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FOR LENGTHS OVER 7'A SUPPORT BOLT SHALL BE USED
(SEE STANDARD* 206a) A
i
I
I 2#4 BARS � FRAMESCOVER
(EXTRA) ( ` I STD NO.
I' I
1 CUR LINE
:
LA
4"R FLO LINE
1/4" EXPANSION co
MATERIAL
41/2" 2"
SLOPE 1/4 61:1 1 1
CURB OPENING DETAIL STD. NO.206a
GALV. STEEL T Inis
BELOW MANHOLE I • • • . LOCAL DEPRESSION
SEE STD.NO.206 "
• L� • ' • �• .'- '_: ' STD. N0.203
• x -• '
4" a I2"0.C. PIPE TYPE a SIZE SHALL BE
• - SHOWN ON PLANS
.'_ • -in THICKNESS SHALL BE SHOWN ON
> I PLANS FOR METAL PIPE.
12"O.C.
••
SLOPE FLOOR I" PER FOOT 1
p MIN. FROM ALL DI ECTIONS
TROWEL SMOOTH I
• • �. OPTIONAL ELES OWN
JOINTS
ON LA
' • • • • DETAIL OF REINFORCEMENT
SECT ION A -A
AROUND PIPE
•I. ALL REINFORCING SHALL BE # 4 BARS at 12" O.C. BOTH WAYS IN
TOP SLAB AND WALLS.
2. CATCH BASIN SHALL BE CONSTRUCTED OF CLASS "A" CONCRETE.
3. CURB B GUTTER ADJOINING CATCH BASIN SHALL BE CONSTRUCTED
PRIOR TO CONSTRUCTING TOP OF CATCH BASIN.
SAN BERNARDINO COUNTYTRANS. DEFARTMENT TYPE "A'�
IZ-?A John R. Shone 206
Di rector of Transportation CATCH BASIN
DI
CONSTRUCTION NOTE #7
CALL TOLL FREE
1-500-422-4133
TWO
WORKING DAYS
BEFORE YOU
DIG
Underground Service Alert
15 is L
BEND DOWN
40.4 BARS PLACED
DIAGONALLY
X":.3(0"
Y,' :316 of
V": SHOWN ON PLANS.
MAX. `X" DISTANCE = 4`
N6.3 BARS, B" O.C.
BOTH WAYS.
15" LAP
1:2 MIX CEMENT MORTAR
-
DIAGONAL BARS co cu
PRECAST REINFORCED
5"
.
CONCRETE MANHOLE RING
BEND DOWN 12"!
• '� •
�IIII�I' 'I'I Illj�l'
.i
':
RING SET IN A THICK BED
36
=. •= = �= = • •s� ''
41 7
''
OF 1:2 MIX CEMENT MORTAR
6"
• '
� t
N "Xn -- •
'
sn
P LAN
:.
••• •'
-tier or ea,sl,ng Cb tstrvrlran
:.
NO.5 BARS, 8O.C.
NO. 3 BARS, 8" O.C.
'-
,o
e
Qt
b
t
Z
BOTH WAYS
BOTH WAYS
•'
,?-H Bars - ,• : ,•` F Bari pope Joirnl.
1.
cr
132 17
/ />
�bu►�d foes - �,
MJ Bors ' t i
PER COUNTY STD. 115
PER COUNTY STD. 109 TYPE C • .
STEP ABOVE DRAIN
i E Bora
•
;.
t at C. ja
'�
-
PLACE 5/d" 0 GALVANIZED
3r
:.ILI
>
= -
.:
•,
3 IRON STEPS IN WALL A
den s"iy requiewd bx.specsficalions.A
••'
PER COUNTY STD. 304-A
MAXIMUM OF 15" APART
CONSTRUCT -AC OVERLAY - MINIMUM 2'
1
co
PER COUNTY STD. 203 'B'- '
x ca
'ri
AN
CONSTRUCT STORM DRA{N CLEANOUT
I
SIZE AND \\
I
-
I
LOCATION OF
I
CULVERTS I
;
A L=
SHOWN ON
::: /T
PLANS
_
I"MIN.
NO. 3 BARS, 8" O.C. BOTH WAYS -/--'/.I
'
STEP DETAIL
NOTES:
1. STORM DRAIN CLEANOUT ..SHALL BE CONSTRUCTED
OF CLASS "A" CONCRETE.
2. CLEARANCE FROM I.D. OF PIPE TO CLEANOUT WALL- SHALL BE 4" MIN.
3. APPROVED PRECAST CONCRETE MANHOLE .SHAFT
RINGS WILL BE
ACCEPTED IN LIEU OF CAST -IN-PLACE SHAFT
SAN BERNARDINO COUNTY ROAD DEPARTMENT
STORM
DRAIN
DATE: JE.M. Z-G`s
- M. A. Nicholas
208
CLEANOUT
COUNTY ENGINEER
CONSTRUCTION NOTE #10
Construction joint
' 7l Q
NOTES
� V #.F Borg ♦ /. Values for A, B and C ore shown on the pro,ect
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