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<br />-REGRADE E"'BAN~"'ENT TO <br />fACEfJFRIPRAP <br /> <br /> <br />, <br /> <br />FREEBOARD,o.3.0KlO <br />O'-O"""N,! <br /> <br />" <br /> <br />~ <br />o <br /> <br />6"rIlICKl""N) <br />BEOOI""COURSE- <br /> <br />" <br /> <br />TYPICAL <br /> <br />CHANNEL SECTION <br />NO SCALE <br /> <br />NOTES <br />II RIPflAP TO BE APPROPRIATELY SIZED FOR CIIANNEL VELOCITY. <br />2Jl.I,S,RIPAAP OlAt.I[l"EA 12'-O"""N.) <br />3.J OIANNEL I\',OTII (B) TO BE APPIlO~I"'ATELY EQUAL 10 E~IS1ING CIIANNEL I\'IOTH. <br />I\'HEIlE lo!AIN1ENANCE ROAD CANNOl BE t.QCATEOAT SlOE OF CHANIIEL WIHfOUT <br />nCESSIVE SIDE HILLCurs,B TO BE e'''''N <br /> <br />6"""11) <br />"'AIN1ENANCEIlOAO <br />IEITHEASIOE) <br /> <br />GRAVEL SURFACE <br /> <br />," <br /> <br /> <br />FIGURE 4 <br />TYPICAL CHANNEL SECTI(W <br />CITY OF CRIPPLE: CREEk <br />DRAINAGE MASTER PLAN <br />BY <br />GMS,INC. (Z-92) <br />