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Job NO. 4871 <br />Locetlon <br />Page 7 <br />Tr=4.5 2-t/2"AC/4nABTI=5.5 3"AC/5r'AB or <br />Alternate 2-l / 2t' Ac / 6" AB <br />trRrtvalue <br />P-1ra1-rr l+9 <br />An trRrr Value of A9 and the follovlng assumed trafflc <br />indexes have been used to conpute the fo1loL'1n8, pavenent <br />sectlon io accordence \iith the 0range County Road Department, <br />design procedures: <br />Parking Ar eas/Automobl les <br />Driver"'ay Areas, Autos and <br />LlBht Trucks <br />Dr lveway Areas, Truck <br />TI=3.5 zttAc/AttLB <br />I E is assurred in Lhi. s design that the subgrade eolls <br />imEedi.ately beneath the aggreBate base w111 be conpacted to <br />at lesst 90 percent of maximun density. <br />Unless ot-hervise specified, aggregate base should <br />conforo to Processed !'liscellaneous Base as Per the Standard <br />SpecificaLions for Public l,'orks Construction, latest <br />"iition. Aggrega te base should be comPacted to 95 percent of <br />Californla Tes t lierhod 216. <br />Unl ess other\dise specified, asphalLic coocrete should <br />conf c,rm to Section 39, State of California, Caltrans <br />Standard Speclfications, latest edition. Asphaltic concrete <br />should be Type B, 1/2 inch naxinuo slze, medi.uo graded. <br />Since Ehis design is based on a ssuned traffic data ' this <br />of fice shou 1d be notified 1f def ini te lof orrnation becomes <br />available vhlch rdarrants an 6lteratioo of the deslgn <br />pa veme n L section, <br />It should be noEed that grading of the proiect. Eay <br />the distribution of subgrade so1ls and, as a <br />additional testing ni11 be needed afEer Srading. <br />alter <br />such, <br />recommended <br />the Grading <br />the Appendix <br />Thls paving determination rnay be subjecr to approval by <br />the governing agency vho nay have nininuE requireGenEs. <br />GradlngI <br />I <br />I <br />I <br />I <br />The folLowing special Sradlng provisions <br />for the gradlng of this project 1n addition <br />Speclfications, General Provlsions included <br />of thls report. <br />are <br />to <br />in <br />L <br />I <br />t