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( URIVL'•WAYS - � <br /> t <br /> and back edges of the existing sidewalk, shall Ue constructed ti <br /> of Portland cement concrete, the remaining portion of the " <br /> driveway approach shall be constructed of Portland cement ' ' z <br /> ; ,. � <br /> concrete or of o[her suitable material iF approved by the city �'��1, <br /> en�ineer and excepting as providcd in Section 13.1G.090 I ``�� <br /> liereof. The conerete of the drieeway approach, includin� �,,; <br /> the sidewalk section, shall be six inches thick for both <br /> residential and commcrcial approacl+es. <br /> U. Thc sidewalk section oC the driveway approxh shall bc <br /> finisited an<t scored as speci�ied by tl�e city engineer for <br /> typical sidewalk construclion. Apron and end slope areas of <br /> thc drivcway approach shall bc tinishcd a(tcr trowcling <br /> smoo[h and scoring �viUt a fibre push broom dra���n over the <br /> surface panllcl to tLe curb line. <br /> C. All driveway approaches cousVucted pivsuant to a pennit, <br /> SI18II be consUuctcd in accordancc with thc city <br /> specilications and under thc supervision of the city engineer <br /> and any portian or whole th•.rt docs not compl}' with thc <br /> city specifications shall Ue remo��ed and replaced when so <br /> j directecl by tl�e city en�ineer. <br /> t (Priorcode 313.36.070J <br /> 13.1 G.OSO Dri�eway approaches ncar allcys. <br /> llrive�vay appro:ichcs located �vithin si� feei of the erisling <br /> curb return at un alley inlersection, ma}• be merged with thc <br /> allcy interscNion pavemen[, thus requiring lhc rctnoc;d of thc <br /> existing curb return. The toi;d apron Iengtli, plus ihe alley <br /> widlB measured al lhc curb linc of lhe a��ron to the opposilc <br /> allcy line shall not excecd forty feet. (Prior code 5 13.3G.OS0.) <br /> 13.IG.OJO Arcas of limited strcet iropracements. <br /> A. \Vhcre standard curbs and guh.�c have bcen installed, but <br /> concntc sidtwalks h�ve not hecn, the pennit may ,m[horize <br /> dic applic.m[ to construcl Uic drivc�v:ry approach from lhc ' ' <br /> curb linc lo thc applic:mt's pr�mises of lhc samc tnatcrials as � <br /> diosc uscd for paeing thc applicanCs promises. Such � .� <br /> drivc�val' �VProach sh�ll bc constnictcd lo cst;iblishccl gradc, I ' <br /> sliall be adcqualt and sui�able for [hc traffic to bc carricd ' � '� <br /> ( � ' �. <br /> � 4tiS a <br />