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SIZE
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0 WCRE TE
G7J YDS /
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B6
87
Bg
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LENGTH
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1
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133 f 54.38 24`2f 42.12
1-33 S4: 3� 24 2 4 2. /2
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132 ��8.47 /32 -t84 .82
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I I 41eovc ACCESS 11040.
s
CNA/N L /N�(' FENCE. EE" PZ9N
T3 �-oR ocAr�oNS
84
12ClC
Sym. About IF— - ,
**4 L onciludinal Bars /@ /R" o.c_
Q
Q
oQL
IoW
e-Xc c'T !�1/,y /ff /r(176P1rQUf'TEO BMJ SOX 4eeg�FSS
OCCOPS RT EAC!-/ s/19E' of ,box SECTION ANS TOIP OF X&L SLOPES OP TO 047C9 TOP OF S/DE'GVALk' 7-Y/0,
2"
�
2Point surface With ��..,M t� Pre -molded ma /de d
STRUCTURAL NOTES
C Mf.Ck cool of 3 Pre -molded aspho/1/•c filler
Z '� `� osph i c p oinl 2 �' $ o/1/c filler
' ; ' ' /8 ��ZoNG / "5MCVTH DOWELS GREASE GENERAL ,
osph
' 1 .�, END Q /8 "D• C. AT 51-A05 OrV�.Y ^ "y
I • t _� �� Wo// or slob 1 . DIM[_NS10NS f_ROM [-ACE OF CONCRETE TO STf_E•_L ARE, TO THE. FACE OF B/�R
AND SHALL BE 1.5 INCHES UNLESS OTHERWISE SHOWN..
/
of covered
j
sections 2 . CONCRETE DIMENSIONS SHALT_ BE MEASURED HOR I ZONTALI-- Y OR V[:IZT I CAL I_ Y
ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY)
s , : • t +, »< ' Wv// or s/o b of
t f ----�- TO CENTERLINE OF CONDUIT ON THE PLAN EXCEPT AS OTHERWISESHOWN.
Open Channel 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO THE AMERICAN CONCRETE
Sect/anS G9,64,56 END. N/T// C.4P INSTITUTE'S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE",
Al 7'U/C1<'tR SL45. 1971 EDITION, S[_CTION 7.1.
XR CHA NNEL WA L FOR /N VERT SLA 8 FOR WAL 4 5' AND SLABS JOIN/NG
4. PLACING OF REINFORCEMENT SHALT_ CONFORM TO THE AMERICAN CONCRETF
N, AP
. OPEN AND L"O VERED SECT/ONS OR I NST I TUT[_' S "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ,
1971 EDITION, SECTION 7.3.
CHANGE /N INVERT SLAB THICKNESS
TRANSVERSE CONSTRUCTION JOINT DETAILS 5. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30
INi [IES OF INLETS.
Nor To SCA L E
6. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE
SAME PLANE NO STAGGERING OF JOINTS WILL BF PERMITTED TRANS -
B/ Bar From
Other Side
2"- - - L0 4 Lo #ud�ir al Bars N.A. '1 �"� % ( , „ 3Q These Record Drawings have been prepared based
I @ /8" o0 0, may. (T, & 8. 2.O Min. on information submitted, in part, by W.E. Blakely/ WAL L BASE
'
Lop at B.F. & Associates, Inc., and Western t and 4
Concepts, Inc., that performed the field work on
1/130/90 through 2/8/90. While this information is
believed to be reliable, ASL Consulting Engineers is LONGIrUDINAL CONS -TRU
T YPICA L CHANNEL SECT/ON n responsible it r nor for errors or
of respo s ble for s accuracy
NOT TO ,SCA4 E omissions which may have been incorporated into OPEN CHA NNEL
these plans as a result.
NOT -TO SCALE
S0�Q 0 F SS/0
A
f.;
p M
rn
Elia. 4337 1Vu. lM13
Exp. 690-92 FXP._11-3�-.9�
ANNfirkc`
o
� t
` M APPIAMLL) BY APPROVED BY:
:,' �ngineers'` >` ITY OF FONTANA
.. Fs u tin �.�. ����� �� �t3,t; jt� ��
^h
® iPECOiP� DRAW/it/GB 1n4T 3-0790 '���' ,�`" ,� -
Q ... 1_ 18932
® SPE/! 97,,Wl &5 _ tq -v A&- _ ;�` � ' ('(t ��� � S � 2582 FLOOD 'CONTROL ENG[N�ER( ERY CITY CITY ENGINEER R.C.E.
.�
rQ RE•�/ STAT/ONS H cjT ?-24- DALE E. WA H - EXP. 3 js r/ 8 8 -
- - ENGR. C ITY �,C
NO• DESCRIPTION APPR. DATE APPR. DATESCnl 1 1 II C 1110t>E ic;NL a E3ti J RSBs N- (A {E CKI a BY - G W.P, - : � DATE A, DATE
-
I t I V I . 1 ( ) D1 VIVVIN tsar SPL DA -1 t , DEC. 1986, t,>:: N TS. 1400.21
RON ,/O/N)r
VERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO TH[-
� U CENTERLINE OF CONSTRUCTION.
T RUC T RSL
DES/GN CRI TERIA
.A. C.F.C.D STRUCTURAL DESIGN MANUAL 7 • THE TRANSVERSE REINFORCING STEEL SHALT_ TERMINATE ONE AND ONE -HALL
L
INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE
DA TEV APRIL lZ STRUCTURAL DETAILS.
O ads - ED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED,
L B. EXPOS .
External 370p.sf. E.F.P., HS -20-44 Truck 9, NO SPLICI.S IN TRANSVERSE. STEEL REINFORCEMENT WILT_ BE PERMITTED
Internal 40.0 p. s. f E. F P. OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OI- THE ENGINEER.
NO MORE THAN TWO SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL
fc , r 0250 p. s,/. BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED.
f _ /��� 10. LONGITUDINAL STEEL SHALL BE `LAPPED 20 BAR DIAMETERS AT SPL ICES.
c p S TRANSVERSE STLFL SHALT_ BF LAPPED 30 BAR DIAMFURS AT SPLICES.
fs = 24000 p. s. / 61 -ode ..60 Slee/ 11. LONGITUDINAL STEEL SHALL TERMINATE TWO INCHES FROM TRANSVERSI
CONSTRUCTION JOINTS.
n = 8.8
12. TRANSVERSE JOINTS SHALL BE SPACED NOT TO EXCEED 50 FEET NOR 13E
Shear and bond stresses per A.C•% .3/8-63 LESS THAN 10 FEET, MEASURED ALONG THE CENTERLINE OF CONSTRUCTION,
EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS.
foundoli on mode/us k = 165 ,o. c. l:� _�
13. TRANSVERSE JOINTS SHALL BE PLACED AT THE JUNCTION OF RECTANGUI-AR
OPEN CHANNEL SECTIONS WITH CLOSED CONDUIT SECTIONS.
,
D gmA W
KE
14. ALL RECTANGULAR OPEN CHANNEL WALLS SHALT_ BE F[ NCE D I N ACCORDANCE
} WITH LOS ANGELES COUNTY FLOOD CONTROL DISTRI�;T STANDARD DRAWING
130, EXCEPT AS OTH[_RWISE SHOWN ON THF DRAWINGS.
15. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, IN CURVIA) SLC_ IONS, 1[II
/5¢�
MAXIMUM SPACING OF BARS SHALL NOJ L XC[. FD THAI SHOWN ON -I HF
// t 'eG TYPICAL SFTIONS. STLFI- SHALL BE SPACED RA[)IA[_I_Y FROM THE MAXIMUM
SPACING.
16. AT THE 13EGI NNI NG AND ENDING OF ALL POURS, A COM11 I T[ CURTAIN OF
REINFORCEMENT COMPOSED OF Bl, BSI, AND 1175 BARS SIIALL BF PLACED
THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINTS.
_SCALE:.. -
SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT
NONE
DECLEZ f�F�c%►F c; roc:)... - __
CHANNEL
()aAI� 1\110. l Of_14
ADWa , /D �AB?1'
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