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-19 S SECTION 32 LINING OF GUTTERS ~1hen :md wherever required by the Village Council and in all cases where the ~radient of any street exceeds 4%, i.e., a difference in elevation of four or more feet in every 100 feet of horizontal distance, the cutter or ditch on e~lCh side shall be protected acainst erosion t.hrough the use of rubbel stone, concrete or bituminous stabilization. P~SPONSIBILITY FOR PAYI1ENT SECTION 33 ,-/ The owner or developer shall pay for all of the work shown on the plans or called for in these specifications and any other ,,,ork v.Thieh might be neccs~;ary to dinish the construction of the street in accol'donee thercw-i th. l\CC[~PTANCE OF THE STTlEE'r Final inspection arid acceptance of the road or street for maintenance by the Village Council may be made at the completion of the grading opera- tion. If the grading Hork is found to conform with the approved plan, the developer shall be required to deposit with tbe Village Counclil sufficient money or a performance bond to guarantee the paymont for the stabilization of the grade with asphaltic road oil in accordance v-rith the specifications for street stabilization with bituminous material which have been made a part of these regulations. SECTION 3h SPECIFICATIONS FOR STREET ST1\BILI7i\TION CUTBACK ASPHALT SECTION 35 ENGINEER All of the work to be done under these sp~cifications shall be under the direction of a registered civil engineer appointed by the governing authorities of the municipality in v-rhich the work is Imcated. This enginoer shall have authority to make all necessary decisions relative to this work. His interpretation of any plans or specifications in con- ncdtion therclJitb shall be final. The engineer shan be responsible only to the governing body of the municipality. It s11a1 J be ,the duty of the engineer to see that all of the provisions of these specifjcations are carried out by the person or persons actually performin~ th:.s work. PHEPAHATION OF The top four inches of.' the existing grade covering the width of roaduay, v-rhich is proposed to he stabilized, shal] be gathered into one or two windrov.Ts. This material shall be shifted back and forth by blade operation or in some other acceptable manner until it is uniform in appearance and until jt is dry. SECTION 36 ~ r-nXING DRY MATERIAL PrevioUB to the application of any asphaltic material, the vTindrowed aggre- care shall be thoroughly mixed us5I1f a Seaman mrLxer or a similar machine. This mixing operation on the dry material shall continue ~til all of the various sixed and types of material encountered shall have been md:.xed Jim a @.anner satisfactory to the engineer. SECTION 37 (8) I }