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BEECR AVE , dL11fz/PA .4OLEAr 05R
T20 c yR P ESS
T
R. C. BOX SCHEDULE
BOX SECTION NO. 1 (3) 4 5 6 7 (8) 9
REFERENCE SECTION
NO. OF BARRELS
DESIGN COVER (MAX,)---/'_O.r
8'-O"
2'--/0"-
8� �•'
41-011
- 9-D„
8 -O"
-Q"
�� p''_
/3 -0'.
/O?O"
/6 p„
/O' ---O"-
��� 0--
�.
/3 O,.
12 -Orr
_O..
�o,�
���,�
/5 /5
/2 /6
— —
WIDTH W
O'
14'0
_
— 6
_ —
#5 &/2.—
_HEIGHT H
TOTAL
-6! p"-
6'0
5'0
4246 1
50
TOP SLAB THICKNESS T 1
_¢'-Q"
g"
8"
�7
B"
—
_ 8/r
8
7„
60+38.48
65+25.00
I I
SIDE WALL THICKNESS T2
8"
- B%2"
"
9%2"
9%2''
9"
BOTTOM SLAB THICKNESS T3
/ r/
9/2
/i
8
ri
9
r/
9
2
LONGITUDINAL BARS
CENTER WALL THICKNESS T4
2
CLR.
00
CLR.
IN TOP SLAB EQUALLY
CLR.
B
BAR N O , & SPACING _
#6 Cd /,2''
#�6 @/2"
#6 & /2"
#6 �'/,2"
#7 &/,0#
#7 @/2"
#8 @/,2"
#6 @ 6 "
e9
BARS
LENGTH
9-/"
/7! 9/r
9i ///
9/-/'1
// _z.r
///_3rr
/3'-�";
/5 _,¢''
/5 -3rr
BI
BARS
BAR NO. & SPACING
#5 �'/,2"
,#6 #Af
#.5@'/,2v
-��
#4 @ /,2"_#6
C@/2"
#7@/2"#7&/2"
6`--.z''
#4 &8 6 2"
LENGTH
5 _/'i
/7r 9„
/rr
4! //"
�'-3"
7 5
%� /O"�8� 211
BARS
BAR NO. 8 SPACING
#4 @ /8"
#5
Const. Joint
F Bar
0-54`1,0*
#5 &/ 1
#.5/Z'r'
HORIZ. LENGTH
3'-9"
3'-9"
5� /r/
3'-9"
-3"
51-411
¢'-4"
¢'-/0''
7"
VERT. LENGTH
4�- //l
4�- p„
�. 0„
",_61 -
6, 6..
61
cl
BAR N O . & SPACING
e6 &161'
—
Ca /,�"
# 6 @ /8"
-
#.5 @ /2 u
-9HORIZ.
#.5 @ /2"
—
,#4 &/0//
#5 dv1,,2"
#6 @ #,5 @/,20
LENGTH
7
-/Orr
a
BARS
VERT. LENGTH
¢/-//i
9' 7..-
5_/�i
�_�/i
��,._Arr
.'lam //,i
6i 6r1
Jrr_�rr � r/
C 2
BARS
BAR NO. 8 SPACING
HORIZ. LENGTH
VERT. LENGTH
/}4 @ /8"
-3, 9`
2 3
#5 @/2"
-/::
.Z -/;Z
#4 C�/8"
3/_ 9.
;21-211
#4 �'/2"
- 3 9114,_
2
, ¢C�'fi/,�"
3--,-�
,2i,5.:
#5 @/,2"
- ¢,^;,
_ Z%�.:"
#.5 �/,2"
¢-�/O;;
21-711
'La
4 @Af41
-- - '�
"
— --
3
BARS
C W
BAR NO. 8 SPACING
HORIZ. LENGTH _
VERT -LENGTH
BAR N0. & SPACING
#5 /6"
--
--
_
1#4 /8"
5 Gg/8"
//-5:/
, Z::-
--
#5 a9/.2"
ji_ //:
#..5&/2"
#4 @/�".�
11-711
-¢i���ri
--
/,2"
Z20
--=
/'- (ry
/1_8..
- ; 9"-
--
Zi 3"
—
�� 2„-
--
-BARS
_
LENGTH
--
.5 -- O''
--
--
--
--
--
--
—
(�
BARS
BAR NO. & SPACING
LENGTH
#_ f @/8”
#4'@'/8"
r#4@/B"
�4 Cd/8"
#�_@/8*7
61-611
¢ @/8"
71-1111
#¢@/6"
#4
5 - 3"
S - O"
6'- 2''
7'- 0"
7'- //"
�/ Q,.
/40/-91/
F
BARS
BAR NO & SPACING
06 @ /2"
9 - /"
,5 #16'
/7 , 9"
#6 &12"
9'- /"
#6 @/,Z"
9'-
#8 0/2"
#9&1.211
/2
#9 @"
#9 6/40
LENGTH
�1
BARS
BAR NO. 9 SPACING
LENGTH ---
#6 &/,2"
- 5—�''�
#6 @/E3"
7-T�"
#6 /�'�
Sr911
#5 @/2"
�� ��-
-¢
#� @/2v
6'-i/""-
,#6 @/2"
7' O—'
>#6 @/2"
-
#2 @/2"
G
BARS
BAR NO. 8� SPACING
LENGTH
#5 & /8"
¢'-0"
j;K5 @/,2"
)#5 #/6//
¢r -O"
,#5 @/z"
4/ D/,
`4t @ /,2 "
O"
#.5
5i 0"
6'-O"
7! O"
/0,-9"
r p,r
G1
BAR NO, & SPACING
--
#6 &/z''
—
—
--
--
--
—
--
BARS
LENGTH I
— I
HBAR
BARS
I
NO. & SPACING
#5 /B"
'-D"
e4&/2"
6� 2"
#5 /8
4 -O"
#5 @/2`'
�'-p"
#4 /2"
5 - -2
#5 C'/2"
5'- 0
5 �/2"
6'- 0
.5 /,2",}¢
7'- 0"
@/D"
O"
/5 /5
/2 /6
— —
LENGTH1.
H1
B A R S
BAR NO. 6 SPACING
_
— 6
_ —
#5 &/2.—
CENTER WALLS
TOTAL
38
7/
4246 1
50
1 56
70
LENGTH--
9
8' X 4'
60+38.48
65+25.00
ZA
I I
wel► Lei Magill IL I=1=:i2l► I;rlUFA:.
TOP SLAB
_ /5
.34
/5 /5
-- 117---
17---
2
46
/7
20
23 23
3
24
BOTTOM SLAB ---
-- /5
25 -
6
¢
/5 /5
/2 /6
— —
/7
_ ZO
SIDE WALLS
_
— 6
_ —
_
/6.
CENTER WALLS
TOTAL
38
7/
4246 1
50
1 56
70
70
R.C.B. SECTION LOCATION SCHEDULE
I
ti -tear V j dor BI -Bar C-Ba`7 7/r
7/
BOX
STATION
SHT,
SECTION
FROM
TO
N0.
8' X,5
214-44.93
31 + 85.00
3A
617
~
r
8' X6'
30+61.38
34+80.00
4A
9
8' X 4'
60+38.48
65+25.00
ZA
I I
14' X1191
80 +40. 50
98+ 12. 11
BA
13, 14,15
•
•
BALANCE OF 04 CLR.
„
211
2
D
DESIGN. DATA
LIVE_LOAD
HS -20-44 UNLESS OTHERWISE NOTED':
COOPER'S E-80 FOR BOX SECTION NO. 2
DEAD LOAD
EARTH LOAD PER MARSTON'S FORMULA: W = 110 P.C.F.
KU = KU' = 0.150
BD = OUTSIDE WIDTH OF BOX PLUS 3 FEET
SIDE EARTH 30 P.S.F. PER FOOT OF DEPTH
INTERNAL WATER PRESSURE: 62.4 P.S.F. PER FOOT OF DEPTH
WEIGHT OF CONCRETE: 150 P.C.F.
ALLOWABLE STRESSES
'FC' = 4000 P.S.I. AT 28 DAYS FS = 24,000
FC = 1800 P.S.I. N = 8,0
SHEAR AND BOND STRESSES PER A.C.I. 318-63
TENSILE STRENGTH OF ALL REINFORCEMENT STEEL = 60,000 P.S.I.
SEECR AVE.
#4 TOP LONGITUDINAL BARS -
EQUALLY SPACED AT 18"O.C.
MAX.
�r-
/�''t�3' = 9'-4„
.BEEChH A I/Z-
/Nb,L-F �T C1 --BAR
11 / 2" CLR
C -BAR -
C3 -BAR
C2 --BAR
r
�--- SYM. ABOUT
I Na
-,
B -BAR r�
*� (3 -BAR
81 -BAR
T
r i ,
OC
'BALANCE OF 04 C. U
LONGITUDINAL BARS
IN TOP SLAB EQUALLY
SPACED AT BOTTOM OF SLAB
—OPTIONAL CONST, JOINT
11/26
CLR.
11/2"
LONGITUDINAL CLR.
BARS EQ. SPC DOWELS
D -BAR TO MATCH
SIZE & SPACING
CONST, JOINT OF VERT. BARS
N F1 -BAR
m V �F-BAR
OC
V H -BAR
f4 @ 18" ft
N
11/2`
CLR.
O Q
* o
a oc
4 4
J Ln
�-4" TO 12"
,EZ A4 cS T. T2 w T2
9"B677 A4 IAIVER7-
121, 41 TYP. SINGLE R.C.B. SECTION (A)
HORIZ.
CATA TAWASA E NG T H
b, Bi , F, FI , G AND H BARS -- _
H6RIZ LENGTH
C BAR E
cr z
w w
> _j
T - - -.1-
-- --- D B A R
T_ w z
►- = w
t' _j
wW--CI,C1 AND C3 BARS
> -,
H 0 H`7
LE ClT•1
r,
ASL Consult'ing
2582
"PtcoRD DRNhJtNC, " SE
�
CITY
NO. DESCRIPTION JAPPR. DATE DATE _
APPR. DESIGNED BY D•J•N. CHECKED BY D■E.W. SCALE
R E V I S 10 N S DRAWN BY G. G• T. DATE JULY 1987 N.T.S.
FORD GRAPHICS 1004% Now
BAR DIAGRAMS
Or. r r. n r�r
-Ni OW F. RADC
TOP &INVERT SLAB TRANSVERSE BAR DETAIL
APPROVED BY CHINO BASIN MUNICIPAL.
ARCADIA (818)447-4494 WATER DISTRICT
SANTA ANA (714)250-5525
PALM SPRINGS (619)320-4220
RANCHO CUCAMONGA (114)989-8983
CAMARILLO (805)388-2344
FILE NO
1400.22 OFFICE ENGINEER R.C.E. DATE
t4 TOP LONGITUDINAL BARS
EQUALLY SPACED AT 18"O.C.
MAX.
BI- Bar G- Bares
C 3- B(
C2-8(
4" TO
J
U
N� Ci Bar
1 T3
I I
Fl-Bar--�
R� .
FI -Bar
H I- Bar
H -Bar
T4 I w
I I
TYP. DOUBLE R.C.B. SECTION rM'
DI
"
1/2" EXPANSION v
FILLER MATERIAL
1" SMOOTH DOWEL BOX CULVERT NOTES
SEE 5 OF BOX NOTES
T3
WRAP OR LUBRICATE 1, DIMENSIONS SHOWN FROM FACE OF CONCRETE TO STEEL ARE TO THE FACE OF
THIS PORTION TO BAR.
PREVENT BOND
2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON
THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CEN-
2„ 1„ TER LINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN.
N
3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTI-
TUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" SECTION
801.
4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE INSTI-
9"9" EXPANSION TUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" SECTION
CAP 803. •
5, TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF
MANHOLE OR JUNCTION STRUCTURE OPENINGS.
TRANSVERSE EXPANSION JOINT
6. TRAVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME
PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE
CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTER LINE OF
CONSTRUCTION.
1, THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF
INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUC-
TURAL DETAILS,
8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED -OR BEVELED.
9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER
THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE ENGINEER, NO MORE
THAN TWO SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN
TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED.
10 LONGITUDINAL STEEL SHALL BE CONTINUOUS AND EXTEND THROUGH ALL CON-
STRUCTION JOINTS OR SHALL BE SPLICED AS DESCRIBED IN NO. 11 BELOW.
30
DIAMETERS 2" 11, LONGITUDINAL STEEL SHALL BE LAPPED A MINIMUM OF 20 BAR DIAMETERS AT
T/3 SPLICES. TRANSVERSE STEEL SHALL BE A MINIMUM OF LAPPED 30 BAR DIAME-
TERS AT SPLICES EXCEPT AS SHOWN OTHERWISE ON PLANS,
12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT KEYWAYS (IN
WFvr- YYNLL BOTH SLABS AND WALLS), AS DETAILED FOR LONGITUDINAL KEYWAYS AT THE
BASE OF THE WALLS, SHALL BE PLACED AT THE END OF EACH POUR, BUT THE
�- SPACING THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET, ALL
CONSTRUCTION JOINTS IN BOTTOM SLAB, TOP SLAB, AND SIDE WALLS SHALL BE
• , F -.I IN THE SAME PLANE, NO STAGGERING OF JOINTS WILL BE PERMITTED.
o e 13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE
BARS SHALL BE PLACED RADIALLY. STRAIGHT TRANSVERSE BARS IN TOP AND
BOTTOM SLABS SHALL BE SPACED AS SHOWN ON THE TYPICAL SECTIONS; SPACING
SHALL BE AT THE CENTER LINE OF THE BARREL ON THE OUTSIDE OF THE CURVE
FOR DOUBLE BARREL BOXES. STRAIGHT BARS AND L -BARS IN WALLS SHALL BE
SPACED AS SHOWN ON THE TYPICAL SECTIONS, WITH THE SPACING MEASURED
TRANSVERSE JOINT BETWEEN THE VERTICAL LEGS OF BARS.
14. AT THE BEGINNING AND END OF ALL POURS, A CURTAIN OF REINFORCEMENT COM-
POSED OF B, C, C2, D, F, G, AND H BARS SHALL BE PLACED THREE INCHES
d,RECOR.DDRANG FROM THE TRANSVERSE CONSTRUCTION JOINT,
15. THE VERTICAL WALL STEEL IN INTERIOR WALLS AND IN THE INTERIOR FACE OF
EXTERIOR WALLS MAY BE SPLICED AT THE CONSTRUCTION JOINT AT THE BASE OF
THE WALL. THE SPLICE SHALL BE 20 BAR DIAMETERS.
BASE OF WALL
16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF C, C2, D,
BEENWALL. IF
CONSTRUCTION JOINT DETAILS HEIGHT OFR THEA STARTER AWALLAISDVARIED,FOAFOURTHE V RTICAL-INCHR HE LENGTH OF THE TER TC,
C2pD, AND CW BARS SHALL BE VARIED CORRESPONDINGLY SO AS TO MAINTAIN A
30 DIAMETER LAP BETWEEN THE BARS. THE LAPS SHALL BE BASED ON THE
SMALLER BAR.
CITY OF FONTANA, CALIFORNIAa
PUBLIC WORKS DEPARTMENT
DRAWN BY SOUTH R I DG E; VI L L AG E SCALE
..-,STORM DRAIN
DESIGNED BY - DATE
DETAILS s—1
CHECKEP BY OR, NO.: SHEAT
APPROVED Zd—/ZG
CITY ENGINEER R.C.E.
Tp
n
ti -tear V j dor BI -Bar C-Ba`7 7/r
7/
Al
r
~
r
cr 2 �
r
OPTIONAL CONST JOINT
N
•
•
BALANCE OF 04 CLR.
„
211
2
LONGITUDINAL BARS
2
CLR.
00
CLR.
IN TOP SLAB EQUALLY
CLR.
SPACED AT BOTTOM OF SLAB
2"
LONGITUDINAL
=
BARS EQ. SPC.
CLR.
r
2��
CW -Bars
C3'Bar
it
CLR.
D- Bar
C2 -Bar
Const. Joint
F Bar
0cc
12"
�N
1 T3
I I
Fl-Bar--�
R� .
FI -Bar
H I- Bar
H -Bar
T4 I w
I I
TYP. DOUBLE R.C.B. SECTION rM'
DI
"
1/2" EXPANSION v
FILLER MATERIAL
1" SMOOTH DOWEL BOX CULVERT NOTES
SEE 5 OF BOX NOTES
T3
WRAP OR LUBRICATE 1, DIMENSIONS SHOWN FROM FACE OF CONCRETE TO STEEL ARE TO THE FACE OF
THIS PORTION TO BAR.
PREVENT BOND
2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON
THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CEN-
2„ 1„ TER LINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISE SHOWN.
N
3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE INSTI-
TUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" SECTION
801.
4. PLACING OF REINFORCEMENT SHALL CONFORM TO THE AMERICAN CONCRETE INSTI-
9"9" EXPANSION TUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" SECTION
CAP 803. •
5, TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF
MANHOLE OR JUNCTION STRUCTURE OPENINGS.
TRANSVERSE EXPANSION JOINT
6. TRAVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME
PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE
CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTER LINE OF
CONSTRUCTION.
1, THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE ONE AND ONE-HALF
INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUC-
TURAL DETAILS,
8. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED -OR BEVELED.
9. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER
THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE ENGINEER, NO MORE
THAN TWO SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN
TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED.
10 LONGITUDINAL STEEL SHALL BE CONTINUOUS AND EXTEND THROUGH ALL CON-
STRUCTION JOINTS OR SHALL BE SPLICED AS DESCRIBED IN NO. 11 BELOW.
30
DIAMETERS 2" 11, LONGITUDINAL STEEL SHALL BE LAPPED A MINIMUM OF 20 BAR DIAMETERS AT
T/3 SPLICES. TRANSVERSE STEEL SHALL BE A MINIMUM OF LAPPED 30 BAR DIAME-
TERS AT SPLICES EXCEPT AS SHOWN OTHERWISE ON PLANS,
12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT KEYWAYS (IN
WFvr- YYNLL BOTH SLABS AND WALLS), AS DETAILED FOR LONGITUDINAL KEYWAYS AT THE
BASE OF THE WALLS, SHALL BE PLACED AT THE END OF EACH POUR, BUT THE
�- SPACING THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET, ALL
CONSTRUCTION JOINTS IN BOTTOM SLAB, TOP SLAB, AND SIDE WALLS SHALL BE
• , F -.I IN THE SAME PLANE, NO STAGGERING OF JOINTS WILL BE PERMITTED.
o e 13. UNLESS OTHERWISE SHOWN ON THE DETAILS, IN CURVED SECTIONS TRANSVERSE
BARS SHALL BE PLACED RADIALLY. STRAIGHT TRANSVERSE BARS IN TOP AND
BOTTOM SLABS SHALL BE SPACED AS SHOWN ON THE TYPICAL SECTIONS; SPACING
SHALL BE AT THE CENTER LINE OF THE BARREL ON THE OUTSIDE OF THE CURVE
FOR DOUBLE BARREL BOXES. STRAIGHT BARS AND L -BARS IN WALLS SHALL BE
SPACED AS SHOWN ON THE TYPICAL SECTIONS, WITH THE SPACING MEASURED
TRANSVERSE JOINT BETWEEN THE VERTICAL LEGS OF BARS.
14. AT THE BEGINNING AND END OF ALL POURS, A CURTAIN OF REINFORCEMENT COM-
POSED OF B, C, C2, D, F, G, AND H BARS SHALL BE PLACED THREE INCHES
d,RECOR.DDRANG FROM THE TRANSVERSE CONSTRUCTION JOINT,
15. THE VERTICAL WALL STEEL IN INTERIOR WALLS AND IN THE INTERIOR FACE OF
EXTERIOR WALLS MAY BE SPLICED AT THE CONSTRUCTION JOINT AT THE BASE OF
THE WALL. THE SPLICE SHALL BE 20 BAR DIAMETERS.
BASE OF WALL
16. IN ALL SECTIONS LAP C AND C2 BARS. THE VERTICAL LENGTH OF C, C2, D,
BEENWALL. IF
CONSTRUCTION JOINT DETAILS HEIGHT OFR THEA STARTER AWALLAISDVARIED,FOAFOURTHE V RTICAL-INCHR HE LENGTH OF THE TER TC,
C2pD, AND CW BARS SHALL BE VARIED CORRESPONDINGLY SO AS TO MAINTAIN A
30 DIAMETER LAP BETWEEN THE BARS. THE LAPS SHALL BE BASED ON THE
SMALLER BAR.
CITY OF FONTANA, CALIFORNIAa
PUBLIC WORKS DEPARTMENT
DRAWN BY SOUTH R I DG E; VI L L AG E SCALE
..-,STORM DRAIN
DESIGNED BY - DATE
DETAILS s—1
CHECKEP BY OR, NO.: SHEAT
APPROVED Zd—/ZG
CITY ENGINEER R.C.E.
Tp