HomeMy WebLinkAbout5271-2See Plans For Slope Easement
I` Min.
0
See Plans For Slope Easement
E
Line
Vor'abl
or f�a�ter
Line
10,
Earth Shoulder
40' Min.
I
k
8-
If Seal
12-
"Fine' Seal Coat -
0.25' Plant Mixed Surfa.cin
30'
"Fog" Seal
Earth
See
„ „ o Profile Grade _2yo Table
Stops_ gBe Table B A
�i i . ��� � f
2- Story Constructio -Sta. 9+00 to Sta. 17+56
P.M.S. Thic knes - Min. 0.10` - Max. 0.42'
STA. 0+00 (SIERRA AVE. TSTA. 119+00
STA. 137+00 T STA. 159+02(CACTUS
40-
10, -
Earth Shoulder
I ob/eit B
I or fl°t1er S1opg� Seg -fable
3'
8'
Table IV
(Left Side)
"Fog" Seal
Slope
Station to
Station
7;p'
10:1
0 +00
14 +70
6:1
Var.
14 +70
15 +90,(See Gutter Grade)
210/0
10:1
15 +90
50+10
71+00
5 :1
50+10
53 *00
76+33
10:1
53+00
62 +00
80+00
Var.
62+00
79 +75 (See Gutter Grade)
1071
79+75
87+25
85+50
Var.
87+25
99+00
112+00
10:1
99+00
105+85
114+00
Var.
105+85
107+00
120+00
10:1
107+00
152+00
132+72
Va r.
152+00
159+ 02 * SLOPE 17'W IDE
145+50
5 '. 1
159+02
185+50 STA.15-2+00 1 Min:
TO 157+00
0
See Plans For Slope Easement
E
Line
Vor'abl
or f�a�ter
Line
10,
Earth Shoulder
40' Min.
I
k
8-
If Seal
12-
"Fine' Seal Coat -
0.25' Plant Mixed Surfa.cin
30'
"Fog" Seal
Earth
See
„ „ o Profile Grade _2yo Table
Stops_ gBe Table B A
�i i . ��� � f
2- Story Constructio -Sta. 9+00 to Sta. 17+56
P.M.S. Thic knes - Min. 0.10` - Max. 0.42'
STA. 0+00 (SIERRA AVE. TSTA. 119+00
STA. 137+00 T STA. 159+02(CACTUS
40-
10, -
Earth Shoulder
I ob/eit B
I or fl°t1er S1opg� Seg -fable
3'
8'
ROUTE
SEC.
"Fog" Seal
0
VIII
SBd
7;p'
(3)
2
12'
12-
k
30-
8'
W Line
See Plans For Slope Easements
- f" Min,
AVE.)
"Fine' Seal Coat "Fog" Seal
.25 Plant MixeJ Surfacing Ear tt Shoulder
See .etail
Profile Grade _
0.33 Imported Base Material
See
Table
S T A. 119 +00 TO'STA,
17 +.0.
I' Min.
1!aT. no. 5T 04 -re Eu + ISCA[.- ' SHC'ET oTA4
PROJ. NO. I YCRR lY O. Sb1EEF5
2 CAL. 710 (3) �7 1 z 32
DOST.
COUNTY
ROUTE
SEC.
SHCET
NO
TorgL
5►lEErS
VIII
SBd
7;p'
(3)
2
32
Eng. D.
ist n t. s
Approved.- --------------------------------------------- ------
COUNTY ROAD COMMISSIONER
C.E. LICENSE N4. 8495
.DIKE SECTION
STA. 172-t57 TO STA.185+50 (RT.)
STA, 185+50 (WILLOW AVE) TO STA, 198+64 (RIVERSIDE AVE.)
(VIII-S.8d.-710)
BASE LINE ROAD -SIERRA AVE. TO RIVERSIDE AVE.
TYPICAL CROSS SECTIONS
SCALE- I°=5'
DESIGN CLASSIFICATION
500-75- P60
5271=2
Table "N'
(Right Side)
Slope
Station
to Station
6:1
Var.
0 +00
47+00
47+00
53 +75>Toe
fill slope f inside FN
6:1
53+75
6610 5
210/0
66+95
71 + 00-4' Wide -No Gutter
3=1.
71+00
76+33
3"1
76+33
80+00
6-1
80+00
85+50
,.
3 * 1
85+50
112400
Var.
112+00
114 +00 Toe
fill slope I' inside RIIN
6:1
114+00
120+00
Var..
120+00
132+72 Toe
fill slope ['inside R/W
6:1
132+72
145+00
3:1
145+50
18q59+02
°Y 6�i, '� ti- e e S
.DIKE SECTION
STA. 172-t57 TO STA.185+50 (RT.)
STA, 185+50 (WILLOW AVE) TO STA, 198+64 (RIVERSIDE AVE.)
(VIII-S.8d.-710)
BASE LINE ROAD -SIERRA AVE. TO RIVERSIDE AVE.
TYPICAL CROSS SECTIONS
SCALE- I°=5'
DESIGN CLASSIFICATION
500-75- P60
5271=2