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R/W UNE. COhiRACTED DEPtH (TYP.~
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R/w R/w
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VARIES vAfilES
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CflMPAGTEb f}EF1H (TYP.)
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I
27.5'I 30.5'
~ S: 1
TYPE 'A` CURB
0.17' CLaSS °A' A.C.P. {rrn)
0.33' CL.a55 'E' A.C.p.
0.67' CItUSHEp $URF6,CINC BASE COURSf SECQND A1ylENUE
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- R/V 51A. 314+75.87 TO 115+40J1 - 48' STA. 114+73.91 TO I15+77,01 - VpRIE5 39' TO 63' R/W
r, . r $TA. 115+40.71 TO 171+21.34 VARIES 48' TO 53' STp. 115+77,03 TO 117+21.89 - VpRiE$ 63` TD 68'
STR. 117+21.34 TO 119+19.89 - 53' DESIGN ~ STA. 117+21.80 TO 119+19.89 - 89'
i
2 1 6* I?' 1 14` 1 17` 1 12' ~ YARIES YARIES 12' j 12' 12' I a 2' ~ 5- I 2- I fi' „~L w
51DEWALK 1RAFRC ~ TRAFFIC I TRAFFIC p'_g, p^_51 TRAFF7C ~ TRAFFIC ~ TRAFFIC TRAFFIC 81KE SIDEWALK
''I I STA. 114+75.81 70 117+21.52 - WSDEN 39.25 TO 44.5' I STA. 115+37.22 TO 117+21.52 VADEN 54.56' T0 59.5 DRAINAGE SWALE p~..F!.L
AREA 7n 9E A M1NII~UMI
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rl ~ ~S.r ~q~ { VA i I *
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~
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STA, 1 22+52.99 Tq 123+57.04 - VARfES 128.49' TQ 103.60'
5TA, 123+57.04 TO 125+ 71.30 - VAR1E5 103.60' TD 130.$7'
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S1n, 723+79,81 TD 146+72.35 - 64' STn. 120+46.41 70 124+99 - vaRIES 100' TO 39'
STA 146+72.35 TD 152+4335 - YARiES 64' Ti} 35" STA. 124+99 TO 135+71.06 - 39'
StA 452+43.35 Tp 355+5,3.45 - VARIES 36' Tp 50' STA. 135+71,06 TO 143+71.94 - 86'
R/yf STA, 155+53.45 TO 158+98,56 ° 50' S1A. 141+71.94 TO 147+24.73 = 39' R/W
STA, 158+98.56 TO 151+44.09 - VARIE$ 50' 10 36' dESI~iN ~ STA. 147+24,73 T8 166+2L93 - VARIES 39` TO 61' ~
STA, 161+94.09 TO 166+75.54 - YRRIES 36' 7O 78' SiA, 166+21 83 TD 165+75.54 - YARIES 39' TO 53'
VAR.
(RESER4ED F4R FUTURE TRAN517) 6' 14' 12' 12' 1y 12' 1 S' 6' ~ 2'
VAREES - 30' T0 2' $IpEWALN TRAFfIC iRAFFIC TRAFFIC TRAFFI£ BIKE SIpEWAI.K
TYPIGAL pRpINAGE SWALE I
(SEE NOTE) 4.~' * 4.5' 27.5' i 30.5'
1
2%
NOTE: I.5' 3~'~
1, SWALES TO 8E CONSTRUCTED AT 5'1
LOCATIDNS AS 5wOWN ON PLANS. 4' TpP501L CL. B
* VARIES 6~ TO f2' TYPE "B" CURB
2. THE C{YNTRACTOR SHALL SLOPE TME FUiURE 017` CLA55 *A" A.C.P. (np.)
TRANSIT AREA TO TME AIGHT OF wAY LINE (SEE PLdN) p,33' CLASS "E" A.C.P. `~~,I C
OR AS DETERIAINfp BY THE ENGINEER, 0.67' CI?USHED SURFACINC BASE GWRSE , ,7ELOI~D AYGIVUG
COMPACTEO DEPTW (TYP.)
i STA. 119+19.89 TO 166+22.65
nii N, L7~nslrP1 6wS
I i I ~ °roF:~.g" r°°e~ SCALE Sp~0n° ~"ty GGUNTY ROAD PROJECT Na. 2764
I I I I I o~q~w ar Oeportment of Public Works APPROVED' SHEET
~~.~,~u, VAZLEY COUPLET Rl
I I I I I p@v ,-ez NDn2W+1u: M~ 1926 W. Broadwoy A~re.
~ I~.~k.cer 56+q(pp~E, IYl~ 9926O-0170 ~"i°N~ STAGE 2- b15HMAW RDAp TQ UNIVERSITY ROA{~
Mo. uai. e c~o. i eeM.~„ WcW t G~. +~nncu; - N~!+E (59s! ~56-~a1 oo~r. l7.f T.I.B. PROJEC7 No. 9E-032(603)-1 4 of~
, . . PLOt pA7f: 3-15-99