HomeMy WebLinkAbout3444-5W'LY CL STREET E'LY WILY (� STREET E'LY
R/W 68' R/W R/W 60' R/W
we
34' 34 30' poll"30'
VARIES PER PLAN VARIES PER PLAN VARIES PER PLAN VARIES PER PLAN VARIES PER PLAN VARIES PER PLAN VARIES PER PLAN VARIES PER PLAN
23.5 TO 12 110.5 TO 22 16 TO 22 18 TO 12 1- 23.65 TO 12 17 TO 22 15.5 TO 22 14 TO 12
VARIES 5' 2 3 5' VARIES 2' 2 3 2'
lx S - VARIES TYP. YARIES VARIES TYP.
w w 0.5 TO 1 1 TO 1 B w w I I 16 TO 17 16.5 TO 15.5
CD o 0 o
w w o 0 o EX PAVEMENT EX. SURFACE o w o w C) o EX. SURFACE o o
� -' °- � o �w � x I I o � EX PAVEMENT
& EX. BASE
w . _ �. w & EX. BASE w
z a_ Ln a. a_ a_ V) z a.
0 0
o Er L.L. x x 1= Cxw o cr x x
-� a_ o a_ w w a_ m C) a_ 4D w EX. AC DIKE E X. AC DIKE w 4D a.
� � �1 �
2:1 MAX � �� �.------- -- � ______..�. r ,
--,� . 5% 1 -_.. �. -1.,5%
2.1 MAX
%_ %�� % / \'� I I +1 , i TO +2% 1 .5%�-2%
X40 —sx
2:1 MAX 0.54' A.C. 2:1 MAX
'
0.54 A.C.
0.33' AGG. BASE 0.33' AGG. BASE
TYPICAL SECTION FOR OLEANDER AVENUE TYPICAL SECTION FOR CYPRESS AVENUE
NOT TO SCALE NOT TO SCALE ,
STA 20+75 TO STA 21+40 STA 20+75 TO STA 21+65
TI = 6.5 TI = 6.5
WL Y.
R/W
GL STREET
64'
I_ 34'. _ I _ 30'
23.65' TO 12'
VARIES 5'
�o
x �w� o
w o w
z o `n o
o Q: w oc
a_ o a-
2: 1
_2:1 MAX
I i iv Iv.,
EX. PAVEMENT
& EX. BASE
x
VARIES PER F
16' TO 22
VARIES
1 TO 16
EX. SURFACE
+1 . To +2Ei�%5%
VARIES PER
00
14 TO 12
5'up-VAR IE:
ww
LD
0
0 0=
w
o
._
`n
o o
aa. �
o
\� 0.54' A.C. - /
0.33' AGC. BASE
TYPICAL SECTION FOR JUNIPER AVENUE
NOT TO SCALE
STA 20+75 TO STA 21+65
TI = 6.5
E'LY
R/W
I
2:1 MAX
CONSTRUCTION NOTES:
O REMOVE EXISTING P.C.C. , A.C., PAVEMENT, OR SOIL.
CONSTRUCT 6 �/ INCH THICK ASPHALT CONCRETE OVER 4 INCH THICK
AGGREGATE BASE MATERIAL.
4 D CONSTRUCT 0.67' A. C. D I KE PER C I TY OF FONTANA STD. 136.