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CHANNEL WALL PROFILE
SCALE: HORIZONTAL: 1"=20'
VERTICAL: 1"=4'
EXTERIOR FACE
VERTICAL
#4®18"B.W.
LO
2"CLEAR
12'
z
FS
STOP OC
BAR 12"
CHANNEL
INVERT SLAB
r N C
C '-3"CLR
SHORT
3.0' it -910
OC = BAR DESIGNATION
.5
��?\12 WALL
BATTER
#9012"O
- #9012"SHORT
2"CLEAR
�,04M 0"
M.
TABLE
OF
RC
BOX
CULVERT DIMENSIONS
SPAN, W (FT)
10' w/ PARAPET WALL
10.00
10.00
10.00
10.00
HEIGHT (FT)
8.00
8.00
8.00
8.00
6.00
MAX EARTH COVER (Fr)
4.00
5.00
10.00
15.00
16.00 -
T1 (IN)
8.50
8.50
11.25
13.50
14.00
T2 (IN)
8.00
8.00
9.00
10.00
10.50
T3 (IN)
9.50
9.50
12.75
15.25
15.75
BAR DESIGNATIONS
AND DIMENSIONS
SPACING
(IN)
SPACING
(IN)
SPACING
(IN)
SPACING
(IN)
SPACING
- (IN)
B -BAR
6
10.0
6
10.0
9
17.0
8
11.0
8
11.0
B1 -BAR
4
10.0
4
10.0
5
17.0
4
11.0
4
11.0
C -BAR
5
14.0
4
14.0
4
14.0
4
13.0
4
14.0
C1 -BAR
6
14.0
5
14.0
5
14.0
4
13.0
4
14.0-
C2 -BAR
6
14.0
4
14.0
4
14.0
4
13.0
4
14.0
C3-13AR
6
14.0
5
14.0
4
14.0
4
13.0
4
14.0
D -BAR
6
8.0
4
18.0
4
18.0
4
18.0
4
18.0
F -BAR
9
20.0
9
20.0
9
15.0
8
10.0
9
12.0
F1 -BAR
6
20.0
6
20.0
5
15.0
4
10.0
4
12.0
G -BAR
4
14.0
NONE
NONE
4
14.0
4
13.0
4
14.0
H -BAR
4
14.0
4
14.0
4
14.0
4
13.0
4
14.0
H (FT)
4.40
4.33
4.29
4.38
4.42
H1 (FT)
2.00
1.79
1.88
2.00
2.08
H2 (FT)
4.50
4.21
4.29
4.38
4.42
H3 (FT)
4.50
1.75
1.75
1.79
4.42
V1 (FT)
3.50
3.46
2.67
2.46
2.96
V2 (FT)
3.00
2.88
3.12
3.33
3.38
V3 (FT)
3.00
2.38
1.96
2.67
2.71
z
FINISHED SURFACE
WEEP HOLE NOTES:
A. 4"0 DRAINS ®10' MAX ON CENTER. EXPOSED WALL DRAINS
EXTERIOR FACE
SHALL BE LOCATED 12" ABOVE FINISH GRADE.
B. 6" SQUARE ALUMINUM OR GALVANIZED STEEL WIRE 4 MESH 1.0'
HARDWARE CLOTH. (MIN WIRE DIAMETER 0.03") ANCHOR ='
FIRMLY TO BACKFACE.
Ln PERVIOUS BACKFILL
C. ONE CUBIC FOOT PERVIOUS BACKFILL MATERIAL IN A SEE NOTE D
GEOTEXTILE WRAP (MARAR OR APPROVED EQUAL). -
D. PERVIOUS BACKFILL MATERIAL CONTINUOUS BEHIND }-
RETAINING WALL CHANNEL hl -
E. PROVIDE VERTICAL CONSTRUCTION JOINTS AT STEPS INVERT SLAB
OR 40' O.C.
F. PROVIDE EXPANSION JOINT AT 40' MAX O.C. `
STEM WIDTH=14.75"
SEE NOTE D
SEtt NOTE B
STEM WIDTH=17.25"_ SEE\ELEVATION
SEE DOTE C
`CONSTRUCTION SEE MOTE A
hIT
6' MIN.
STARTER
ELEVATION WALL l
STEM WIDTH=20.25"
-9#4 WEEP HOLES & PERVIOUS BACKFILL
18"
#4012.5" 19"
ix
4
r
IWE
SEE
LONGITUDINAL REINFORCING
LAP BAR 48 BAR DIA MIN,
TYPICAL
REINFORCING
2" CLR
2- CLR SEE DETAIL
113 BELOW
INVERT SLAB.
EQUAL EQUAL
TRANSVERSE CONSTRUCTION JOINT
CHANNEL INVERT
DETAIL 1 C
R-RAP(Z
B -BARS
OR
Bj -BARS
TYPICAL SECTION
NOT TO SCALE
9" n R
JOINT PREPARATION
TRANSVERSE CONSTRUCTION JOINT
CHANNEL WALLS
DETAIL 1 C
IN TABLE
DETAIL 1A, DETAIL 1 B
NOT TO SCALE NOT TO SCALE
CHANNEL WALL SECTION 2
RCB SINGLE BOX CONDUIT TYPICAL DETAIL 1 C"
NOT TO SCALE (PER APWA SP NO. 611-1 AND AS MOFIFIED NOT TO SCALE M'
3 � o
IN THESE PLANS PER APWA SP NO. 617-1)
•V, t
C
0 O REV. REVISION DESCRIPTION DATE ENGR. an' DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF 1=ONTANA CALIIFORI�!!A
QROFESS/O,y ��
HO&Em
emm I nk.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ��o�PRu eo9lF BASE LINE AVENUE N Y
o>
�9 cA Civil Engineering Planning - Surveying - Public Works DRAWN BY- I
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, z z 10' `x 8' RCB STORM DRAM I�PFiOV61E]VTS scALE. NTS M n
�' 9130 Anaheim PI Ste 120 - Rancho Cucamonga, CA 91730-5465.909-484-9090 MFP
DIAL Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp��2%3i�o5 * PREPARED UNDER THE SUPERVISION OF: 9 DESIGNED BY: CHANNEL WALL APD DATE
BEFORE DAYS BEFORE
YOU DIG YOU DIG J, RLB RC BOX DETAILS 10-17-00
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND qj�, ClVtl ����', 2 CHECKED BY: APPROVED B : DWG NO.: �,'C
TOLL FREE 1-800-227-2600 OF CAt-�F� RICHARD L. BOWMAN R.C.E. 24573 DATE: `= ,AV.''.� 3 LO
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STANDARDS IN EFFECT. RL 3100 7 iwj
-
CITY ENGINEER R.C.E. 51152 DATE:
DOLED RADIUS AT SLAB
R=1/4') INVERT JOINTS