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OPW14/0197 Approved Plans Part 3 (N13078)

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Plans and drawings

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                                                                                                                                                                                                                                                                                                                                1.      PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUHED                        SUBGRAOE CaR SHOWN, ACTUAL                             PAVEMENT      DESIGNS WIll         BE BASEO ON
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                                                                                                                                                                                                                                                                                                                                2.      EARTHWORK             aUANTlTlES   HAVE BEEN CALCULATED      USING THE PAVEMENT      DESIGN TO SUB BASE DEPTH ONt Y, AS SHOWN ON THE (ROSS                                            SECTiONS.
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                                                                                                                                                                                                                                                                                                                                4.      WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRAOE                         TESTSl       EXCEEDS THE NORMAL DEPTH,                       THE PAVEMENT          GRAVEL    SHAll      EXTEND
                                                                                                                                                                                                                                                                                                                                        UNDER THE KERB AND CHANNEL TO 1S0mm BEHINO lTYPI .



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