HomeMy WebLinkAbout846412_0095_i32x
om
mw
o
Qw o
JZ W
D V
U I U
J U) W
Qw s
Up U
Ln
co II
x - --
o w
w r1r
Cn
a
1-- w
w Q
o
x
Q
w
d
a
0
om
mw
o
Qw o
JZ W
D V
U I U
J U) W
Qw s
Up U
z
0
a
0
x cn
z
Q
oc
Li
0
z
Lu
a
v
x
0
LL-
LL-
o
w
r
A
SHOTCRETE
2
600
i
600
125 SHOTCRETE
SECTION B -B
125 _I VARIES
SECTION C -C
10 m
125 I
VAR .
125
D
SECTION D -D
SECTION A -A
SHOTCRETE CHANNEL CONNECTION TO SINGLE PIPE HEADWALL
760
bLINU r rcUiN i bAK
INTO FLOOR
15 AT 300
BOTH WAYS
X50 CLEAR
300 —
SECTION E —E
A
r
Y AR ' r
I I
I I
I , Q 1 , I
I . > , I
E
3------ - - - - --
a
o LL-
Q0 LL-
C)
U
0
M
J
152
15 AT 300
EACH WAY
E
CUT OFF WALLS AT DITCH ENDS
125 SHOTCRETE
2
1
TYPICAL SHOTCRETE DITCH DETAIL
etri C
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 Riv 74 27.7/32.5 95 270
C <>-
y i: —
e°FESSI °NREGISTEREDCIVILENE
R.S.CHAVEZ z
APRIL 2992002 rn
No
PLANS APPROVAL DATE .
41904
Xp, 3/31 /06
RIVERSIDE COUNTY
s> CIVIL
TRANSPORTATION COMMISSION 41,
OFF' CALIF
1
3560 UNIVERSITY AVE, SUITE 100
RIVERSIDE,CA 92501
SC ENGINEERING
14318 CAL I FORN I A AVE SUITE 104
VICTORVILLE,CA 92392
The State of California or its officers
or agents shall not be responsible for
the,accurawy or completeness of electronic
cop i es of tY i s p I an sheet.
AS BUILT
NO CORRECTIONS ON THIS SHEET
DATE COMPLETED 04 -16 -04
BY
OG
100 FORMED WEEPHOLES 6096 OC
BACKED WITH 300 mm3 OF PERVIOUS
BACKFILL MATERIAL IN A BURLAP SACK,
SECURELY TIED
PLACE 6" SO ALUMINUM OR
GALVINIZED STEEL WIRE 4 MESH
HARDWARE CLOTH ON BACKFACE OF
CHANNEL LINING PRIOR TO PLACEMENT OF
SHOTCRETE (WIRE DIAMETER 15 MIN)
TYPICAL BOTH WALLS)
O7 24 26 28
O7 24 26 8 30 31 33 34 42
ALL DIMENSIONS ARE IN MILLIMETERS
UNLESS OTHERWISE SHOWN
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80
SCALE IS IN MILLIMETERS l I i I i I i l
USERNAME _> SC ENGINEERING
DGN F I LE _ > 84641 2_ 0095_ 1 32 o dgn
QROFESSIO /V(
R.S.CHAVEZ ?
Noe 41 904
Exp. 3/31 /06
s CIVIL Q
F OF C
ij 30 31 33 34 42
DRAINAGE DETAILS
SCALE AS SHOWN
CU 08224 EA 4641 21
D -32
H
W
x - -- N m
W
O a
z J
c
V) J
W
o
Q
d
z
0
a
0
x cn
z
Q
oc
Li
0
z
Lu
a
v
x
0
LL-
LL-
o
w
r
A
SHOTCRETE
2
600
i
600
125 SHOTCRETE
SECTION B -B
125 _I VARIES
SECTION C -C
10 m
125 I
VAR .
125
D
SECTION D -D
SECTION A -A
SHOTCRETE CHANNEL CONNECTION TO SINGLE PIPE HEADWALL
760
bLINU r rcUiN i bAK
INTO FLOOR
15 AT 300
BOTH WAYS
X50 CLEAR
300 —
SECTION E —E
A
r
Y AR ' r
I I
I I
I , Q 1 , I
I . > , I
E
3------ - - - - --
a
o LL-
Q0 LL-
C)
U
0
M
J
152
15 AT 300
EACH WAY
E
CUT OFF WALLS AT DITCH ENDS
125 SHOTCRETE
2
1
TYPICAL SHOTCRETE DITCH DETAIL
etri C
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 Riv 74 27.7/32.5 95 270
C <>-
y i: —
e°FESSI °NREGISTEREDCIVILENE
R.S.CHAVEZ z
APRIL 2992002 rn
No
PLANS APPROVAL DATE .
41904
Xp, 3/31 /06
RIVERSIDE COUNTY
s> CIVIL
TRANSPORTATION COMMISSION 41,
OFF' CALIF
1
3560 UNIVERSITY AVE, SUITE 100
RIVERSIDE,CA 92501
SC ENGINEERING
14318 CAL I FORN I A AVE SUITE 104
VICTORVILLE,CA 92392
The State of California or its officers
or agents shall not be responsible for
the,accurawy or completeness of electronic
cop i es of tY i s p I an sheet.
AS BUILT
NO CORRECTIONS ON THIS SHEET
DATE COMPLETED 04 -16 -04
BY
OG
100 FORMED WEEPHOLES 6096 OC
BACKED WITH 300 mm3 OF PERVIOUS
BACKFILL MATERIAL IN A BURLAP SACK,
SECURELY TIED
PLACE 6" SO ALUMINUM OR
GALVINIZED STEEL WIRE 4 MESH
HARDWARE CLOTH ON BACKFACE OF
CHANNEL LINING PRIOR TO PLACEMENT OF
SHOTCRETE (WIRE DIAMETER 15 MIN)
TYPICAL BOTH WALLS)
O7 24 26 28
O7 24 26 8 30 31 33 34 42
ALL DIMENSIONS ARE IN MILLIMETERS
UNLESS OTHERWISE SHOWN
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80
SCALE IS IN MILLIMETERS l I i I i I i l
USERNAME _> SC ENGINEERING
DGN F I LE _ > 84641 2_ 0095_ 1 32 o dgn
QROFESSIO /V(
R.S.CHAVEZ ?
Noe 41 904
Exp. 3/31 /06
s CIVIL Q
F OF C
ij 30 31 33 34 42
DRAINAGE DETAILS
SCALE AS SHOWN
CU 08224 EA 4641 21
D -32