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-y I, ...-w-1. I-I III . <br /> m,. <br /> p <br /> a 6 <br /> i y <br /> 6 <br /> i� <br /> N <br /> R/w? <br /> • imits of C/earinf Grubbd , <br /> � - - - - - - - - - - EPS — - - - <br /> �t Const. - - - - - - - <br /> h Refer to /O' /O' Refer to b !c Copperopo/is Rd. Ste: 137B5 e <br /> Sh o u/der Sho u/der <br /> Detei/s 2 % ,Z - D®tai/s — — — _ — <br /> • /� b S7`e. /.�6" 95 Conform to EP ; <br /> 0.17'Aspha/7'- Concrete <br /> 0. 50'Aggrege to Base <br /> RfW p �� R/IN <br /> Existing 22 X/3"C.M.P•A to remain <br /> n P/acv. Extend to Righ7` with <br /> TyP/CAS SECT/ON i <br /> 22" 131111 Cs Pa' ,ro, o79"Thick). <br /> No Sce/e <br /> to Ste. /36"'93 <br /> L4 <br /> s b ` <br /> � � 1 <br /> r 30' 30' <br /> M1 <br /> i <br />-. •L.imits of C/earin f CrabbingI/VTERSEC'T/QN DETA/G _ <br /> E Const scale:1,W30, <br /> ORA/SI (9D COPPEROPOZ15 RD. <br /> _6 7 6' /0' /0' 6' 4 <br /> ✓sr <br /> C'onfoi,�n �-----Gutter Grade- Conform <br /> S /-c? /* 70 to Ste. 6*'00 Rf. <br /> Ste /"TO ;I I /36-,93 Z-1 Ste. 34"00 140 Ste -90 "00 Rf <br /> Ste 6*-00 to Ste. .34+00 qi. <br /> Sta 90"OO to Sta_ /36"95 RI • Limits of mai/box re%cation <br /> `Refer to cross-sections <br /> for minor deviations. <br /> Sf 0,r-R DETAILS GENERAL NOTES <br /> No Sca/e /. A// existing trees to remain /n 0/ace <br /> un/ess otherwise 7otvd. <br /> 2. Existing driveway pipe to remain <br /> in p/ace un/ass other wise noted <br /> i <br /> Limils of C/ear'iny E 6rubbiny <br /> eons If. Ver. <br /> /O'-/5' 1' -3' VP/- <br /> w <br /> F ®y <br /> A.G.' Dike Typo A <br /> 4 Type A dike sha/I be a max. <br /> of 2' through drive wars. conform 201See S.P. A7,3-8 tai instruction Ostai/s. Existing Gutter Grade <br /> Sta /*/8 to sta /"70 Lt. eRt: <br /> s <br /> f <br /> 4 <br /> : <br /> i <br /> 0.5'0'A.C. D//fE DETAIL <br /> No 'I <br /> a <br /> CC <br /> t: pry p. - "• <br /> xr TYPICAL SECTION DRAiS AVE. N, <br /> �t .. � w .. , n SCALE. AS NOTED <br /> INTERSECTION . , S <br /> , m_.._ . . ...... ,. ..�.*�� <br />