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------------ ------- . ... ... 611 collel- Assembly 4 c� A ' 0 . - 0 A *E47bgAememt -Shall 4154e 0 _16 Structure Bor,, fi%/ - • . A 0 � - '. a . " * . t 01 1 0 . materia/ within he Pro A WkeiY portion of the for 01;9e. (Unless otherwise V- .4 Roadway pelmlAtea, .4PY ,fie /Z'Min. ` ' Q V Note: )Yliepe ;PLwol2),oh7es ore 6v to Atpe PIOCea LWL 017e0) 10C47t1W, there shall be a space oyO Type A = 0. 12' Asphalt Concrete oyel- TYPICAL TIFENCI-11,04EIA- 11. 0. 33 ' Aggtegote Bose. SCALE: A10N25 Type B = Compacted Nno'-lile X7&ria1. AS BUILT Type C = PeneteatjO17 Te7tme7r oVes- • 0. 33' A.qqv-.egate Base. CORRECTIONS molvillwnvr FRAME NO CHANGES 4( TYPICAL DRIVEWAY �IPCOIIER DETAIL C)AM SCA L E NO/VE SCAZ E .' NONE DRIVEWAY LIST OR11991NO ASP14ALT CONCRETE 2400 AL TERNA T1 YE PIPE MONIMEN T TYPER.C R W1 Cl ;,III' Sta 313;425 to Sta. 3747440oCRA ME COVER STA TION Lt R1 'Orl4y SIZE e ZFA16r11 Sto. 375108to Sta. 471-A00 ( TYPE 9 ) (7YPE A) QUANTITY e Roadway 4, 74.7 Tons Z OCA TION Z.,00c Str. S,*?_ L OCA 7-10N QUANT/TY 313 -A 65 X G! 120 Intersection (LIcaeol7e Ra 155 7o-17S Ex c. sta. 36574 29.8/ Ea. 315 1- 30 x 15 ' /2"0 x 24' Driveways 51 7o-17s Sto. 4301-50 46 25 C. Y. ' 316 t 73 x 121 4, 95.3 Tons s 399YL .YO. /6 326 A60 X I ROADWAY EXCAVATION1 S127. 415it 95. 86 20 326 -A 60 x h5` 70 If Roadway /9,69 6,1 3 C. Y Aggregate 41704 7o- 175 5ta. 469YL .3/. A3 possIble 00oof1t1;q17S 14`6 7o-17s 327 i4dO X �A 20,f loteoo�seclAlw 61acIrtolze Ra) 11200 IC, Y 27/'0 A L rERNA T1 YE PIPE 345 -A00 X 161 12"o x 241 017S 7ol-&olEQ Subtotal 21, 06 c y 3 350 A65 x 15" 12'10 x 24 Povir7y A.5,oholt 249 T0175 t_�j v- QUANTITY 351 AOO X 4 15., 12-yo x 30, possible additions 437 C. Y P0551ble additions 7o/75 Ck 352 80 x A 24-* 12,10 x ,3Q' TO Tota/ 2105,00 C. Y �z Total 1260 lb-17s _ Z 0 CA 7_10N R Z.F 353 & 30 X B 12' 1210X 18' 'Exc. 353 .,1- 50 X A 20' 1210 x 301 Sta 341v-15 A 48 36c y .31 C. y 354 v- 20 x /51 12"0 x 241 Sta. 40174-25 A 46 27 C.Y. 20 C. Y 367 7& 25 , X A /8 ' 12"Of x 24.. TABLE OFSta. 416774.46 B 132 46 , C. Y 23 C.Y 12'( AZ TERNA TIVE PIPE 380 74 00 X 43 15' 124'o x FIA1151-11N6 ROADWAY 5fa. 454175 A 46 ed C Y. .21 . C Y (TY)OE 8) 384 �- 05 x 0 15.1 1200 x 24.1 A L L OWA 8L E AL TERNA TIYES ro fals 272 199 C.Y. MO C. Y Q!/ANT/ TY 394 f 45 X 15' 12"0 x 24, 15ta. 3/3125 to Sta. 3747440 (TYPE A) Cl L7 R. C. P. (ot-) (IC-) ZOCA 7'10N L.F. tr- 395 (55 X 4 20' Sta. 375-A06 to Sta. 4717LOO Exc. BVI 396 /- 00 X A 251 4ff 117te..*,sec1'1;o17 (tlacktvne Rd.) c,-5. _00 --8,"t Z401"ei IhV&(,0079-P"7Ar;ra0— $�t` .3157400 46 9 C. Y. 7 C.Y. 396 -A30 X 9 151 (TYPE 8) Cl 1Y R.C. PIP C/ zr A. R-)c- (r) S.p gof�t CoaAgd-f'�� ol 7-0 rAt4j�o 399 -it- 30 X 8 25' 12'10 X 30' W1 � " 415 ;4 96 X A 20' 2410 x .30' 57'x,38" CORRUGATED STEEL 416 YL 05 Y 6 201 CLASS 2 AGGREGATE BASE PIPE A RcIlED Ko 079,,,, rlllclr) 429 .1- 50 X 8 20' 24-440 x 30R0001wa6; 9(9r / CY 44d? A 60 X o3 20" 1210 X 30' y Intersection 227 C. Y. 18 AL T ERNA T1 114 E PIPE QUANT/TYA S RXIA L T CONCRETE 444 56 X B20' 120o x 30' 466 74 40 X 1B 161, 12"0 x 24" Driveways 196 C. Y QUANT/ TY Str (MISC. AREAS ) 466 4 .55 X c 215" Subtotal 71404 C. Y 15fr. St,*- I Z OCA TION Z. F Exc. .51rel 469 -oL 20 X 0 ' 20' 1216 x 30" POSS/ble 04'OP"Ifi0175 . 96 C. Y. Z 0 CA TION L.F. Exc. glirf/. 51o. 3401-95Z t_oyellksl�ve Dlvlh 6 S. Y Total 7,500 C. Y. 5/v- 394'y& 40 Zr /0 . 7 C. 7. C. Y .3ta. 9211 75 A 46 A C. Y 16 , C Y (F) (c') S/0. 390135 A 46 23 C. Y 20 C. Y 5,ra 46 9 A 75 B 46 13 C.Y' /0 C.Y ' PLACING ASPRALT TO to/5 38 55 C. Y. 46 . C- y Note: (F) Denotes 1-1176"1 Pay Quantity. CONCRETE 05',011ff - rME A ' Note Stationing Widths are oporoxifnate. C4176teUCt as directed by thog 4Flygmeet- Sta. 339YL 00 to Sto 3437400L t 400 Z-F Type A = 399 S.Y.j Type C'= 1210 Rc R CIN 444z.F Type ,6m 934 -5.Yl 689 SX12410RC-P C127 60 L.F. SHEET TOTAL PROJECT ENGINEER DATE CHECKED BY DATE SUBMITTED DATE APPROVAL RECOMMENDED BY DATED LIBERTY ROAD .. .. .... N©, SHEETS [PROJECT CONSTRUCT/ON NOTES DETAII. COUNTY OF SAN JOAQUIN YL DRAWING N0. 17