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KILOMETER POST SHEET TOTAL <br /> DIST COUNTY ROUTE TOTAL PROJECT No SHEETS <br /> NOTES: S KEYED NOTES: <br /> 10 Si 12 15.8/17. 1 13 61 <br /> 1 . FOR COMPLETE R/W AND ACCURATE ACCESS DATA, � <br /> SEE R/W RECORD MAPS AT DISTRICT OFFICE. y p� ❑1 REMOVE EXISTING ROADWAY SECTION, SEE STAGE Z'D(o-D/ ??, FESS/ <br /> 2 2� CONSTRUCTION PLANS PRIOR TO REMOVAL. etric REGI D ENGINEER DATE p P G °yq( <br /> x 2. UNLESS OTHERWISE NOTED, STATIONS AND OFFSETS ARE O p ° eon F <br /> FROM "SJ-12" LINE AND ARE MEASURED TO TOP BACK OF 0 Z 2❑ SAWCUT AC PAVING. <br /> k <br /> , <br /> CURB, EP OR AC DIKE FLOW LINE. CQ m 3 REPLACE ASPHALT CONCRETE SURFACING. PLANS APPROVAL DATE No 46387 m <br /> `J PLACE 200 mm AC (TYPE B) OVER 355 mm AB CL2. * ExP.0.3 3/-O <br /> 4 4 REMOVE EXISTING BASE AND AC SURFACING. SAN J 1810 E.. HAZ COUNTY F °F `FOR <br /> AZELTON AVE. sTgT CIVIL <br /> SEE GRADING AND DRAINAGE SHEETS. STOCKTON, CA 95201 cA� <br /> o, ,� �' off`'' `,�3 20237 DOUGLAS BLVD. #100 <br /> N, <br /> o. <br /> ES � ��� ��� h 5 � s�o ROSEVILLE, CA 95661 <br /> C BIKE The State of California or its officers or agents shall not be responsible <br /> 8ga�1 �$B1 EP �6- 4 3 for the accuracor completeness of electronic copies of this plan sheet. <br /> ETW j <br /> m N 1 14.488 LT <br /> 5 <br /> w 44+06.743 <br /> 5 i 3923) �93jJ .39Q,J SAWCUT3gg293s X930 �9, 9O $$6 <br /> w Q \ .J `,J <br /> U 5.500 LT 2 14.514 LT <br /> x w44,3+29.873 ROUTE 12 43+82.967 <br /> Q W , R .09� oAC DIKE <br /> WWU <br /> A 1SJ-12" LINE rA � Af� ,,� a" 426.440 A A 44 A W 89 33 13 E <br /> J w w -- - W <br /> 4 3 - --- -- <br /> U U - -_ <br /> N w R=3.700 AC DIKE <br /> Xgoo O XO ``9 W <br /> 43+2 RT �- � <br /> 43+29.872 1 .900 RT <br /> 43+75.676 6� <br /> �; LkSAWCUT <br /> 7.177 RT <br /> 43+65.832 RT R=6.800 43+82.511 r <br /> F- 43+65 �2 2 <br /> x 14.607 RT <br /> S <br /> CO O 17.803 RT 44+01.397 �'' s 1 G� <br /> m Z 43+55.699 17.803 RT <br /> > 2 43+73.418 1 <br /> aI385j SAWCUT (3899 v �3`8jS (3 ,69 3ET <br /> 8 ' ' 380..1 <br /> 20.237 RT �,; W <br /> 43+90.308 ,- <br /> _ 2 -` 3.721 SJ EP <br /> - 09 3 y <br /> (3 X43 (3 541 __3.871 <br /> 20.803 RT <br /> p D 2 44+05.113 <br /> 22.831 RT FS R=32.500 2 C -3=Ar <br /> R=17.000 <br /> 43+53.181 -� <br /> Z <br /> -A.500 <br /> O X16 <br /> �O I R=17.000 <br /> 0.3 <br /> - <br /> x z ,soy <br /> 1, <br /> � s 8.462 RT "T1" <br /> O PARK r3 386 30+76.589 <br /> Z5.119 LT "T1 " �p <br /> Lu N 30+77.035 �� * ,50, <br /> RIDE <br /> CL $ N, 12.386 RT "T1 " <br /> Lu 30+66.721 <br /> 2.699 RT "T1" <br /> 30+77.035 ' .. <br /> x u� �1 � <br /> z UI <br /> = 9.228 RT "T1" <br /> VQ 30+59.432 <br /> 11 .884 RT "T1 " <br /> WC <br /> x o 30+49.552 CONSTRUCTION DETAIL <br /> II­_ (2.6cc <br /> 87 <br /> 11.576 RT "T1 " SCALE 1 : 200 go <br /> y 30+49.552 <br /> ALL DIMENSIONS ARE IN Cm2 o <br /> METERS UNLESS OTHERWISE SHOWN o <br /> FOR REDUCED PLANS ORIGINAL0 20 DRAWN BY: C.NEWTON <br /> SCALE IS IN MILLIMETERS j i I i 4I i 6I 8I DWG FILE: 0400O2 ICU 06241 EA 456001 <br /> T3 �� <br />