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- - ------ ------ ----_. ..__._____ ____..__ -.__..__.... __--- ------ -- - - ------- --._.._ T- __T KILOMETER POST SHEET TOTAL DIST COUNTY ROUTE TOTAL PROJECT No SHEETS SEE 1H� SHEETI KEYED NOTES: 10 SJ 12 15.8/17.1 8 61 1 ❑1 ROADWAY EXCAVATION. SEE STAGE CONSTRUCTION PLANS PRIOR TO REMOVAL. etric RE D GINEER DA��-O �� PROEGS/oyq� COON_ x _ _ 1` I ❑2 SEE CONSTRUCTION DETAILS FOR INTERSECTION DETAILS _ , - ._'..P T� 1 CASE "CM" CURB RA 3 - �` - w 46387 "' - MP, SEE CONSTRUCTION DETAILS o No. 10 �0 PLANS APPROVAL DATE t Xp03-3f•03 t 1 3 SANK JOAQUINA COUNTY E 1810 E. HAZELTON AVE. sI CIVIL REMOVE EXISTING FENCE FROM COUNTY R/W TO COUNTY R/W. TF of FOR STOCKTON, CA. 95201 CA�� 11 PROVIDE POST(S) AS NECESSARY TO TERMINATE FENCE AT Ch y + I1 COUNTY R/W LINE. OMNI-MEANS, LTD. CIA �iA �N R� I 5 REMOVE EXISTING HEADER BOARD AT END OF EXISTING ROSE LLE, CAS B66. #100 /N� � - UNTY RAW I , � ROSEVILLE, C 95 CO it IMPROVEMENTS, CONFORM. The State of California or its officers or agents shall not be responsible for the accuracyor completeness of electronic copies of this plan sheet. 1 1 ❑6 REMOVE EXISTING STRIPING PATTERN. PLACE SLURRY SEAL PRIOR TO STRIPING. SEE STAGE CONSTRUCTION SHEETS PRIOR TO REMOVAL. N m w o � �7 REMOVE EXISTING MBGR w n ', O n w Q o Z 10 ❑8 WIDEN EMBANKMENT PER STD PLAN A77F. ui o I x O 11 ; L-1 L-2 L-4 Q \ Z ElCASE "C" CURB RAMP, SEE CONSTRUCTION DETAILS I o Z7 12.963 RT "T2" O31 +28.200 10 REMOVE BASE AND SURFACING. D 14.444 RT "T2" 38+06.5 TO 39+11.0 T1 31+19.625 5 1., 1 14.631 RT "T2" �} } 10.062 LT T2 1 I 1 31 +19.657 m m 31 +28.200 16.286 RT "T2" Qw w STATE FF - 31 +10.072 Y /W 1 26.152 LT "SJ-12" JN U » 46+33.216 w 10.062 LT T2 v o U 17.543 LT "SJ-12" 31 +19.223 z » » 0 24.071 LT SJ-12 44+83.689 CONFORM 17.964 LT "T2" r C.4 46+37397 31 +05.769 Cn 4 .23.823 LT "SJ-12" 46+37.468 20.763 LT 'SJ-12" `� z 0� W/TYPE SRT TERMINAL SYSTEM 9.52 MBGR, TYPE 1B LAYOUT, 8 45+84.450 M 20.800 LT "SJ-12" 19.577 LT "SJ-12" 47+83.353= 17.741 LT 9 „ „ 47+48.352 23.467 LT "12E" 47+85.703, CONFORM "SJ-12" 20.800 LT SJ-12 __ EP 18.563 48+17.842 "12E" ROUTE 12 45+65.563 12E' ROUTE 12 3 � R=11.810 46+43.544 ,. �- EP EP x x p ETW - _ _ _ __ . 3 _ - - - - - -- �_.� _ - - - -- - - - - 0 R=12.000 - 3 O 3.0 w z SAWCUT (o - 5.500 LT "SJ-12" -� » » v „ S-A= 5.136 LT "12E" 2.899 LT SJ-12 1. 99 LT SJ-12 c� 0.462 RT SJ-12 46+38.571 o j w N 6 45+51.453 o Ci 47+91.451 O I 1 .5 ETW 1 5 45+80.946 v 4 +80.946 R=43.500 SAWCUT - - - _ -- - - - - - - - - - - -- - -_ - - - - _. - -_ . - - -- - - -- - d w J - EP - - _ _ __ 1.900 LT "SJ-12" 46+49.662 - 1 J -- - a� Q EP R-168.500 2❑ _ 1 .5 EP 1.5 46 SJ-12 LINE D W 1 .5,... _ ETW S89°33'13"E 426.440 - W 0.199 LT "SJ-12" __. __ _ - - _ R=1.000 _ - R-206.500 47 W 45+81.453 EP 2 0 1 .530 LT "SJ-12" A -- - 48 (n LWiI °p 45+90.064 S89°33'13"E 105.732 \ "12E" LINE _1_,5_ - -- 47 1.5 ETW Lv 46+12.970 SJ-12 _ c, - N N W 2:989 RT SJ-12 � (n 8 30+77.158 "T2" _�- - _3 - 46+38.63 ETW (n - ETW _ _ 1 .500 LT 12E 3.0 �' R=11 .810 3.0 3.0 � � EP N EP » 1.500 RT "12E„ 48+11 .505 rNn R=12.000 1 .500 RT 12E' 47+85.365 "SJ-12" POT �I 20.800 RT "SJ-12" 45+79.919 20.791 RT "SJ-12" 46+70.743 47+18.563 R=718.050 O 7.62 MBGR, TYPE 1B LAYOUT, 46+38.757 10.200 RT "12E" 10.094 RT "12E" L=95.137 + W/TYPE SRT TERMINAL SYSTEM w 46+61 .202 47+18.260 BC EP RT T=47.638 R=700.000 8.882 RT "12E" Ln o 20.978 RT "SJ-12" D =07°35'29" L=92.941 �n p� 7.000 RT SJ-12 46+12.832= T=46.539 48+12.119 EC RT EP o 46+38.790 C) 46+12.832 "12E"= 4 10.200 RT "12E" x a0 30+70.157 "T2" =07°36'27" z 25.792 RT "SJ-12" o 47+10.569, BEGIN OAC 45+89.912 z 17.736 RT "T2" TAPER STATER W 30+50.306 15.845 LT "T2„ 10.362 RT "T2" 30+41 .974 30+35.396 uA 12.638 LT "T2" 10.362 RT "T2" 30+21 .932 30+21 .932 10.362 LT "T2" 1 5 Lu 30+21.932 " t W I z121�D3cr� - - } V) o z :D cr_ J - O < z V U I0 Io (n NOTES: x O 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, LAYOUT W Q SEE R/W RECORD MAPS AT DISTRICT OFFICE. co 1 2. FOR SAWCUT STATIONS AND OFFSETS, SEE SCALE 1 : 500 of CONSTRUCTION DETAIL SHEETS. L - 3 0 ALL DIMENSIONS ARE IN 1 METERS UNLESS OTHERWISE SHOWN N 0 FOR REDUCED PLANS ORIGINAL0 20 46 $ DRAWN BY: C. NEWTON SCALE IS IN MILLIMETERS I i I i 1 i 1 i I DWG FILE: 040L02 CU 06241 EA 456001 T3 52.