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<br />14.5' LOW PT ELEII, 888.77
<br />~ PVI S T A~i FI4,35 35 ~ PVI ELEV~l391._3 HIGH PT STAB c. 44,88 4,88 SIGH PT ~ ' +
<br />6" 21' PAVING 6" K~11,05 HIGH PT ELEV~ 903.91 )3.91 HIGH PT ELEV~ 907.7-7 LOW PT STAB 10+EI PT STA: 10+86.00
<br />CURB 930 LVC~45,00 PVI STA~2+4-x,94 CURB zn 4 PVI STA~9+89,73 LOW PT ELEV~ 89' P-1 ELEV: 899.96 930 ;TO:i n+:,i nn_.
<br />w ~ P'vi E:LEV~9ii,~7 r' PVi ELE'V~9ii,i4 =LEV:900.4510
<br />2.7 3.5' 10.5' 10.5' ~ ~ ~ ~ K~6,13 ~ ~ co ~r LVC~190.00 K~3,00 PVI E=LEV~900,4 LI/090.00 K3.84 + 4 0)
<br />S~Op pUT SIDEWALK p ro ~ F,~,SFTp ~ 2:'t E~ ~5 + c, - ~ LVC~50.00 = 10.00 =
<br />LNG _ 2~ 51,~P '(1t~0 O o0 _ a) v cv ~r ~ LOW PT STAB 7+95.00 ~ rn ~ BVCS~ 10+3F~.00 I~ d) o LOW PT ELEV~ 887.98 rn r m 10+36.00
<br />2q ~~,~5 m o ~U ULJ _ ~ _ = = = _ _ = 92 0 U ~ BVCE:~ 904,_0 Q o,i ~ LOW PT STAB 5+12.58 ~ PVI STAB+50,00 ~ m ~ c,; ~ 904.20 Q 920 10+86.00 ~ o
<br />PE ~ S 7 F ! v m ~ uJ LJ - w Cr ~ I nllf ~iT rl n i. nn~ Zc f1\,I r-,,.o~,~ I o + ~ , o I EVC~~ 0 86.00 ~ W LU YV ~ I CLC V' UULJJ I Y I L_LL V'U. U,I U ~ i~ w Q w 899.96 W Y
<br />E~~ STANDARD FkisT Tp LOW P1 STA 0 O.GO U O PVI STA~4+34,85 K~10,00 EVCE:~ 899.96 Y U)w i i '~U (AU Q~ U PUI ELEV~881.36 L JC 110.00 ~ w Q O wM
<br />CURB tic LOW PT ELE'J~ 8 5.72 > > > K~10.48 ~ ~ > m > w ~ fM m
<br />STANDARD 15 PVI STA~0~75, 0 m m LEVEL 3, 1/2" DENSE 1 1/2"-0 COMPACTED CRUSHED CURB ~ ~ PVI ELEU~886. 3 ~ w or W m i_vcl f3c,uo o ~ ~ w . w
<br />v GRADED HMAC. THICKNESS ROCK, THICKNESS PER GEOTECH g 10 ~ ~ K~10.59 ~ ~ ~ \ PER GEOTECH RECOMMENDATIONS ~ n ~ ~ ~ ~ o ' ~ ~ ~nN m~ Qi
<br />RECOMMENDATIONS i v + u LVI.°3U,UU / ' ' ~ ~ ~ m cr I ~W PT STA. I_;+R~ n(1 + ~m + ~m _ ~ aw 910 CD Lu
<br />~ , . O cv O o ~ \ ~ ~ N L.OW PT ELEV~ 884,2:5 ~ ~ ~ :r - _ ~ ~ :v ~ . ~ ~ s.. ~ + ~ + of PVI ;iTA~7+10.00 ~ v ~ U ' ~
<br />Q Q ~ oo ~ ° f,-,~ \ ~n U~ J~> ~ i' i~ ~ ~ PVI E:LEV~884.58 > ~ > w ~ r
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<br />PR P ED PRIVATE R AD ~ ~ ~ ~ i~ 900 Y ~ o , w ~ ~ V > > w LVC~6o.o0 ~ o~ ~V' ~ ~ ~ ~ / ~~0 3.,6
<br />TYPI AL R E TI N - w ~ „ „ M ~ / 0.61 oN o~ ~ - 61 900
<br />SCALE: 1 "=5' m ~~w " m w p°b o ~ ao ~ m I ~ -1.98% b,~.~ + ac + cc GRADE BREAK f~TA = 10+87.50
<br />o~w ~5 a _J ~~w ELI.V - 899.930 EXIST{NG GRADE 15 PROPOSED GRADE CL EXISTING GRADE C~~ CL w ~ 9
<br /> ~ \ ~ U~ LEFT OF CENTEIZLIN~ ~ > ~ U > / I ~ ~ ~ ~ > W r - 1 ~ LONI PT STAB 10+92.21 92.21 890
<br />890 "w ~ n ~ 7~ - ~ O - - 10 ~ ~ m \ W I % I nW PT FI FV: RgQQF 9.96
<br />1 I ~ • PVI STA~I I+02.21 I 02.21
<br /> i ' J ~ I - - `~•p0% PVI ELEV~900.02 EXSTING GRADE 10.5 - - _ 10.02
<br />~5 RIGHT OF CENTERLINE IG6,51 06.51 J 0.00
<br />- ' - BVCS~ 10+92.21 92.21 880
<br />880/° ~n % ~ ~ = - - APPROX. VERTICAL APPROX. VERIICAL inrnnnni nr BVCE~ 899.96 9.96
<br />w ~ i ~ LU(~AIIUIV OF ~ C~ i i I EVCS~ 11+12.21 12.21
<br />40 0 VAULT (lYP.) VAU~_T (TYP) E~ICE~ 900.39 )0.39
<br />75
<br /> ~ I I I , ~ ~ ~
<br />870 ~n 8 70
<br />iv
<br />0+00 1 +00 2+00 3+0 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+DO 11 +00 1 1 +00
<br />_,i V
<br />C
<br />Since 1977
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