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<br />handli.ng a lll.J.n:unun'. ~):f 400 vehtGIeD per d:;:.:/. 'P:t1':.!:::i..I'Y streots shall be <br /> <br />designed to handle such additional 8,x1e 1.::;?,(hn~IH s,nd traffic volumes as <br /> <br />the ultimate use of the street may require. <br /> <br />SECTION 2-3. Right-of-way. <br /> <br />All streets constructed hereafter <br /> <br />sl1all be constructed on rights-'O:r-'~'ay of not les;J t.ha.n. sixty (60) feet in <br /> <br />'!ddt.h except. as provided under See":. '.nn 1~9 01 ttlis ordinance. Primary <br /> <br />streets shall be constructed on rigbts-ot-ways of such additional width as <br /> <br />may b{~ necessary to acconrnodate the fiED,', completed ultimate street as re- <br /> <br />qui reo 1))" the u1 timate use for t1tlich that ~]treet is designed. <br /> <br />Sl;~CTION 2-4. Test.. <br /> <br />The Village Council may autnorize the Engineer <br /> <br />to conduct such tests t take such borings or malte such surveys as may be <br /> <br />necessary for the nraper design of the street. The cost of such tests, <br />borings and/or surfeys shall be consh1ered as part of i~l1e overall cost of <br /> <br />the stree& improvements. <br /> <br />SIOOTION 2-5.. Hlntmum Construct:!.on H.cq:,-lil:'ei.~;8nts. Basic require- <br /> <br />... <br /> <br />ments for oonstructing street8 described in Section 2-2 above shall be as <br /> <br />follows: <br /> <br />Subdivision "a~. Grading. All streets sball be graded for the <br /> <br />full lddtl1 of the right-of-l'laY and in:: ')ch a ,:,<:~;,i](H:' [H3 to provide a minimum <br /> <br />finished surfaced width of tilirty-~wo (8 ) feet fr~m back to back of curbs. <br /> <br />All streets shall be undercut belO't~ the i:,::;;';~bltshed grad€ fo")" the 'tddth <br /> <br />of the finished surface to a depth adequate to aocom~odate the sub-bass, <br /> <br />base~ and bituminous surfacing. <br /> <br />Subdtvis :i_,,?,.n "b". Subgrade. 'fhc (pibgrade of tIt.s streets shall he <br /> <br />so constructAd as to ~ntisf~ot~~~~v ~I.p~r'l'~ +~(~ ~tl"~~ <br />_..... ~...i; ;,...,. I <<.:... \,..1(, ~ L.; ~ ~ ..': v c-l, r 1 ~) . _ ," ,.':\'.r .(::.- -v r,.9 <br /> <br />in a stable conditiODo <br /> <br />Any unsui table or undesii'E3'lllle materials sb2),11 he :removed.. <br /> <br />Subdivision nc"o 3ub-basa and b&SBo All streets shall he 000- <br /> <br />...~ <br /> <br />structed having a gravel sub-t;.c','-:' 8 0-1' S:'LX. h;{; '1 ,i\b'2::1~'H.),r:; ttJ.:tc!meS8 us ing <br /> <br />gravel conforuling to "LH.Do Spec,. "'U38, C:1.2.~~;' /., fu-::,:I 8. gr::.wel base of three <br /> <br />inoh mi nimulU thiclt:ness us:ing ,<Travel C ",:;->-:,T':::',:" '~';j ,'Ie (I. D. Spec. 1/:3138, Class <br /> <br />5~ The total thickness. minimro~. of t' , sub-baeD and base as mentioned <br />