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El E <br /> a o <br /> w, w <br /> C' C <br /> U U <br /> 0.25' A.C. 100' A.C. Trans.— ---0.10' A.C. Overlay 100' A.C. Trans. 0.25' A.C. Overlay 75' A.C. Trans. 50' A.C. 0.25' A.C. Overlay -,/'— — <br /> Overlay Trans. <br /> ■ <br /> 60' 20' Tidewater and Southern Railway Tracks. <br /> Const. <br /> 1° Place 104 L.F. Concrete <br /> Existing Bridget/ Curb (Type C). Conc. Plank -- ---- - - Remove Existing Concrete Curb. <br /> mato Remain in C Remove portion of I Place 400 L.F. Conc. Curb (Type C). <br /> place. `o existing curb. Refer to Sheet No. 7 for details. <br /> '7 o ,n <br /> + o <br /> E.P. ,,� n E. 0 0 0 Ln E.P. <br /> + +I <br /> o + <br /> ------------ --------------------- ----------------------------------- + ®+ <br /> + + o <br /> S <br /> M M M M M M M M <br /> 7 8 1 395 r4OO B 1 2 3 4 <br /> M 1 M M 1 .10' ...,I.....M.. .......0.10 ....M........ .. I M <br /> 0.10' 0.10' <br /> -------------------------------------------------------------------- _ <br /> E.P. E.P. 9' 00 9.■ + + o �I o o + Plan ng shall be a E.P. <br /> o 'c M straight grade from <br /> + a° + railroad to conform point. <br /> + Refer to Planing Detail Place 415 L.F. Concrete Curb (Type C) <br /> to io �/ r N N ,• �at Railroad Crossing Remove portion of existing concrete <br /> + + 'L Const. + + 2' (Typ.) on sheet number 7. curb. <br /> (Bridge) 50'0 4010-0� <br /> LEGEND <br /> 4 8' 24' Pavement Reinforcing Fabric 6' 5' ��Q, �'o /// 70' A.C. Trans. 60' A.C. Trans. <br /> 0.10' Depth Asphalt Concrete Overlay <br /> E E E77q with Pavement Reinforcing Fabric. <br /> / o 0 <br /> C C <br /> Finished Grade �0� qc \ Variable Depth Asphalt Concrete Overlay <br /> Existing Curb & Gutter <br /> I to remain in place 0.00' Depth of Asphalt Concrete Pavement Planing <br /> r T eical at beainnin & ending <br /> _ _ — — _ _ y fl ■ Limits of Asphalt Concrete Pavement Planing <br /> L — 7 9f raised Concrete Curb Median <br /> - - - - - - - - - - - - - - - - - - - - Remove Exist. Conc. Curb <br /> — — — — — _ _ — — _ Place Conc. Curb Type C (Typ.) Sta. 401+10t to Sta. 401+70f <br /> — — — — — — — Refer to Sheet No. )K for detail Sta. 402+12f to Sta. 406+35t Tidewater and Southern Railway Co. <br /> 7 <br /> Existing Bridge Deck L0.10' Asphalt Concrete Overlay <br /> DETAIL A ® Railroad Signal Standard <br /> CONCRETE CURB REMOVAL DETAIL <br /> SECTION A—A (BRIDGE RESURFACING) <br /> � 0.25' A.C. Overlay 100' A.C. Trans. <br /> Typical for both Northbound and Southbound lanes. I <br /> c \ Note: Refer Sheet No. 6 for details <br /> is DRArN 0 p (West Frontage Road Resurfacing) 50• <br /> TspE / ILL <br /> E.P. o <br /> E.P. Lane Lane Lane E.P. E.P. <br /> Line Line Line J 3 LOo 0 bci <br /> + + o + <br /> --- <br /> 2' 12' 1' 10' 1' 8' &D <br /> to M M <br /> Existing A.C. <br /> Pavement <br /> 405 g 420 1 <br /> l - — <br /> —' - - - - - - - - - - - - - - - - - - - - - - u°0i Z13 CATGy{�gerN �xSE� q* <br /> z :t <br /> - - - - - - - - -0-1- -- - - - - - - - - - - _ � � _ �e.y aE�owA.C. GRA1�► a M <br /> \ – – – --------- <br /> g -------- <br /> Existin <br /> Roadway 'a 0.00' <br /> ` Grade Plane ■ <br /> E.P. Conform 72't / 0.10 `° E.P. o J w <br /> — - - \ t . <br /> L <br /> \ p Place 935 L.F. Concrete Curb a Z3 <br /> (Type C). <br /> f M% <br /> e � Remove portion of existing <br /> SECTION B—B PLANING DETAIL) concrete curb. t , <br /> Note: Surfacing not shown for clarity. END OF PROJECT <br /> in <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATEAPPROVAL COMMENDED DATE SHEET TOTAL <br /> Y.,,...l S. ddisny 5/97 16/2/? <br /> COUNTY OF SAN JOAQUM NO SCALE PLAN AIRPORT WAY RESURFACING NO. SHEETS <br /> ,s,.;o,, , 12196 $- 6/V4i 7 rnc.�G Alu;- 61'11?-7 (400't S\O French Camp Road to Stockton City Limits) 4 8 <br /> FILE NAME DRAWER SHEETNO. ACAD REVISIONS DATE <br /> O e\final\oirport\plan2 <br />