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cawsf. <br /> 4' �, 2" <br /> Cors f (iJJiir. <br /> O,.'f'Di,Fe - Tyv`A Li�ifs of C/eating � Grubbing <br /> 0. 25' A. C <br /> 14 , /6' y /6 ' 1-4 ' <br /> See 6 ± /O .see *� Gaff r & <br /> S'hou/o'er Detai/s S/�ou/der Detai/s yloy � ror�ed by Ei�9i�e`� <br /> TYPICAL DIKE SECTION <br /> TYPICAL SHOULDER DETAIL <br /> ON INTERSECTING ROADS <br /> �',risfing Roadway <br /> h .45oho/f Covcrefe Aspho/t Conorete <br /> (Refer fo fob/e~ fbr fhick/I 61 to fable far thic,Eness) <br /> Cvl <br /> 2 /2 ' /6' * Cross Slope sho// be 2 Z or As Oirectod By 15010 --B' <br /> Z 00,4 770A/ <br /> SA7. 747400 :Y'o , Sfo 48vi00 <br /> Sta. *00 lo Sto. /36 .400 0. 45 ' <br /> B /p sm. /. 6 7401 fo '910. 2e5-A92 O. 85 " 85% <br /> —27 <br /> �— 51o. 231-O03 to Sta 244 * 7J5 0. 8.5' <br /> .97`47 24 7* 73- lo Sfo. 3/3 80 0. 85Gaffer Grose <br /> SHOULDER DETAIL I TYPICAL SECTION A <br /> -.,, SHOULDER DETAIL 3 <br /> f�' Cons t <br /> V - Limi fs of C/daring f' Grubbing v; <br /> CGI /4 ' /6' � /4 /6' 4' /0' <br /> S' S' 4' /6" ,,See See % <br /> S'hou/der Defai/s - L` r A ,oho/f Concref . 7Jhellmy Profi/e G'�^ade 5hov/o'er Detai/s <br /> Gutter Croda Eristin9 Roadway <br /> SHOULDER DETAIL 2 <br /> Sfo. 48*00 Xo Sfo .561O0 <br /> 9Co st. <br /> Trees are to remain L/M/TS OF CLEAR/ � TYPICAL SECTION B <br /> SHOULDER DETAIL 4 <br /> 5' 2' /2' , /2' 2 5' <br /> Co/!5 f <br /> 40.06 , r. O./7 <br /> 006 ' ( _ <br /> { <br /> Exist. adbeo' O./7:4soha/t av mete over/oy . — Li/hi is o1`' Clearing f GrUbbiny <br /> /6 ' /4' <br /> TYPICAL SECTION D ErP "G�E'OL/.L;E <br /> Hwy/2 to 0hwch.SYII _`x Erx>Curb,Gutter�Side - Adj4f <br /> to Beg. - 23 <br /> /43 <br /> Brid9e'�/165;from fad Br.+oge*x//65 fo Beg BriaVe x//63. o. 2 See I 0 See <br /> Shou/der 2% � ;,�.�ys04 - 00 , / ,.<; 2�6+b258-1112 ¢ <br /> Shou/der Defai/s <br /> Const oetoi/s /¢3�OD�/92*40 9 3 2340 � -244?0W 2 .T <br /> --L IAII O F CLEAR/NG(6 GMBB/N6 /92-,SOD-/96td0 9 - 4 242 -247 0 4 ¢ <br /> /2 2S '/96►`OD-209+50 ¢ 4 247fOD-2524I9 3 <br /> X209-50 -2/%,4Oo 2 ¢ 2.52tA0-28Sf 3 3 <br /> Q 06' <br /> 0, 17" r. ✓ur. rd o6, t <br /> -222 v <br /> 2 2 265v W-292 4 / <br /> 'L- --_ -- -- - --- - - - --- - - - 222,OD-223 2 4 292,00-297 4 4 <br /> — — Exist el bodged Q/7 Alia/t Qr�cre Orer/ay / <br /> 4 4 2 <br /> 223+SOD-�ZSt.92 97 -.CD4oOO 4 / <br /> �Exisr. Coos Sfa 244-+ 75 to. �SAa, 247-A7.5 <br /> TYPICAL SECTION E if ¢ .�o��-3i5�8D 4 j4 <br /> NOTES. Churh -sr. ro End of Carla Gutter e Slaenro�/r-890'*- ¢' ytiio� �fik/air-s <br /> C/eorin9 a Grubbing will be confined A0 that which is necessary to deer areas /a TYPICAL SECTION C A S BUILT <br /> be paved' and to insure pavement drainage(Typ. Sew D f,E) �/ <br /> Z. Church .5Y` shall de pavBa' back to the ends of thd, radii a/ Me infersec/ion � CORRECTIONS BY�d` <br /> with rorio6/e thickness A, o Ov��/ay. <br /> NO CHANGES OT fi�elfer fo Cross swofioPII 1'`0/' <br /> I 4140 f 7,1 <br /> ELL /OTT ROAD DATE/ / _ . . M �7inor o`eYiotior/s from S'hou/e 'er A lai/s <br /> PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED BY DATE APPROVAL'REICOMMENDEDBY DATE SHEET TOTAL <br /> SCALE: PROJ ECT ' LOWER SACRAMENTO RQ No. HE <br /> �,GL'L Z-72- �'L/� �' �y.,,,, . RE 9338 =/=s� COUNTY OF SAN JOAQU IN NO SCALE TYPICAL SECT/ONSfETs <br /> a ELLIOTT ARD. 2 2 <br /> 4dV 3 P�" <br />