HomeMy WebLinkAbout3943-21 PLLAATE-
SCORING
LINE®
} EXTRA IDE$MCF )
r MANHOLE FRAME
AND COVER
I IE CATCH BASH
IR4H-
I IMlOLE FRAME
AND COVER
La 14 7 11,
rIf v
9
A �=f STEPS
"I DOWEL (TYP.)
PLAN
- ------ -- ^ . -
ISM O 300 m*040121) ASCE PLATE
EACH WAY --- SS&EM[BLY
5 no IN
ITYP,
srANnaRp PUN
300 -SHEET
&HEFT 2 OF 2
41
s
n 6 "
CURB LIKE"
Puevo KS6TAlp'PoESW-
CUMOPENING CATCH BASIN
IF
STEPS
t
100 MR qEj
SHEET 4 OF 4
141119K,
RFV. !!08
00 mm �$f
3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
1� )R=
6 * 0"3r
4,
J za:
.._
A
OPTIOkAL 9UBORADE CONNECTOR
NLRMIE
OMOOITC
B CATCH &"IN
CONNECTION
1 22
A -A
( !!SECTION
�' i00 mm
200
so
I [^
12
* DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
srANnaRp PUN
300 -SHEET
&HEFT 2 OF 2
CURB OPENING CATCH BASIN
L
STANDARD PLAN
Puevo KS6TAlp'PoESW-
CUMOPENING CATCH BASIN
- MET=
=6D1e0OKC011MRM
300-2
UII6 WITH STANDARD 3PIECIFICATI0NB FOR PUBLIC WORKS ComSTRUCTK)N
SHEET 4 OF 4
USE NRTH STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTK)N
RFV. !!08
SHEET I OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
4 a Pipe
;sting +®a A Plow line
or as d4%igmt4d by
+he Engineer)
12'Nominal docks i^
'fats OW CamCr4+e
kr Splash pad
PLAN
Top oP b®nk or lavee
SECTION B`-8
bars O'8'G.C. �••�",®
.. Irlaw Lina
arowne¢ l;anle tsefson
ALTER TE
OONN SLOG E I ! cLIIEU 01 wo I LSE
DETAILS OF PIPE THRU
TRAPEZOIDAL EARTH CHANNEL
(FOR 360 DIA. PPE AND SMALLER)
i W C - A H
BASIS OF BEARING BEING THE
CENTERLINE OF CATAWBA AVENUE
BETWEEN RANDALL AVENUE AND
MERRILL AVENUE AS PER TRACT
MAP NO. 9200 RECORDED IN MB
128/47-48 BEING NOO'00'10'°E.
04 bars IB'O,C.
O
ALTERNATE. SECT19N A'A
14MWORCI D CONCRETE SLAB ON
SLOPE IN UEU OF RLI8M
'A'1Fa� 30' to 45'
Varus 4 =4" r®r IB" diameter
pips t amwler a W-0' to 34
d16N.ms+ar pipes.
'G Vbrias 4=4 ;or PB diameter
pipe $ smoJlsr ® 6=O' to 36'
diameter pipes. axcepl Car'
Channals no+ exceeding 10:
wid+k. Place pad aer®set
an+ire Channel woci+h and
plaica Rubble Sank Prctrctlon
I,p oppoei+e ®Ida +c previde
aymme+r-.cal section.
'H' Minimum D=0' Par ChiRnneis
of 1-0' d4oh or r.qa+er,
otharvisa +0 +op of bank or laves
Steals be 12' ,inlest noted.
Pipe shall 04 plaetd z+ an
appreerad IOca+ion ® altaati0n.
'Y' Vanes we+h pipe Sixa ,net
Arlie 'A'.
SAN IIERNARDINO COUNTY
FLOOD CONTROL DISTRICT
�4swN0 OWN. By DATE
°e , PI r u.l-ad c.8. Iw1w"
S.p 1434
BENCHMARK
BM #8-17 ELEV-1428.609
DEPARTMENT OF TRANSPORTATION
BRASS DISC. MARKED 8-17
NORTH SIDE FO HIGHLAND 1300 FEET EAST
OF CHERRY ON THE BASE OF AN EDISON
TOWER,
T Sg J
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED II
SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE
POURED EITHER MONOLITHIC WITH TME SIDEWALK OR SEPARATELY, USING THE SAME CLASS
OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY< THE SIDEWALK SMALL BE
PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I') DEEP SAWCUT CONTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH
OF THE SIDEWALK, SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM 1N SLOPE, GRADE,
COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
BASIN"
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS„ AND SHALL NOT BE
SHAPED BY PLASTERING,
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1:12 MINIMUM AND I:3 MAXIMUM. EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE.
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4, DIMENSIONS,
B = 970 mm(3'-21)
V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET - 1.35 1n(4.3').
VUc THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMfNEO BY THE REQUIREMENTS
OF NOTE 3. BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mrrAl2'),
V1= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET, NOTED ON THE PROJECT PLANS. i
H = NOTED ON THE PROJECT PLANS"
W a NOTES ON THE PROJECT PLANS.
A THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5, PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI-
FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN,
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE: SHALL
INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A
SKEW NECESSARY TO INSURE MINIMUM 80 mm(3') PIPE EMBEDMENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL, AND 75 mm(3'1 RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
ALL AROUND. ADJACENT TO PIPE ENDS, A MONOLITHIC CATCH BASIN CONNECTION SHALL BE
USED TO .LOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN
70 DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED
IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE
IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT-
TING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED A$ SHOWN, IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mnl(12'1 APART. THE TOP STEP SHALL BE 175 mm(7*) BELOW THE TOP TO THE
MANHOLE AND PROJECT fab mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 130 WRIt51.
7, DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
13. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
835 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL
VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
srANnaRp PUN
300 -SHEET
&HEFT 2 OF 2
CURB OPENING CATCH BASIN
I HEADWALL SHALL of MONOLIT M
I A I WIP ALL BAN AT COR11ERS 3o DIAMETERS
1F NOT CONTRMUOUS.
*� S E OF! S
s IIFA NOT[ 2
4 ON45 i$"
FA VAY
81m mm 2
A
LAN REINFORCING DETAIL
ELEVATION
M. A. I4khollsi
COUNTY DONLCR
DIi�7�LE;
I 144
OR 45
Mi" �?
I OC EA, WAT
� sEE NOT[ 2
a� ,q 1
I
CONT$0 BEN®AR
ace ewal e 3
B" O.G EA. WAY
SECTION A -A NaT� 2
NOTES:
1. HEADWALL SHALL BE CONSTRUCTED OF
CLASS A CONCRETE,
2. REINFORCING STEEL SHALL RE N0. A BARS
FOR "W' UP TO 60". ABOVE 110=60" No,
5 BARS SHALL BE USED. 2'" MIN
CLEARANCE„SO DIAMETER LAP, ALL STEEL.
3. ADJACENT SLOPES SHALL BE If Ta 1
OR FLATTER,
4. MULTIPLE PIPES TO BE SET WITH LONG-
ITUDINAL CENTERS 1 2/3 DIAMETERS
APART.
S. ALL EXPOSED CORNERS TO BE ROILINDED
3/4" RADIUS.
6. W SHALL BE INCREASED WHEN MULTIPLE
PIPES OR PIPES ON SKEW ARE U$ED.
HEADWALL
WING - TYPE209
TOLL FREE :" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N-- K----+ - - Wp L- N
H A -® _
n
�! CURB OPENING -.
EE s CATCHBASIN f„w_
Sx j I 1 B
CURBPOINT A ;50 POINT 8 POINT C y� POINT D AV17LER
POINT E w
POINT F POINT G,�
q -•+--DIRECTION OF FLOW -� -+DIRECTION OF FLOW � a
DsN
aK Wp -L N tm
POINT 8 POINT FLOW IN
D
POINT n FLOW LINE PROFILE
T •
w N L WO
T L N
v as
v $ � CURB OPENING - - �
6 CATCHBASIN (Si-�
E� 11
a8 ( I
8 7...'
CURB POINT A --POINT B NT Q $
POINT C y .UTTER J
CURB
POINT E POINT F C B 4"
„ DIRECTION OF FLOW PLAN -DIRECTION OF FLOW
N �L� WD�
L-
�� POINT D
POINT A POINT 8 POINT C
FLOW LINE-TRUEILE fLOW DINE
CASE B
25 mm 01 150mm (6*) 25 mm ID')
1w Wm (t/)
M M M,O,a+1 'All.--
450 mm VAR, jj -VAR.
r•- (1.51 50 mm VAR.
r �"`•D. Ems. . oa . RIDGE
'
VALLEY
VY
FADE+H
�. !. +. r J ► q® ® es
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
DIMENSIONS
mAM
L
E
AT CATCH BASINS
W
24"
41117
REV, saes
UII6 WITH STANDARD 3PIECIFICATI0NB FOR PUBLIC WORKS ComSTRUCTK)N
SHEET 4 OF 4
USE NRTH STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTK)N
36'
6 * 0"3r
4,
8'-O
••®t54"
M. A. I4khollsi
COUNTY DONLCR
DIi�7�LE;
I 144
OR 45
Mi" �?
I OC EA, WAT
� sEE NOT[ 2
a� ,q 1
I
CONT$0 BEN®AR
ace ewal e 3
B" O.G EA. WAY
SECTION A -A NaT� 2
NOTES:
1. HEADWALL SHALL BE CONSTRUCTED OF
CLASS A CONCRETE,
2. REINFORCING STEEL SHALL RE N0. A BARS
FOR "W' UP TO 60". ABOVE 110=60" No,
5 BARS SHALL BE USED. 2'" MIN
CLEARANCE„SO DIAMETER LAP, ALL STEEL.
3. ADJACENT SLOPES SHALL BE If Ta 1
OR FLATTER,
4. MULTIPLE PIPES TO BE SET WITH LONG-
ITUDINAL CENTERS 1 2/3 DIAMETERS
APART.
S. ALL EXPOSED CORNERS TO BE ROILINDED
3/4" RADIUS.
6. W SHALL BE INCREASED WHEN MULTIPLE
PIPES OR PIPES ON SKEW ARE U$ED.
HEADWALL
WING - TYPE209
TOLL FREE :" 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N-- K----+ - - Wp L- N
H A -® _
n
�! CURB OPENING -.
EE s CATCHBASIN f„w_
Sx j I 1 B
CURBPOINT A ;50 POINT 8 POINT C y� POINT D AV17LER
POINT E w
POINT F POINT G,�
q -•+--DIRECTION OF FLOW -� -+DIRECTION OF FLOW � a
DsN
aK Wp -L N tm
POINT 8 POINT FLOW IN
D
POINT n FLOW LINE PROFILE
T •
w N L WO
T L N
v as
v $ � CURB OPENING - - �
6 CATCHBASIN (Si-�
E� 11
a8 ( I
8 7...'
CURB POINT A --POINT B NT Q $
POINT C y .UTTER J
CURB
POINT E POINT F C B 4"
„ DIRECTION OF FLOW PLAN -DIRECTION OF FLOW
N �L� WD�
L-
�� POINT D
POINT A POINT 8 POINT C
FLOW LINE-TRUEILE fLOW DINE
CASE B
25 mm 01 150mm (6*) 25 mm ID')
1w Wm (t/)
M M M,O,a+1 'All.--
450 mm VAR, jj -VAR.
r•- (1.51 50 mm VAR.
r �"`•D. Ems. . oa . RIDGE
'
VALLEY
VY
FADE+H
�. !. +. r J ► q® ® es
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
N410GATEO BY THE
ha1L
LOCAL DEPRESSIONS
5TA SPUN
PIfBOR ENDOO COMMI FDNC,
OR6EN900KOOMYiTSEE
AT CATCH BASINS
M
313-1
Im
REV, saes
UII6 WITH STANDARD 3PIECIFICATI0NB FOR PUBLIC WORKS ComSTRUCTK)N
SHEET 4 OF 4
REV, j REVISION DESCRIPTION
AO0 IT•t C "AL 5F A L
SAR 3 x 3/8 BAR 3 x 3/8. TYP. ntu�srartr
WELOEi: ON I!4 WHEN 11�
BOTTOM OF TYP. IS 6 -O' OR
THE RACK AS � GREATER--,
NECESSARY y4A �� p�,l LGNG loLT EXIST. OR
WHEN Lg % AND NUT, s" ��P°.HEAD-
IS 6'-0 OR ,a' EMBEDMENT,
GREATER / TYP.
I / 2'-6' MAX. CISH.2)��
SYMMETRICAL o (TYP.) _®
ABOUT 4-
_ OUTLET
AT �� w CONDlI1TL
_ a .,
t ZSTYMMETRICAL
-- - -� }
saO ABOUT t
4, L
T D JD(SH.2) {1YP.1
CONDUIT
' tBAR
�CONDUIT LI/2'$ x 7` LONG EXIST. OR
BOLT ANDNUT. 5. PROP. SLOPE
EXIST. OR PROP. EMBEDMENT, TYP.HEADWALL AND 3 x 3/8. TYP.
WINGWALL�Y CASE B
L I/2. 4 BOLT AND NUT. TYP. BAR 3 x 3/8, TYP. P N
CASE A ---1111111115,
i
SEE SECT. C -C. SH.2,
-
SEE SECT. C -C, $H,2, rFOR DETAILS
® FOR DETAILS SEE SECT. D -D,
n•F-rte_ "�� �1 SH -ILS FOR
DETA
3, SEE SECT. D -O. + 4 r
r® FOR
I/4 �DETAILS C
DETAILS
OUTLET { •"
CONDUIT -r""
..--
CONNOOUIT L ET CONC. SUPPORT .
CONC. SUPPORT SECTIC)N 8-B
DETAIL'F' 1/4 TYP.
SECTION A-A
DETAIL'F' EXIST. OR PROP. - -
ISH:zi
+
7SH.27-� `'Kew - WIN13WALtL. AND
I
j/ OR PROP. 4.
HEADWALL -
STABILIZED
t y }'
TYP" /4 O
PE -
t 1
CONC I 1 DETAiL'E' { CONC.
SUPPORT (SH.2) - SUPPORT
3';k REMOVABLE I" 31t REMOVABLE
PORTION
IT ;'A PORTION (TYP.)
DETAIL'E'° CASE A CASE B
IsH,2) ELEVATION ELEV TION.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
sTA DAPI►
313-1
1PROMULGATED B'.'7H�
PUfiUC'WMSS7ANDA"61NC.,
■ SI'I CK (INCLINED)
STANDARD PLAN
361
CRPE1490OK CQ#AMfF Es
1943
SHEET 1 OF 3
USE NRTH STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTK)N
DATE I ENGR, I CITY I DATE
NOTE:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS.
2. THE CURB PAGE AT POINTS A AND D SHALL 8E THE NORMAL CURB FACE OF TME ADJACENT CURB,
THE CURB FACE AT POINTS 8 AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHERE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE,
4. IN NEW STREETS, OR IN EXISTING STREETS WHERE PAVEMENT REMODELING IS INDICATED:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET HI HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY,
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS 8 AND C, RESPECTIVELY,
THE ELEVATION OF POINT S SHALL BE SET Ha HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTIER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS-.
H - NOTED ON THE PROJECT PLANS.
HD - NOTED ON THE PROJECT PLANS.
H2 - NOTED ON THE PROJECT PLANS,
Ha.. NOTED ON THE PROJECT PLANS.
G - 600 mm (2 Feet)
K - 1.5 m (6 Feet)
L - 1,8 m (6 Feet)
i
M - 1.2 m (4 Feetl
N - 1,5 m (5 Feet)
Wp - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FOR MUTIPLE CATCH BASINS,
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (3 INCHES),
6. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES, IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES,
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
sTA DAPI►
313-1
LOCAL DEPRESSIONS AT CATCH BASINS
361-0
SHEET2OF2
SHEET 4 OF 4 ,
EXIST, OR PROP,
HEADWALL OR
WINGWALL
3 K 3AB
Irz•
SECTION C -C (SH. I)
4. $T INLESS STEEL
I!2' ! " 7' HILTI
KWIK-BOLT QR +6'OC$
EQUIVALENT )
BAR 3 a
TYP. ---,. Ct
TYPj
BAR 3 x
3x3/8
" t BOLT AND
AN CONC. SUPPORT
- ROUNDED CUTOFF
12• MIN. ®4, A.S., 3°
MIN. COVER
SECTION D -D (SH. 1)
E BOLT B NUT
6 -OC ITYF
IL CONCRETE
TE N 3!8•
(TVP.
J '
LO--<TYP.
BAR 3 x 3/8,
TYP.
CONC. $UPPORT<
CONC. SUPPORT, SEE SECTION D-0
SEE SECTION D -D
ELEVATION PLAN
DETAIL "E" (SH. 1)
BAR 3 " 3/8
DETAIL "F' (SH. 1)
APPLIES TO THE TOP AND BOTTOM
BARS OF THE REMOVABLE PORTION ONLY
s---<TYP
IDE SLOTTED
ILSEF
BAR3a3/8.
TYP.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
TRASH RACK (INCLINED)
361-0
SHEET2OF2
• • ♦ w '•
- • •
�►Oszi
oQgOEESSJD,y,�l
iln
"i No. 41497
= EXP. 12/31/05
CM
¢ Of Cp,0p�
NOTES
1. MAXIMUM SIZE OF OUTLET TO BE USED WITH THIS RACK IS 48'
PIPE OR 48' WIDE RCB. MAXIMUM LENGTH OF RACK LR IS 10'-0'.
2. LR CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK 15
APPROXIMATELY 2 HORIZONTAL TO I VERTICAL.
3, THE CONCRETE SUPPORT IS NOT NECESSARY IF EXISTING OR
PROPOSED INLET STRUCTURE HAS ADEQUATE SUPPORT CUTOFF
WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT
CAN BE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR
INSTALLATION,
4. GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION-
5. IF FIELD WELDS ARE NECESSARY. USE GALVICON, GALVALLOY OR
AGENCY APPROVED EQUAL FOR COATING.
6. ALL BOLTS SHALL BE 1/2' IN DIAMETER AND 7° IN LENGTH. ON
REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS
STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A,
ANO WHERE HEADWALL AND WINGWALL ARE EXISTING, HILT]
KWIK-BOLT OR EQUIVALENT CAN BE USED.
AWRICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORMA CHAPTER
STAaoaan PLAN
361-0
SHEET 30F3
TRASH RACK (INCLINED)
PREPARED UNDER THE SUPERVISION OF:
FOCUS ENGINEERING, INC.
25 MAUCHLY, SUITE 317
IRVINE, CA 92618
TEL: (949) 450-0590
FAX: (949) 450-0592
�a /l /DATE 11
ARLIE C. LIU, RCE: 41497
o4�pFESSlp�yq
<
" Qz 45846'
LLL
ar =
Exl1q. a/31/if *�
CITY OF FONTANA, CALIFORNIA
STORM DRAIN IMPROVEMENT PL"AA
DRAWN BY: SCALE:
J.H. LEE TRACT IN 16378
DESIGNED BY: TYPICAL SECTION AND DETAIL DATE:
ALEX. C 2005-09-19
APPROVED BY:
CHECKED BY: ��� /cl a�/
�' �DWG N0, 2
C. C. L.,�/� Y ENGINES R.C.E:. 51 152 DATE: 33 5