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54 54 <br />O <br />LOW POINT ELEV = 45 . 10 0 r\ <br />r)° LOW POINT STA = 122+22 . 33 N Ln o N 00 <br />52 c ' <br />n PVI STA = 122+19 N 0 0)52 <br />It <br />PVI ELEV = 44 . 85 <br />r- <br />II 0 IIIIo <br />V)A . D . = 1 . 98 ui Rt TOC 126+75 . 60 EL 48 . 79uV) <br />O > > LLJK = 50 . 41 U > Q J ri Ln II II Q <br />50 <br />m m <br />w <br />w <br />V) `' <br />Q w Rt TQC 125+80 . 00 EL 47 . 91 V) <br />w <br />50100 . 00 VC II <br />4'II Rt TOC 125+40 . 00 EL 47 . 35 „ w <br />00 Q J 0 <br />V) ' ' a 0 . 63% <br />48 <br />Rt TOC 122+60 . 00 EL 44 . 54 a- <br />48 <br />j I <br />O Rt TOC 121 +80 . 00 EL 45 . 28 Rt TOC 122+80 . 00 EL 44 . 76 Rt TOC 123+80 . 00 EL 45 . 12 <br />r. Rt TOC OG AT " LS2 " IRtTOC122+00 . 00 EL 45 . 17 Rt TOC 123+00 . 00 EL 44 . 88 <br />Rt TOC 122+20 EL 44 . 67 <br />46 Rt TOC 460-6 <br />93 - - - - 0 . 30% <br />Lt TOC 124+50 . 76 EL 46 . 69 <br />OG AT " LS 1 " <br />Lt TOC I <br />44 Lt TOC 123+05 . 26 EL 45 . 55 <br />Lt TOC 123+80 . 00 EL 45 . 77 I <br />44UIDO _I Q O: J 0- <br />41 <br />LL- <br />p <br />a- LL a <br />w 1 <br />O L U 4 <br />O <br />J J J J J <br />42 o r7 <br />0 <br />O cn O J 42 <br />00 0 0) <br />o o oop <br />O <br />ee <br />00 11 . <br />Cq 00 -PhRIUN6 ---VAbt C ' Ln O N PROFILE N r 1 24+00 <br />I <br />J <br />O 1 25+00 126+00 127+00oovwrt5,ils I 122+00 ' r ojLK N J <br />m r r i N rn '0 SCALE : HOR 1 "=20 ' -- `n o °N° <br />N CURVE DATA <br />END VGA d0 0 VER 1 "=2 ' p <br />00 O U <br />RADIUS TANGENT LENGTH <br />O V) <br />O O O <br />r7 J M N 1 7.00' 65'57'29" 4.54'8.06' <br />k 2 W i 0 2 20.00' 155'58'02" 93.96' 54.44' <br />O r7 <br />Qf <br />b $ pJ X R Ln w 3 7.00' 65'57'29" 4.54'8.06'L <br />Lf') = J N CD k N _ N N N gip.4 20.00' 111'21'16" 29.29' 38.87' <br />I O <br />U <br />I J J J N (n <br />N p 5 7.00' 44'27'49" 2.86'5.83' <br />r7 <br />O <br />c r n z 6 300.00' 14'55'58" 39.32 78.19oprcnzjEXR/W <br />7 08 77'25 03 24.04 40.54 <br />cn w o PEDESTRIAN <br />I O) J N r0` > 0 H U <br />BARRICADE <br />s 5.00' 18000'00" _-- <br />15.71oy` <br />rn rn f PER CT SP ES-7P 4 AC <br />10 540.00' 136.36'22" 178.62' 345.00' <br />w z <br />OVERLAY 11 558.00' 15'26'19" 75.64' 150.35' <br />p <br />CD i 12 539.00' 2'23'47" 11.27' 22.54' <br />V) C w ± > y <br />1 ' 11 <br />NEW MB 13 529.00' 2'23'47A 11.06' 22.12' <br />J I S€€ r^-7 14 510,00 14'1308 63.61' 126.57 <br />d* 124+00J LS2t fNE 12,9+00 15 1212.00 5'20 26 56.61 113.15 <br />LLJ 4 <br />S-E€ C-9 C&G 1 QyADG4/4Rp <br />d, FOR INT D TYRE 7S 'GRASH CUSHl J n <br />DETA I Qo L_4WER SACH RD GR 1 ND 2 <br />126+0 k `; <br />ROLL CURB , GUTTER & SIDEWALK h,, <br />SASD <br />mIROLLTYPECURB ,X <br />EX R W <br />n <br />2 g i II GUTTER & SIDEWALK <br />n x 0 <br />2 <br />h <br />A <br />VA 15 'k h N <br />1 <br />ti Rr2 . 5 x <br />CASE 0 <br />s <br />U <br />LLI <br />5 U m <br />EX R W MBGR SEE SHEET C-7 <br />r <br />O <br />m <br />NCn <br />U I <br />c9 CD30' o- U <br />O O O + V) <br />M N <br />N NoO0frnrn <br />u CN O w <br />cD 00 00 D 3 u) <br />z <br />CD <br />e Ln op <br />p <br />c0 CO O <br />S <br />LL O p N O N R9Ct10fiS B In J <br />U <br />0 cn <br />L0 <br />p J <br />w <br />Ln w Changes <br />y <br />co <br />O <br />U O_ O cD <br />N J N N N <br />1\ J m <br />ale 1271 OCo <br />Of O <br />LL-0 m O z O) O <br />a- <br />LLI <br />Ul Vl n V) ny Pemon Lk ft TW Drawk D SIOIid Veflly N <br />N <br />z <br />z <br />FLOR I ST J rn N 000 J J + nq mformadon By insDec tine Thi ekP vik rM wU0 N 0 N n z r V) I <br />R/W <br />e a o U - N z x <br />O CD O J PLAN L-40 }/ o O rn LL --1- 0) 0 00 <br />ELEVATION ® BOW <br />03' M + <br />0 <br />O + + a + SCALE : 1 "=20 ' <br />TO MATCH CONC . PAD 94- <br />O <br />N (0O <br />0_ z <br />N C - T U V) - BLDG TO REMAINJnp :2 V) U) V) (D QROFESSIONq <br />00 Ln O w - <br />J J J m N' R0,BLDG TO REMAIN Revision Nave <br />F <br />BEFORE EXCAVATING N + + No <br />Description Date By D <br />MARK THOMAS & COMPANY, INC. 2 DEPARTMENT OF PUBLIC WORKSCALLU.S.A. <br />UNDERGROUND SERVICE ALERT V) V) ORIGINAL SCALE IN INCHES 7300 FOLSOM BOULEVARD, SUITE 203 <br />800-227-2600 SACRAMENTO, CALIFORNIA 95826 <br />TOLL FREE Z = FOR REDUCED PLAN <br />916) 381-9100 <br />No. 35 <br />93 <br />J J <br />9/30/0 SAN JOAQUIN COUNTY, CALIFORNIA <br />2 WORKING DAYS BEFORE ALL J O sr9 C v c\P <br />PLANNED WORK OPERATIONS 0 1 2 3 rF OF CAUFo <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE LOWER SACRAMENTO ROAD IMPROVEMENTS SNO SHEETST. NGUYEN 51004 COUNTY OF SAN JOAQUIN SCALE: 1 "=20 ' ROADWAY LAYOUTS <br />A. ENGEL 5110104 C. ROCKWAY 5/10/ <br />a <br />s=l¢ TURNER ROAD TO WOODBRIDGE ROAD - PHASE 1 9 64 <br />FILE NAME DRAWER I SHEETN0. ACAD REVISIONS DATE