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FED.ROAD STATE PROJECT Nd FISCAL SHEET TOTAL. <br /> DIV. N0. YEAR I NO, I SHEETS <br /> 7 ICALIF1 5-903W 119 1 1 15 <br /> XI-SJ-FAS M <br /> COUNTY OF SAN JOAQUIN <br /> CONSTRUCTION <br /> 1 Commissioner 8County Eng! r <br /> 70' <br /> 401 — Civil E 'neer License No. 104 <br /> z I �,, Deputy d Commissioner <br /> 9 I 4 0.25x22 PLANT MIXED SURFACING 4 z Civil Engineer 'cense No. 6888 <br /> —' i 0.33'x4' UNTREATED ROCK SHOULDERS =� <br /> A (AVERAGE) CLASS "C-MEDIUM' SEAL COAT 3 •A+ <br /> Cx STATION AVE. DEPTH <br /> ' I'_ I '/"•1' <br /> 5% — % <br /> PenetrafionTreafrn�nT MO TO 20+00 1.4' <br /> I' 0.25'x10' UNTREATED I. . <br /> ROCK DRIVEWAY I _ .,<. <br /> 20*007040+00 1.5' <br /> Imo— VAR.EXISTING PAVEMENT �-I +OO TO 60+00 1.7' STATE OF CALIFORNIA <br /> IMPORTED BORROW P� VAR. IMPORT 1 VAR. IMPORTED 60+00 TO 80+00 1.6 <br /> ROADWAY EXCAVATION SUBBASE MATERIAL VAR. (0.50'MIN) x 24' UNTREATED ROCK BASE SUBBASE MATERIAL <br /> + � ` <br /> 80+00 TO 100+00 L4' <br /> EXCAYATION <br /> +00 TO 120*00 1.3' Dist. ng. Dist. X <br /> --——— 0+00 TO 144+00 1.5' <br /> VAR TYPICAL SECTION STA. 6100 TO STA. 69+30 L4A.+OO TO 172+00 NO TRENCH <br /> I724ZO TO 190+00 1.5' APProved _�1 ,✓�f2_': o <br /> L9D+00 TO 199+00 NO TRENCH <br /> 199 +00 TO220*00 1.3' _ __ <br /> 220+00 TO 240+00 1.5' Stat Engineer 2084 <br /> 24G+00 TO 260+00 1.4' Civil Engine r License No._____ <br /> 250+00 TO 279+00 1.3' <br /> CONSTRUCTION CONSTRUCTION <br /> 40' i 40' 40 40' <br /> w w <br /> ,,, 4 0.25'1,221 PLANT MIXED SURFACING4' z x 4' 0.2Sx22'PLANT MIXED SURFACING 4' <br /> 0.75'x36' IMPORTED 0.33'x4' UNTREATED ROCK SHOULDERScc I <br /> VAR. IMPORTED " , 0.33'x4'UNTREATED ROCK BASE SHOULDERS z <br /> SUBBASE MATERIAL CLASS"C-MEDIUWSEAL COAT 1' SUBBASE MATERIAL �A (AVERAGE) I CLASS"C-MEDIUM SEAL COAT <br /> '1441 � .` I : ' 57O 4•' ----� 14 <br /> +-�° o► <br /> iI <br /> 5% <br /> MIN)x24'UNTEATED ROCK BASE IMPORTED BORROW EXCAVATION tiVAR. EXISTING PAVEMENTROADWAY EXCAVATI <br /> VAR EXISTING PAVEMENT 0.50'x24! UNTREATED ROCK BASE VAR.-- I , <br /> TYPICAL SECTION STA. 190.00 TO STA. 199+00 TYPICAL SECTION FOR RECONSTRUCTIONOVER EXISTING PAVEMENT <br /> STA. 0+00 TO STA. 61+00 <br /> STA. 69+30 TO STA. 144+00 <br /> STA. 172+00 TO STA. 190+00 <br /> STA. 199+ 00 TO STA. 279+00 <br /> CONSTRUCTION <br /> 30' ►� • 30' <br /> CONSTRUCTION of <br /> 0.50'x22'UNTREATED ROCK BASE <br /> 40' }-I-r 40' PENETRATION TREATMENT w <br /> i CLASS"C-MEDIUM SEAL COAT z_ <br /> EARTH SHOULDERS 4' I 4 EARTH SHOULDERS <br /> W 4' 0.25'x22' PLANT MIXED SURFACING 4' w 3e <br /> PENETRATION TREATMENT PENETRATION TREATMENT c2 <br /> 0.75'x36'IMPORTED 0.33'x4' UNTREATED ROCK BASE SHOULDERS z <br /> SUBBASE MATERIAL 2"S1 l CLASS"C-MEDIUM*SEAL COAT :3 ` 5% <br /> a 5y. 5% I' --w- it <br /> 1 PAVEMENT IMPORTED BOR <br /> VAR. EXISTING ►I AR. ROW <br /> I �-- , <br /> ------------- 0.50'x 247 UNTREATED ROCK BASE <br /> VAR. ------ <br /> AR.IMPORTED' BORROW I' TYPICAL SECTION FOR AUSTIN ROAD INTERSECTION <br /> � I �--VAR. —'•i <br /> TYPICAL SECTION STA. 144+00 TO STA. 172+00 <br /> 1 <br /> V ' <br /> USE STANDARD SUPERELEVATION <br /> (X- S. J- 903(2)) Recommended .441=1-57441950 <br /> Mariposa Road, Route 4 Southeast of Stockton to <br /> Jack Tone Road at -Colleclevill¢ <br /> TYPICAL CR0bt) lllllllllllllSECT10NS <br /> Asst. SWe Ighway Engineer <br /> Scale 105" 5 _ I ODC3 <br /> Asft Slate Highway E ineer <br />