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45' Parabolic Flare <br /> (� COnaL 1:15 Flare <br /> 10' 10' 10' 10' 5' <br /> 0.151 0.59' 1.33' 2.37' 3.00' <br /> I�2.5'R <br /> o) <br /> rn <br /> Q: <br /> Type C Curb Typ. o, <br /> 0 <br /> O N M CO O + <br /> rn O al u7 Oi aj V <br /> iA O o; a) ai y <br /> n W ` <br /> O <br /> 0.040.16 0.35' 0.63' <br /> 0.98' 1.41' 1.91' 2.50' I c <br /> C+ <br /> I <br /> 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' 10' <br /> 80' <br /> 80' Parabolic Curve in 80' Parabolic Curve <br /> Trans. <br /> 240'T 210' Storage Lane 30' <br /> TYPICAL MEDIAN DETAIL <br /> (At Stimson Road) <br /> E.P. <br /> o o <br /> (o—r�-n 0—o —N M �-Ln <br /> Conform O E.P. + + + + + + +�+�� + + <br /> A 8- N/ M <br /> :Fog Line ,�� moo <br /> o HN Lane Lane <br /> n0 0 o^ 0 O rn C)l a' Line Line <br /> + + + + + + + /j`+ +/+ (Southbound) Sterilize Soil (Northbound) <br /> onform 14'-24' 1' 1' 14'-24' <br /> Existing Width� � Var. 5'-17' If— �-�� <br /> Variable depth Asphalt Concrete C T Imported Borrow <br /> Concrete Curb <br /> (Type ) ( YP•) <br /> P P Refer to S.J.Co. Std. Drawing d d <br /> over existing paved driveway. 401 2 3 No. R-7 for details. ° <br /> R - Conform to existing Radii / �y4L•- ° a I I d�° a _Var. <br /> d � O N <br /> � N 00 <br /> A - 4' Wide Sta. 90+00f to <br /> Sta.91+05t (Rt.) O S/E Corner of Fog line M N o 0 0 0/ N ao 0 0 o ao I <br /> Airport Way & French Camp Rood N K) a L0 to n00 o 1 N N M 0.25' A.C. <br /> + + + + + /+ + + + + + 0.25' A.C. <br /> Overlay 0.35' A.C. Overlay <br /> TYPE E �o o o a M <br /> Sta. 401 +10± to Sta, 411 +32± Lt. do Rt. <br /> —o 0C <br /> C <br /> 0 <br /> rn n a �/ m n aoo 0 o 0 <br /> Conform O E.P. E.P. Lane <br /> PLANING 11CTAIt AT DAII DAA1�__/'►DACC11.1/� Line <br /> (Southbound) <br /> X• 400 97- a.. Ane�Kt Sterilize Soil <br /> sazwz-rvT' 14'-24' 1' <br /> Var. 5'-1T <br /> 8' Lane Imported Borrow <br /> Line ' Concrete CurbV <br /> ° d o—r--.- ` <br /> Existing Width --Conform 14'-24' 1' (Type C) d ° I - - <br /> Existing Surface (Median) a ° ro•22 A.C. <br /> portion <br /> I <br /> 12 Remove P Min. �.� <br /> h <br /> See Note Below concrete curb and I - - - --- - <br /> Existing Surface median - T - - - - - - - - - - <br /> L VA <br /> L` <br /> I 0.12' A.C. <br /> —_ - - - - - - - - Overloy e <br /> 0.30' Asphalt Concrete over graded I 3 <br /> P 9 Existing Surface I Use /8 Sta. 359+15 to Sta. 362+54 Lt. <br /> and compacted native material I = <br /> (Roadway) 0.10' I Dowt1 or Epoxy y <br /> Note: Width, length and locations to I <br /> 1.00' Asphalt Concrete (Airport Way) I - — w <br /> be determined by the Engineer. 0.50' Asphalt Concrete (West Frontage Rd.) � — — — — — — — — — — — CURB REPLACEMENT <br /> i <br /> TYPE Q F <br /> TYPICAL DRIVEWAYS PAVEMENT REPAIR DETAIL CURB REMOVAL CURB MEDIAN DETAILS a r <br /> DRAWN BY JDATE PROJECT ENGINEER DATE CHECKED DATE JUBMITTED DATE APPROVAL RECOMMENDED DATE SHEET TOTAL <br /> y-^-•' a' . ,. 6 — / OF SAN JOAQUINNO SCALE CONSTRUCTION AIRPORT WAY RESURFACING NO. SHEETSx... 141 �' bi�y� �°"� °� �a�97 'I�pnwL �r d `/ 9'J / '/y, DETAILS (400'± S\0 French Camp Rood to Stockton City Limits) 7 8 <br /> FILE NAME DRAWER I SHEET N0. ACAD REVISIONS <br /> "7 jeff\oirprt\finl\constdet2 <br />