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.x <br /> W W I I, <br /> 60 "1 <br /> CLEANING EXISTING ASPHALT CONCRETE DIKE <br /> 16' ; / DRAINAGE FACILITY (Type A — Hi h Dike <br /> I A A g <br /> I / 2 <br /> I 4 <br /> Z � I Location Quantity Location Quantity <br /> J n 9.5' <br /> a.. <br /> I0 / Roth Road x-drain Lump Sum NW corner intersection 110 L.F. <br /> Clean, repair and extend existing <br /> I Ix 1270 C.S.P. (0.079" thick) 12 L.F. SW corner intersection 80 L.F. <br /> ,; Connect according to Coupling East side of Airport Way 125 L.F. <br /> I ,4c Band Details S.P. and D978-1 ASPHALT CONCRETE Total 315 L.F. <br /> Install 80 L.F. Type A - (High Dike) O D97B-2, D97C-1 , and D97C-2. <br /> - -- --�"-I "- "" EP Install 110 L.F. Type A - (High Dike) MISCELLANEOUS AREAS (Type 1 ) <br /> R/W ,,,� ° R/W � Location Quantity 12" 0 CORRUGATED STEEL PIPE <br /> -...._.-.. __. ._._.T ._.._....._-... ----.....--.....-._...-.....-----...." _ _.. T --...--- -- - -._......_._.._....._. _ ._... _... ..... . _..._..._._......._.._._..._. .__...__.......- .......... --..-.._._...._............_...._...__.......__... Roth Road a t C o n t ro I I e r Cabinet Lump Sum (0 . 079 thick) <br /> Existing E.P. Existing E.P. — <br /> I Conform o Location Quantity <br /> �) zo Section N Corner ASPHALT CONCRETE NW corner intersection 12 L.F. <br /> MISCELLANEOUS AREAS (Type 2) <br /> II CL Const. Airport Way J <br /> Eo Location Quantity <br /> () NW corner intersection Lump Sum <br /> S._......._.. 4 G .......---......... ............ .. ....... <br /> ........._...._...—....._—__ 4 _..._........_.......__........................._................................_....._._..._._......__............._................._......_....._....._.._......_._.._...-..._........__...........................................--_ —..__—._._.—........... — ...—_..._.—..... — ...—........_—..r <br /> 24 G <br /> ExistingE.P. .......... ......_.... __...._.. ............. .._...._... .... ..._.... <br /> R/W Install 125 L.F. Type A - (High Dike) <br /> See S.P. N8-A. Construct drainage <br /> openings at 10' intervals (typ). See <br /> detail below. n <br /> 6" <br /> g" PLAN — ^ Limits of Clearing and Grubbing L <br /> Top of Dike r & Earthwork (Roadway Widening R/W Limits of Clearing and Grubbing <br /> 6 0 20 40 4' and Earthwork (Roadway Widening) <br /> 7'f <br /> Conform <br /> Pavement Surface SCALE IN FEET Conform 4' Controller pad <br /> DRAINAGE OPENING `- -- �� far N.G.III Var. <br /> 1 4 1 12 <br /> / / / q : . :.�� . . ..�.a.4�m <br /> Widening <br /> A.C. DIKE _ / / / / , , / / / / h'.' g <br /> Existing Roadway A.C. Misc. Areas Conform <br /> (Type 1 ) <br /> 2% <br /> LEGEND <br /> SECTIONA — A a% I <br /> No Scale <br /> 0.30' Asphalt Concrete Misc. Areas (Type 1 ) <br /> Slope to drain. A.C. Dike (Type A) 0.70' Asphalt Concrete <br /> ® 0.70' Asphalt Concrete Misc. Areas (Type 2) NOTE' Misc. Areas (Type 2) Existing Roadway <br /> ............_.. Gr.G .._.._...- 24'0 High Pressure Gas Main (P.G. & E.) <br /> Asphalt Concrete for Misc. Areas (Type 2) shall be <br /> -- 4G — 4"0 High Pressure Gas Main (P.G. & E.) spread by a truck-mounted asphalt paver (spreader TYPICAL SECTION <br /> box), or other equipment approved by the Engineer. <br /> T Telephone Conduit (Conte!) The asphalt concrete shall be placed as follows: <br /> Top layer = 0.20' maximum thickness; placement NW Corner of Intersection <br /> Direction of Surface Drainage shall not begin until lower layers) <br /> has been in place for a minimum No Scale <br /> Uj of 12 hours. <br /> o Lower layer(s) = 0.50' maximum compacted z <br /> thickness. w <br /> 0 <br /> z <br /> J <br /> z <br /> DRAWN BY DATE SHEET TOTAL cj <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE HE SHEETSly <br /> w <br /> dc��n 5Cy2 Si9Z '/92 r�,s COUNTY OF SAN J OAQ U I N SCALE: As Shown PIAN, TYPICAL SECTION PROJECT AIRPORT WAY AND BOTH ROAD G <br /> t(Q,v� �iLu�t �/�n ,d /va /�� ��9z AND CONSTRUCTION NOTES TRAFFIC SIGNAL 2 4 <br /> FILE NAME DRAWER SHEET N0. H\R <br /> �I� E:\AIROT \ROADPLAN <br />