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1109.0 TW
SEE SHEET 8
�tEt .s-4 7
HEADWALL
%SEE TRANSITION
CHANNEL SECTION CONSTRUCTION JOINT
FOR REINFORCEMENT
31P
CLR.
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TYP. B40®H2'�O.C. BARS
C14
0 AYS
V`• 0
04
e/ #4012" 3ff EACH FACE c
C1 CHANNEL
#5012" CLR.
c L
TYP. WALL
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V) #4 HOOP
Ld
VARIES
X t BOTH FACES
SAW CUT NOTCH 10" MIN.
>
'INT TO DRAIN
SECTION B �B
N SCALE.1 111\ 1 I�\.\ — ,%�L (��r---------- -- _ _— --
#5012"
S.
71
C14
1107.0 EL
f r
12"
1�� A
C.J.
(TYP)
#4@12" c
lot—off
611 lt-Ot' l $-Of' 6yo HEADWALL
SAW CUT NOTCH
CONSTRUCTION NOTES TO DRAIN HEADWALL CONSTRUCTION
JOINT
81 CONSTRUCT INLET TRANSITION PER PLAN AS SHOWN ON SHEET 11 INVERT SLAB
AND DETAIL 2 ON SHEET 11.
@ CONSTRUCT DROP INLET STRUCTURE PER DETAILS AS SHOWN ON SCALE: 1 1 K
SHEET 11.
LONGIT.
CONSTRUCT 4 -INCH DIA. STEEL DEBRIS POSTS AT 2' O.C. PER
BARS 0
DETAIL 2 ON SHEET 14. 1109.0 TW GALVANIZED STEEL GRATING
; al I. TYPE W-19-4 (3EA 1 1/2"
5 i12
2'- 0 X 3/16" X 75"L X 24"W)
0
E #4012 DOWEL TRANSITION HEADWALL #4@12 DOWEL 31-011
I I I � �5
PROPOSED H=2'-5" CHANNEL SEE SECTION 3 H=2' 5"
IF \, - -1
DROP -INLET V=V -011 INVERT SLAB C. J. i ,
OPT V=1'-0"
PROVIDE 3/8" WELD LUGS 1107.0 EL 1107.0 EL SECTION C- O
AT OPPOSITE CORNERS
WITH 1/4" NUT, BOLT &
311 #4 HOOP BF & #4012" N.T.S.
WASHER FASTENERS 3" 1 IN COLLAR BW, BF RECORD DRA Wl.,YG eREP,4fflffD
CLR. 3" (3 TOTAL)
(2 PER GRATE 6 TOT) CLR. #4 HOOP, CUT HORIZ _T TYP. &Y A4,4DOI-E 4 -NO AS90CIATHE
TYP. TYP TYP. _CLR _��LTRANSITION VERT BAR 1" I
TYP. CHANNEL FROM O.D. OF d
31 z
INVERT SLAB 42" RCP
C 00 :2 z
LR. #4@12 SEE SECTION 2
TYP. 0 BW, BF
0 1 1 1 A No. 3037
GALVANIZED STEEL GRATING a -
LO #4@12 40 U&4p=�
D /X\ D Ln �j TYPE W-19-4 (3EA 1 1/2" BW, BF #4 HOOPS S NN� SMOELL 1- 1AV4T-S4'RU 4147Z
X 3/16" X 75"L X 24"W) ro BOTH FACE XCL- 3G(;.37
J
Il. I
#4@12 r5 - I
G
BW, BF RECORD DRAWING A!z
CONSTRUCTION THESE RECORD DRAWINGS HAVE BEEN F'�
0 ;r -PARED, IN
JOINT, OPT CONSTRUCTION PART, ON THE BASIS OF INFORMATION COMPILED AND
—GALVANIZED STEEL GRATING - 1102.0 INV _u �1_ N, 1102.0 INV FURNISHED BY OTHERS. THE ENGINEER WALL NOT BE
TYPE W-19-4 (3EA 1 1/2" 1 JOINT, OPT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
Z
X 3/16" X 751 X 24"W) 00 04 HAVE BEEN iNCORPORATED INTO THE DOCUMENTS AS
A RESULT THERFOR
L 1/2"x 2% 1/4"
FRAME W/ ANCHOR BOLTS
GALV. AFTER FABRICATION #5012 #5012 6'-0 12"
r5'� E BW, BF #4012 DOWEL, TYP 12" 6'-0" 12" BW, BF 12" GALVANIZED STEEL GRATING
12" 61-0$t 1290 12" 18" LONG CTR'D TYPE W-19-4 (2EA 1 1/2"
DROP INLET PLAN I I I SECTION X 3/16" X 51"L X 24"W)
4 1 COLLAR� �-E
SCALE: N.T.S. *qEP !�N D 11- SECTION)S 2 1/2"
SCALE.
!E N.T.S.
IF
cO #4@12 3/16"
1 1/2"
bWp BF STRUCTURAL NOTES
(0 1 20P DESIGN DATA
1/2"x5" L4'1
ANCHOR BOLT
#5 n J 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR UNLESS OTHERWISE SHOWN. 3 PER SIDE
- DEAD LOAD: 6" FROM ENDS C14
0 - 40
CONCRETE DENSITY, w = 150 CFS 2. CONCRETE DIMENSIONS SHALL BE MEASURE HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL 6 TOTAL—
z SOIL DENSITY, w = 120 CFS
00
TO OR AT RIGHT ANGLES (OR RADIALLY) TO THE CENTERLINE ON THE PLAN EXCEPT AS OTHERWISE SHOWN.
CONCRETE: (WORKING STRESS DESIGN
f'c 4,000 psi 3. ALL BAR BENDS AND HOOKS SHALL CONFORM TO SECTION 201-2, REINFORCEMENT FOR CONCRETE, OF
fy 60,000 psi THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION.
SHEAR AND BOND STRESSES PER ACI 318-88.• 3"
4. PLACING OF REINFORCEMENT SHALL CONFORM TO SECTION 303-1.7, PLACEMENT OF REINFORCEMENT, OF
0 (0 (TYP) CLR
I I I I THE STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION.
(TYP)
CD
GEOTECHNICAL 5. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING REINF.
611 OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE
1* 01 ACTIVE EFP (LEVEL) 37 psf CENTERLINE OF CONSTRUCTION.
II 0
ACTIVE EFP (2: 1) 57 psF
- z 6. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE l-)/2 INCHES FROM THE CONCRETE SURFACES UNLESS L 2 1/2"x2"x1/4"
- - - - --- 00 Im PASSIVE EFP 350 psf OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. GALV. AFTER FABRICATION
MAX FOUNDATION PRESSURE 3500 psf
FOR ADDITIONAL INFORMATION AND GEOTECHNICAL 7. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED.
c� a_ #4 HOOP, PARAMETERS NOT SHOWN REFER TO RMA GROUP'S
TYP GEOTECNICAL REPORT, TRACT NO. 17027, CITY
8. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILLL BE PERMITTED OTHER THAN SHOWN ON THE DRAWING GRATE AND FRAME DETAIL
12 61 -Ott 1 2?v #4@12 DOWEL, TYP OF FONTANA, CALIFORNIA, DATE JULY 9, 2004 WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN 2 SPLICES WILL BE PERMITED IN ANY LONGITUDINAL
18" LONG CTR'D BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED.
NOTE: GRATE ANCHOR DETAILS NOT SHOWN. PROVIDE
9. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. 3/8" WELD LUGS AT OPPOSITE CORNERS
(2 PER GRATE 6 TOT)
SECTION G- G 10. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, LATEST REVISION.
SCALE.
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT PLAN PREPARED BY: CITY OF FONTANA, CALIFORNIA
Z) � VAN DELL AND ASSOCIATES, INC.
BENCHMARK D ESS/
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL \_O-VQ� CIVIL ENGINEERS ON-SITE STORM DRAIN PLANS, TRACT NO. 17027
SAN BERNARDINO COUNTY V, SURVEYORS LAND PLANNERS DRAWN BY: SCALE:
AAAAN%N&%^,NNVVVOA~ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
TWH OFFSITE COLLECTOR CHANNEL, TR. 17027
B.M. OF 627, NAVD 88 No. 055210 U" 17801 CARTWRIGHT ROAD AS SHOWN
VARIES
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp.06-30-06 IRVINE CA 92614 (949) 474-1400 DESIGNED BY: DATE:
ELEVATION: 1011.70 FEET BEFORE DAYS BEFORE �� * R-�Z-' /INLET STRUCTURE NO. 1 08/05
YOU DIG YOU DIG
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND q CIML-- CHECKED BY: AP BY: DRAWING NO.:
11
TOLL FREE 1 -800-227--2600 of (� 2 "- of
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT RECORD DRAW/NGSTANDARDS IN EFFECT. DARfEt--D. VILLINES R.C.E. 55210 DATE /4swl-[)DV . z *7, -4WS 1152 DATE: 3882 14
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