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9 <br /> DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL <br /> TOTAL PROJECT No SHEETS <br /> NOTES: 10 SJ 1 15. 8/17.1 9 61 <br /> 1. FOR COMPLETE R/W AND ACCURATE ACCESS DATA, <br /> SEE R/W RECORD MAPS AT DISTRICT OFFICE. Z'O(o-Of pFEssl <br /> 2. FOR SAWCUT STATIONS AND OFFSETS, SEE <v LO G. g <br /> P+ t/�l�'i RE D GINEER DATE p P �Nq <br /> x CONSTRUCTION DETAIL SHEETS. ^12E" ���ooy`- <br /> EP ETW SAWCUT ETW ETW EP ES , , 3 _ 16 _ Of z <br /> �3.0 SHLD WB LANE 3.6 3.0 1 .0 No 46387 <br /> PLANS APPROVAL DATE <br /> N � SAN JOAQUIN COUNTY Exp. 03-31-0 <br /> VAR VAR sT CIVIL <br /> 2.4 MIN 0-4.3 1810 E. HAZELTON AVE. qTF OF cAL�F°�� <br /> STOCKTON, CA. 95201 <br /> 0.6 0.6 <br /> SAWCUT TEMPORARY MATCH EXIST--,,, OMNI-MEANS, LTD. <br /> PAVEMENT TO ! GRADE PG 2237 DOUGLAS BLVD. #100 <br /> PROVIDE 3.0 m 1_ 5q <br /> SHOULDER 2% T�q ROSEVILLE, CA 95661 <br /> p RHES The State of California or its officers or agents shall not be responsible <br /> c�°fo SUP 29, for the accuracy or completeness of electronic copies of this plan sheet. <br /> EG 48 mm <br /> o ui VAR 2-4% t MIN <br /> m N <br /> 548-75 mm MAX WEDGE GRIND AC <br /> o uiAC OVERLAY 7• <br /> ui SEE TYPICAL SECTIONS 3 <br /> i5 Q 10 mm MAX FOR STRUCTURAL SECTIONS <br /> LI <br /> of <br /> x <br /> TEMPORARY PAVEMENT FINAL AC LIFT <br /> 120 mm AC (TYPEB) SECTION A-A <br /> o 320 mm AB CLASS 2 (MIN) STA 48+70 TO 49+84 L-1 L-2 L-3 <br /> SEE STAGE CONSTRUCTION AND <br /> TRAFFIC HANDLING PLANS <br /> mm <br /> J w w 0.125 LT "12E" <br /> Z v 49+72.35 <br /> uj <br /> v o v "12E" 49+84.140 <br /> END AC GRIND 6.797 LT "12E" <br /> Y STATE R/W AND SURFACING 50+00.102 <br /> 17.754 LT "12E" 48+35.90 <br /> r771 <br /> "12E" 48+72.19 12E 49+27.66 LIMIT OF SLURRY SEAL <br /> BEGIN AC GRIND <br /> AND SURFACING 2.020 LT "12E" <br /> 14.635 LT "SJ-12" 49+98.989= <br /> 49+17.51 LIMIT OF TEMPORARY PAVEMENT <br /> _. "12E„ <br /> _ EP ROUTE_ 12 <br /> o[ z 1 .50 LT 12E'; S88049'1 9"Euj - <br /> 0 <br /> uitr) 48+45.25 _ <br /> SAW U <br /> 3.6 14.600' 3.6 <br /> Z x „ LINE ETW 3.0 <br /> p J J 1 .5 EP 12E _ 3.0 <br /> EI <br /> Lu ¢ W - N82°50 20 E 72.1$5 EP <br /> W 1 .5 49 <br /> = 5.4 "SJ-12" LINE 50 S89033'13"E 1103.723 51 <br /> 52 <br /> U) 3.0 n A 6.600 RT "12E" �i <br /> R=700.000 49+76.862 END TAPER <br /> Lu <br /> II L=101 .882 °+° <br /> 4. T=51.031 R=694.67300 <br /> rn <br /> 7.861 RT "12E" + A=8°20'21" L=92.178 `r <br /> 0 T=46.157 II J <br /> 48+83.730 6 A=07°36'10" u m <br /> 0 W <br /> z 6.869 RT "12E" <br /> O 50+00.171 CONFORM U <br /> H <br /> Q 0 <br /> H <br /> a J <br /> x to <br /> Q _ - STATE R/W <br /> o[ <br /> KEYED NOTES: <br /> F_ <br /> z F-- <br /> LU <br /> ❑1 ROADWAY EXCAVATION, SEE STAGE 0 <br /> QCONSTRUCTION PLANS PRIOR TO REMOVAL. U <br /> a <br /> Lu ❑2 REMOVE EXISTING STRIPING PATTERN. PLACE SLURRY SEAL <br /> PRIOIR TO STRIPING. SEE STAGE CONSTRUCTION PLANS <br /> PRIOR TO REMOVAL. <br /> Q ❑3 WIDEN EMBANKMENT PER STD PLAN A77F. <br /> O <br /> J <br /> zlzi(o3 <br /> U �c <br /> U- <br /> x O <br /> Lu LAYOUT <br /> co <br /> SCALE 1 : 500 o <br /> ALL DIMENSIONS ARE IN L - 4 0 <br /> METERS UNLESS OTHERWISE SHOWN o <br /> FOR REDUCED PLANS ORIGINAL4DRAWN BY: C. NEWTON <br /> SCALE IS IN MILLIMETERS I i 21 i I i 61 81 DWG FILE: 040L03 CU 06241 EA 456001 <br /> T35 <br />