCO <br />Std <br />CW—D14 and CW—M7 <br />Construct 4' wide 64 LF PCC Valley Gutter <br />(see Sheet 6 for detail). Water line blow—off <br />valve to be relocated by others. <br />Place SDMH (Type 1) per COS Std Drawings <br />50, 53, 54, 55. <br />Rim Elev = 99.43 <br />12" Invert In (S) = 95.58 <br />12" Invert In (N) = 95.58 <br />18" Invert Out (E) = 88.54 <br />5❑ Sta 9+77: R&D existing 18"0 SDI (17' Rt) <br />(R &S existing grate to SJCO) and R&D 33 LF <br />existing 12"0 CMP. Paid under Remove <br />Drainage Facilities item of work. <br />Sta 9+77 (29' Rt) <br />Construct 18"0 SDI with 4'x4' AC Apron <br />Rim Elev = 99.00 <br />Existing 10" Invert In (S) = 97.66 <br />12" Invert Out (N) = 95.92 <br />See SJCO Std CW—D14 and CW—M7 <br />7❑ <br />Sta 9+77 (Lt): <br />Connect 18"0 <br />SDI to SDMH <br />(Type I) with 16 <br />LF 12"0 <br />RCP <br />(Class III). <br />Sta 9+86 (5' Lt): Connect new SDMH (Type I) <br />to existing SDMH (Type 1) with 18 LF 180 <br />RCP (Class III). <br />❑9 Sta 9+95 (5' Lt): Existing COS SDMH (Type I) <br />18" Invert In (W) = 88.36 <br />Existing Invert In (S) = 88.73 <br />Existing Invert In (E) = 88.23 <br />Existing Invert Out (N) = 88.00 <br />10 <br />Sta 9+77 (Rt): <br />Connect 18"0 <br />SDI to SDMH <br />(Type I) with 34 <br />LF 12"0 <br />RCP <br />(Class III). <br />11 Cut & R&D 9 LF exist 10"0 RCP. Paid under <br />Remove Drainage Facilities item of work. <br />490' west of Alvarado Avenue to Alvarado <br />Sheet No. <br />5 of 8 <br />