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<br /> ,".a PVI STA = 15+00 PVI STA = 15+50 PVI STA = 16+00
<br /> TYPICAL SECTION A-A LL
<br /> PVI ELEV = 104.00 PVI ELEV = 103.70 PVI ELEV = 102.50
<br /> { A.D. = 1.40 A.D. = -1.80 A.D = -2 53
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<br /> K = 35.71 K - 27.78 K = 19.76
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<br /> xIm } I TION NOTES:
<br /> +b 0,3 i-I' • I 5.Q. 50.00' VC .- Iw� o I'I --50 00' VG .......__ 0:0(3'ZVC ;10 SIDEWALKS SHALL BE A MINIMUM OF 4" 'HICK AND
<br /> 4+ ;.I� TOP OF CURB FINISHED GRADE (14'RT) o AT LEAST 6" THICK IN DRIVEWAYS. SIDEWALKS
<br /> �-� ¢�' ''} n '� o►0- SHALL BE LASS 3000 ::IIMENT CONCRETE, 'WITH AIR
<br /> + 0 'n'n `00 c13n`n Nh ov In'w 'I •i ENTRAINMENT (M!N 4.°,%, MAX S 5%) SIC►E'WALh5
<br /> ITH
<br /> �c a CADY EXISTING GRADE FACE OF CURB EXISTING GRADE wjri ++ M r� o rn•ff, in+`'' r110 - ►-- �I-- '-�.i ++ o v ,., L
<br /> UCTED IN
<br /> CE
<br /> •J cn w 9)_2a q,a :, 6a ..- . CITYSHAL O F EVERETTRSTANDARD DRAWIDNGNN •X306- I-- - 03
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<br /> wm wm II aw ,•wm mw •d� wJIa PLACED 'ON A MIX OF 2 OF CRUSHED SURFACING...��, _ A ��w minw TOP COARSE AND CONSTRUCTED IN ACCORDANCE
<br /> 3 LF 8" SD - -t"-` ----- • WITH CITY DF EVERETT STANDARD P_AN NG 305A. �i- 09� CONCRETE SHALL BE COMENT CONCRETE, CLASS 8o �-'-- - -- `� _,� 3000
<br /> 100 ao I 1 ; E�
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<br /> ` ❑3 PAVEMENT SECTION SHALL BE A. MIS; OF 3" CLASS P
<br /> }LL. I B ASPHALT OVER 4" CRUSHED SURFACING TOP 0
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<br /> a m I I i� ( 21.64 LF r"f` COARSE ON 4" OF GRAVEL BASE. 0 o
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<br /> �` PROJECT. APPROVAL FOR THIS PgOJErAT 19
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<br /> tstet-relit-eeNt-T-Rtie++QN PLAN AND PROFILE
<br /> E CADY RD E CADY RD E CAPlitetttOtit**R4DY RD
<br /> DRIVEWAY STA 13+20.87 DRIVEWAY
<br /> STA 14+63.49 DRIVEWAY
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<br /> STA '15+43.49
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