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AC GRIND AND 2 OVERLAY <br />54 RIGHT SIDE 54 <br />HIGH POINT ELEV = 46 . 79 <br />Ln HIGH POINT STA = 120+08 . 39 n <br />c0 0 PVI STA = 120+12 0 <br />52 00 PVI ELEV = 47 . 04 <br />52 <br />II <br />T <br />U <br />U w A . D . = -1 . 97 w U <br />II II II II II II 0oII II pII II <br />p <br />II m K = 50 . 68 <br />U <br />wa <br />0 <br />q L dp F- m O <br />co <br />co co 0 <° <br />co co co w 00I-4+ L w m <br />w <br />onq-I <br />to co I- J Q 00 100 . 00 VC <br />50 rLO LO co U) <br />J <br />CO <br />tr <br />Nw <br />o00F- <br />00 <br />50 <br />00) poo p ' ' <br />a X00 00 <br />co LO <br />FG PROFILE LS1 LINEII cfl <br />Q w w <br />Q w Q w w w <br />it rt a cfl c0 <br />48 ~ w w w w w J Rt TOC 1 1 7+94 . 82 EL 45 . 00 p <br />0 p J 0 J o f p J <br />a <br />0 48nnnnnwWI t 0 JnQN CO w O w N W O J ao O <br />Rt TOC 116+64 . 59 EL 45 . 52 w F 0 i <br />w <br />0 i 0 O <br />Ita-a-a_a-0-Rt TOC 117+73 . 95 EL 44 . 89 Ia <br />46 Rt TOC Q-•gam 46 <br />0 . 19 <br />Rt TOC o Lt TOC o o M U 0 <br />0 co <br />co co F- of <br />J <br />J J d <br />44 <br />OG AT " LS1 " Lt TOC 116+13 . 85 EL 45 . 38 t TOC 117+75 . 00 EL 44 . 58 <br />O J o J <br />J 44LtTOCLtTOC117+79 . 56 EL 44 . 66 <br />0 <br />W w <br />N w 00 (0 <br />W In J <br />to w <br />42 <br />116+00 117+00 PROFILE 118+00 <br />42 <br />U a a m v 0 120+00 <br />0 <br />121 +00 <br />SCALE : HOR 1 "=20 ' m Q Q a w O <br />cv <br />r r VER 1 =2 N i U) w u J <br />U <br />n a <br />J J J J J J J 1 D' I <br />J N a <br />O O W <br />0 0 O rn O O U) 00 a J w F-0) <br />a +, <br />H 3 J H J I U J <br />CD 0) O 0 00 0 r O Z <br />m U o <br />w ` I naacnUaaUmJa - a J a <br />0_ o a <br />C9 <br />O U <br />n L0 L0 It 0 J O C Q tY n o J <br />0 <br />0 m <br />i 1 m to N cD r7 m N n <br />0' a C I O I of a o Q J rY <br />rn 00 O 1 a I J 0_ o' I I Of J N <br />oU o o w o 1 'n j Ir r- rz O It o nUOIo 0 o <br />z l U I o Q <br />qtm <br />O 0 0 1 O a 1 O O 0 1i a o <br />O O f- J O O J 1 Q O Li l a <br />N O N C7 r W 00 O Z O H O d' CO Q Z W O J O r Z <br />N a N N N I <br />O z <br />c0 c0 I 00 w O O w - Z O <br />W in 0 I 00 U <br />O O r w n 0 o O to U N 0 + + + + m + + (n + wU 0 m 0 PLANTER m U (n 0 <br />rn N n >rn <br />N <br />co M <br />N n <br />co <br />w M o SEE DETAIL 5 F' <br />Y <br />O - - - - - Q w NLO 0 <br />to 00 Z H <br />P0 z <br />r7 M O H- rn r7 W m U W <br />Ln I SHEET C-1 ( TYP ) I <br />0000Owo <br />oz <br />I coo 000 <br />1 <br />SAWCUT N o U <br />vNk t <br />w CASE D 00 <br />m U U QEXR/W T T fr <br />ct <br />I P qtr <br />1 <br />n77e , <br />R 2 5 I R/W <br />w <br />0 17, c S 1 LKV)171 m <br />9 hL V <br />17+p> 18+Ofl h 19+19Q 12-Q+'902a <br />011`N <br />IZV) <br />i7 X mSACRAT Rf3. T - <br />TY . . <br />it <br />rn <br />SAWCUT Ca4c^(.TI P SfQ <br />r 00 <br />1 <br />x <br />x x x x x x x x x x FL TD,'EWI C , <br />SAWC 8 r, <br />PLANTER rr y, r r <br />SEE DETAIL 2 EX R/W a , , oR <br />23 <br />SHT C-1 ( TYP ) y 97 . 73 32 . 00 R t CL DWY 0 a U o d <br />CONST 20 LF DWY m a w Cnn m a_ w W o64 . 59 32 . 00 R t O <br />o N <br />R/W E ) FENCEI I <br />c., z a TO REMAIN rn I` <br />EXIST C , G&SW BEGIN VERT CG & S RA t SE AC PAVING o' o- n Z Q 50 . 78 40 . 00 Rt CL 1 DWY 1 rn N <br />TO REMAIN ICONFORM THIS AREA - DITCH <br />U <br />p <br />D' - Of <br />CD <br />o tY a a o ¢ <br />0 CONST 20 LF DWY co <br />O OU O n 0 w I y , ;., , <br />CUR DATA TO FLOW TO DWY S1om o 0 0 00 o <br />m Q V Exist ing ' Structures Demol i hed by Others i 1 + a <br />RADIUS Q TANGENT L GTH RADIUS Q TANGENT LENGTH O N O w Q <br />O M N O 00 0' LO O cn CD <br />1 5.00' 180'00'00" --- 15.71' 10 7.00' 65'57'29" 4.54'8.06' O w PLAN N C O <br />2 5.00' 180'00'00" --- 15.71' 11 20.00' 155'59.31" 94.06' 54.45' <br />CN <br />J N N <br />0) W p > O O > C0 <br />U 2 G OG __ L-30035.00' 180'00'00" --- 15.71' 12 7.00' 65'ST29" 4.54'8.06' N) o0 N SCALE : 1 "=20 ' > 00 Z z O d- Z y ' > u:a jv. ,, t4;01."" Alm <br />4 5.00 180'00 00 15.71' 13 5.00. 180'00'00" --- 15.71' O <br />5 7.00' 45'16.30" 2.92'5.53' 14 5.00' 180'00'00" --- 15.71' N N OZ c0 w cN0 ONO W O O W OFESSIO <br />6 20.00' 135'18'32" 48.65' 47.23' 15 5.00' 180'00.00" --- 15.71' n w 1m + 1m + +1m P Nq( <br />Z <br />Description Date By Approved <br />H RSC FBEFOREEXCAVATING77.00' 50'2844 3.30'6.17 16 2.00' 157'4830 10.20'5.51' Revision <br />CALL U.S.A. 8 15.00' 140'26'42" 41.72' 36.77' 17 83.00' 92'11'30" ,6.28' 32.15' o B <br />MARK THOMAS & COMPANY, INC. DEPARTMENT OF PUBLIC WORKS <br />UNDERGROUND SERVICE ALERT 9 20.00' 155'55'26" 93.79' 54.43' ORIGINAL SCALE IN INCHES 7300 FOLSOM BOULEVARD, SUITE 203c. <br />A <br />800-227-2600 SACRAMENTO, CALIFORNIA 95826 <br />TOLL FREE <br />FOR REDUCED PLAN <br />916) 381-9100 NExp. <br />93 <br />30 os SAN JOAQUIN COUNTY, CALIFORNIA <br />2 WORKING DAYS BEFORE ALL sT CIVIL P <br />PLANNED WORK OPERATIONS 0 1 2 3 9TF OF CAV Eo <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br />T. NCUYEN 51004 COUNTY OF SAN JOAQUIN SCALE: 1 "=20 ' ROADWAY LAYOUTS LOWER SACRAMENTO ROAD IMPROVEMENTS NO. SHEETS <br />A. ENGEL 5/10104 C. ROCKWAY 5/10104 TURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 8 64 <br />FILE NAME DRAWER SHEET N0. I ACAD REVISIONS DATE