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COrisf �`.Q/Gl/ <br /> 30' 30' <br /> �C <br /> I <br /> /2 ' —/2 ' <br /> See Shou/der Otfai/s 2 / See Shoulder Oelmis <br /> 2 % <br /> Q:_v,: .oma: a:•r:v=�:�" ®¢.^® a"4.. . <br /> • s_e• <br /> O• /7' 4spho/f Card-efe <br /> O.,50' ,499re9afe Base <br /> � Collis/ - TYPICAL SECTION I <br /> 29' L/rr�ifs of C/eorir�gGrubbing Sfa. 3/3y`2.5 lo Sfa 2.5 Limifs ofC/eorrirq s°`6ra66iirq <br /> i <br /> 12 3 <br /> SeCfioa /n excavation S110U1.40ER DETAIL SCHEDULE "' Seefior� in xcari4�'ior� <br /> ' Conform /v/oen ambon.Fir-eaf STAT/ON to STAT/ON L T. RT. y <br /> Condi`iG+�JS ,a�evoi/. Q Caaform urheh em6on.�rr�crrf <br /> SHO UL DER DETA/L A ' 3 f 25 fo 326 � 25 � SSyOUL DER DETA/L [� CGirlc�i�`ioas ,orevov� . <br /> � 322 625 ea 329 � 00 A A A A <br /> Conal R/W 329y' 00 eo 335 00 A r <br /> 335-100 to 339 f /5 E E n D <br /> 6 ' /2 ''----' I 339 /5 e o 34/ /.S A E A S D U IL T <br /> 34/ /5 fo 345 50 A A <br /> 3455'50 ea 352 / 00 F A CORRECTIONS <br /> ®�� I 352'00 to 354/ 4,5 S 46 <br /> b_. <br /> Note. Refer�`o Std. P/ori �,��4.5 /0 36600 A A NO CHANGES <br /> 0473-71ST de�bi/s. 366,400 ea 374 140 *A 4,Q DATE /D -,03 - 74 <br /> TYPICAL 0.5 'A.C. D/KE-TYPEA •DETA/L 375,408 /0 379000 r C <br /> 379400 i0 3830 00 A B <br /> 'I 339100 to Sto. Lr 383000 10 387y' S0 A A <br /> 34Zf00 <br /> cows/ v'l5'/a/ 387,50 M 389,450 G G ConsfE`.S'/� <br /> 33890.50 /o 394'00 A A <br /> X -Limits of C/earriig f' Grv66i.Vg �' � X - L irnifs of C/earii>,9 �` Gru66ii?9 <br /> 394p00 10 397x'00 A B <br /> l/ar. Z y 6' /2 ' 397,400 lo 2AZ55A� A A /2 ' 7' Y Val- <br /> 48o�so <br /> I <br /> Note: Refer to Cross-Sections for minor <br /> vo, dor• de viotions. Sta. 3/325 to 311 R side. <br /> Canfoim <br /> Guar 6'rcrde Sta. 366100 to 37440 .L?. f' R1: s%de . <br /> SHOULDER DETA/LS CDEE Sh/DULDER DEr1I5 F $0 G <br /> Shou/oyer Oelar% C — X = 25 , Y = 4' , Z = 3 Shou/der Delar% F — X = 23', y = ¢' <br /> Shou/o%r Defov% D — X = 27 , y = 6' .11 Z = 3Sh00%'er Delai/ 6' — X = 2S' , y = 6 ' <br /> Shov/o'er De/ai% e — X = 29' , y = 6 ', Z =5' <br /> PROJ EGT ENGINEER I DATE CHECKED <br /> -----. 77, w____._____.,.�....__..___..._____�...._..�.,_......__....__._.___._._..__._..._...__..... ,_.,�„___._.........,....._..._ _. ......-......__._..,. ..,._,._.___....,_.___.._____...��.w....�. ._.____...� <br /> ` — GY DATE SUBMITTED BY DATE APPROVAL RECOMMENDED BY ` ATE I� � _ , i PF�OJ EGT L/BERTY RIDAD SHCET Tc IAL <br /> - _ i� -; COUNTY C SAN AQU I N � SCALE • / — 3 TYPICAL SECT/ONS No i =,HrETs <br /> _ ___ <br /> �yy 1�� ,,,�, a�:> _. DRAWING NO . ! <br /> 2 - T 117 <br /> 7 _�___ _. ___.____.____._ <br /> t <br />