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REECORD DRAWINGS
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PARTC:jn= rA= OF p4FOR■MATiON COMPILED AND
=-= 13Y OTMFO. TIF ENQl &PER WILL NOT BE
•."'=: r: FOFi AW ERS OR O#�I:SSIONS WHICH
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PLAN
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FACE PLATE
ASSEMBLY
STREET. GOTTE
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AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
THESTANWE)LO
LOCAL DEPRESSIONS:
S
STANCARD PLAN
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S14EET 1 OF
USE VVIT14 STANDARD SPECIF1CATtONS FOR PUBLIC WORKS CONSTRUCTION
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SECTION A -A SECTION S -B SECTION C -G
AMERICAN PMLI WORKS ASSOCIATION -SOUTHERN CAUFORNIA CHAPTER
THESTANWE)LO
LOCAL DEPRESSIONS:
S
PLa N
G�tC �s STr,�.atac
PV ..
CPIr�i6�3n GliT1�
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METRIC
198
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Und=ound service Alert
SECTION 4216/4217 OF THE GOVERNMENT ® �`� Rr.GOR� �- STAMP 5�61�1P►Tu R� 9-Z5 'LQ •
F CODE REQUIRES A DIG ALERT IDENTIFICATION
NUMBER BE ISSUED BEFORE A PERMIT TO
EXCAVATE WILL BE VALID
„N'ltl FOR YOUR DIG ALERT I.D. NUMBER CALL
UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-227-2600
TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
NOTES;
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK GR 13 C-ONTIGUOUS TQ SUCH SIDEWALK. THE TOP SLAB OF THE. BASM MAY BE
POURFD EITHER MONOLITHIC WITH THE .SIDEWALK OR SEPARATELY, USI!VG THE SAME CLASS
OF CONCRETEAS IN THE BASIN,'WHEN POURED Mt?NQLFT'hIICALLY: THE.SIDEWALK SHALL BE
PROVIDED WITH A WEAKENLD PLANE OR A 25 rt►ris(1 DEEP SAWCUT COTINUOUSLY AROUND
THE EXTERNAL PERIMETER OF THE 'CATCH BASIN WALLS. INCLUDING ACROSS THE FULL W1OTH
OF T14E 'SIDEWALK. SURFACE .4F ALL EXPOSED CONCRETE SHALL CONFORM IN :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 EE
SHAPED BY PLASTERING.
3. .FLOOR OF BASIN.SHALL BE GIVEN A 'STEEL TROWEL TIN13ti AND. SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE. OF 1.12 MINIMUM AND 1'3 MAXIMUW. EXCEPT WHERE THE BUTTER GRADE'
EXCEEDS B PERCENT. IN WHICH CASE THE LONGITUDINAL. SLOPE OF THE FLOOR SHALL BE
THE :SAME AS THE CUTTER GRADE. SLOPE. FLOOR FROM. ALL DIRECTIONS TO T14E. OUTLET.
4. 'DIMENSIONS:
13 S. 074 m043' ..2•)
V c. THE DIFFERENCE IN ELEVATION BETWEEN: THE 'TCP GF THE C1JR8 AND THE INVERT O
THE CATCH: BASIN AT THE OUTLET * 1.35 m(4:51.
Vu * THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF, THE CURB AND THE INVERT AT
THE UPSTREAM E40 Of' THE BASIN; AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE & .BUT SHALL_ NOT BE LESS THAN CURB FACE PLUS 30(1 mm(121.,
Y# = THE DIFFERENCE IN ELEVATION BETWEEN THE TOS" Or T14 -E CURB .ANIS THE. )NVER.T OF
THE ih(LET, NOTED ON THE PROJECT FLANS.
F# NOTED ON. THE PROJECT PLAN'S..
W = '140TED ON THE. PROJECT PLANS.
A
t
HF ANGLE, IN DEGREES, INTERCEPTED 3Y THE CENTERLINE OFTHE CONNECTOR PIPE
AND
THE :CATCH BASIN:. WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
:5. PLACE CONNECTOR PIPES AS INDICATED 011 THE PROJECT PLANS, UNLESS OTHERWISE SPECI-
FIED. THE CONNECTOR .PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THEBASIN.
INHERE THE. CONNECTOR. PIPE IS SHOWN ATEA CORNER; THE CENTERLINE OF THE P FE SHALL,
INTERSECT THE INSIDE.CORNER. OF THE BASIN, THE PIPE MAY BE CUT .AND TRIMMED AT 'A.
SKEW` NECESSARY TO INSURE MINIMUM 80 rnmt3'1 PIPE. EM3ED�T, ALL. AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 mm(3') RADIUS OF ROUNDING OF STRUCTURE CONCRETE.
ALL AROUND, ADJACENT TO. PIPE CLADS. A MONOLITHIC CATCH BASIN OONNECTION SHALL BE .
USED TO JOI€V THE CONNECTOR PIPE TO THE CATCH. BASIN WHENEVER ANGLE •A• IS tES.S THAN
70 .OEGREES OR..GiiEATER THAN 110 DEGREES. OR WHENEVER THE. CONNECTOR .PIPE IS LOCATED
IN A CORNER. THE OP'TIONALt USE CSF A MONOL,(THIC.'C.ATCH BASIN. COWI ECTION IN ANY.CASE
IS PERMITTED. MONOLITHIC. CATCH. .BASIN .GCN.NECTI:ONS MAY BE CONSTIRUCTED: TO AVOID.CUT-
TINO STANDARD LENGTHS Of PIPE..
6. STEPS SPALL BC LOCATED AT
SHOwN.I HE CONNECTOR PIPE INTERFERES WITH THE STEPS.
THEY SHALL BE LOCATED A THECENTERLINE OF THE DOWNSTREAM END WALL, STEPS SHALL
BE SPACED 300 mtr412'). APART. THE TOP 'STEP: SHALL. BE 175 rntmT•) BELOW THE TOPTO THE
MANHOLE.- AND PROJECT SS ALL OTHER STEPS SHALL PROJECT 134 mtmS`).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 rn(7') ON CENTER (MAXIMUMI ALONG THE
BACKWALL.
8. THE FOLLOWING STANDARD PLANS ARE. INCORPORATED HEREIN'
308 MONOL.I.THIC CA.TCII BASIN CONNECTION
303 CATCH BA51M .REtNFORCEM"T
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION SAR
312 CATCH BASIN MANHOLE FRAM AND 'COVER
635 STEEL. STEP
636 POLYPROPYLENE PLASTIC. STEP
9._ DIMENSIONS. SHOWN ON TNtS PLAN FOR MICTRIC .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 114 ENGLISH U=NITS MAY Esti SUBSTITUTED .
FOR METRIC BAR SIZES. IF ENOLISH UNITS ARE ]USED. ALL VALUES USED FC)R CONSTRUCTION
SHALL L BE ENGLISH UNITS,
- SOUTHERN CALIFORNIA CHAPTER
IC WORKS ASStGIATEC.?I� f3Ll R
AMERICAN PUBLIC
$T#,VDiIW Pi.rta
300-2
5fif;" 2 OF 21
CURB OPENING CATCH BASIN
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4
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CASE
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CU" O?ENING CATCH BASIN. Wf*M Q :r --CURS 01~EltrhlD CATCH 'SASM YstlTti'.
1r 9 4RATItr,�� (a} Arab DESRIs .-. -... .,.. ...I MANHOLE. :IN srl EEr
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vn � : r.- GRAD
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CASES C AND: D
OR fk�1Md> - OR VAR_ 111"1.
AND GRATICI. F40 n+rn VAR.. I
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AIWT
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FRAME..AN QR..gTIw\ SECTION E -E
SECTION D
ORNIACHAPTER
APERIADPUBLIC WORKSASSOCIATION -'SOUTHERN C L
STrVVOAFta PLACV
RiFTR1C
3� 1
CAT A
CH BASINS C DEPRESSIONS
LO AL
_T
SHEIET 2 CSI= :4
LD. KING, INC.
ESS/ �� �� ���{ q 2151 CONVENTION CENTER WAY
�,FR£�l suirE ioo
ONTARIO, CA 91764
� CjQ (909) 937-0200
No. 16434
* Exp. 6/30/05
�9T CN\V g • Z4 "OZ
FOFCA CARL J. FREE R.C.E. No. 16434 DATE
EXPIRES 6-30-05
FACE PLATE ASSEMBLY TDP SLAB REINFORCEMENT
(SEECAT fi. BASIN STANDARD PLAN)
s :.
�o REAR WALL
Laic I S()mm
E. BARS
t2'l CL. G 8AI3S
C BARS
'DL BARS
E' �n 50 twn F @ARS' 10 mm
In t2") CL. A BAR$(2•) OL.
I a BAR. � '
x'
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FRONT WALk.. XI3 � BOTTOM SLAB
TYPICAL REINFORCEMENT DETAILS
MAX. MAX_
A a 8
G
D
E F
G
W
y. t
tI. BARS
BARS
BARS
BARS BARS
8ARS.
1 m
2.4 m 150 wwA
ISO mm
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2 on
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(3"}
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4 m
1;2 m t50 mm
150 pan
t5M 0 3+00 aim ISM OL 454 mm
(ts•)
44') 4617
(61)
1#4 O 121
(04 0 18'1
4 m
2.4 m 130 mm
200 fpm
13M 4" 300 mm 1514;.4 4SO mm
1114'1
(113') (60)
(8'1
1+4 0126)
(s+4'0 Sol.
4 to
3.5 m 200 mm
230 mm
15M0 t50. mm
ISI/ 0 -454 n,m
1114`)
On IS-)
(10')
11.4 D 6'l
(f4 0 18'1
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ISO #a14 0 608
ISM 0 460 mm
128')
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s m:
11.5 a+ 130_ nun'
20.0 0600 irut+ ':ISM a tiDCt
I5M 0 450 rim
(28')
1TI 161
(8.1 I+4 ,,0 141
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Sim,
18.m ISO mm
200 mm ISM 0 450 mm
ISM 0 450 atrn
1213')
(6') (6•)
(81) 484 0IS')
"-?
04 O 181:
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9 to
2:0 in 240 280 Wn 15ML 0 425 OM
r.r, 15M o 4150 +ons
(28')
tri t8•)
(8'3 494 0t7')
��
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(04Q le .)
9 nc
2-+4 m 200 mm
Zook i Zook m 15M 0 325 nrm
t5M 0 450 Dien
{2a')
11W) (e•)
(11.1 4.4 OL 13•)
-
-
-" 1•4 a 161
9 to
2.7 its 200 amq,
250 aria ISM 0 375 mmSM
0 450.E
(281')
491'7 tell
00•) 4s4.0 151
_...
"- (+4 0 I13'):
9 nk
3.0 on 2001 to 250 mm 13M 0300'mm
151M d 454 evert
(281)
(101) (8'1
00 4*4 0 12•)
1
04 0111'1
9 rtt
3.3 Ift 200 IOML 234 mm #5M 4 313 witty
151M 0 .250_I M13kt � 450 tm+s 15M 0 450.mm
(281
(il') (8•1
flo') L '95 Q 1!5")
""'
04 to 10•1 (+4 0 181
(*4 0 181
4 to
3.5 111+ Zt}13 Mm 254 tnm 2014 to 4150
1W 0 223 im t3M d 453 ft -n 15M 0 450 .utas
tiZ) (B')
(+6 4 18`1
�-
"'-
4.4' 4 9') (+4 0 t81
4r4 4 W1
FOIJ W .> 9 i2$'I OR 8 1200" 14'). SEE PROJECT MANS
CURS OPENING CATCH BASIN REINFORCEMENT
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER.
$TAN7ARlS _PLAm'..
METRIC
31 -- 1
�F:4
LOCAL DEPRESSIONS AT CATCt-I E�ASII�S
STAW)ARD PVJi
UC
Plltlt.►C YKxtifS E"i'tiKtAF2GS IM,
CATCH REINFORCEMENT
150 mm 16.1
eRrm so- OK cc �"Ep
_BASIN
r� (iV��TR1C
0 - 1
'11689'
3.5. in (12)
25{3 min (f0 }
REV, Iwa
S.H�T i Ei?='Z.
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
- A ERCAN UBL_ C .WORKS ASSOCIATION SCUT ERCALIFORNIA CHAPTER
$TAN7ARlS _PLAm'..
METRIC
31 -- 1
�F:4
LOCAL DEPRESSIONS AT CATCt-I E�ASII�S
-
� � j
.ILEI
DETAIL SHEET OF STREET IMPROVEMENTS
FOR
MILLER AVENUE
AT CITRUS AVENUE
E
EI
c.
S, m
BARS
C' BAR& 50 mm
v GARS
TYPICAL REINFORCEMENT DETAILS
Y
�.
5 I DE AND END
WALL STEEL.
MAX.
C BARS
1,2mt411
150 mm 16.1
151 a 250mm(04'014.1
2.4 m (8`)
200 mm 18') I
15M Q 1.50 mm (•4 0 8.1.
3.5. in (12)
25{3 min (f0 }
15A11 'O 1-50tnm 1# 5, 4 6')
FOR V,3.5 to (121 SEE PROJECT PLANS
CRATING CATCH BASIN. REINFORCEMENT
NOTES
1. UNLESS. OTHERWISE SPECIFIED.: REINFORCEMENT FOR CURB OPENING
AND GRATING CATCHS BASIN SHALL TERMINATE :50 mm (X) FROM
FACE OF CONCRETE.
2: aiMENSIONS SHOWN ON THIS PLAN FOR. METRIC AND ENGLISH UNITS
ARE NOT EXACT ECUAL 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. $HALL BE ENGLISH MIT'S.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CAUFORNIA CHAPTER
�$TANDAIOPLAN
309 _ 1
CATCH BASIN REINFORCEMENT
SHUCT Z OF 2..
r3OTE
1-: ALL EXPOSED EDGES SHALL 8E ROUNDED TO A 15 mm -4HAL F fNM RADIUS,
2... THE CURB FACE AT POINTS .A AND 0 SHALL :BE.THE :NORMAL C1;f:B 'FACE OF THE AD ACE.0 CURB:.
1-1E CURS :FACE AT POINTS B AND: C '$.HALL SE THE 14t)RNIAL CURS FACE OF THE ADJACENT 'CURB
PLUS H (FE 'APPLUCABLE CATCH :BASIN STANDAP,Q` PLAN).
r
I.. IN EXISTING S IItEETS Wk{ER.E NO PAVEMENT REMODELING 111 INDICATED, THE. ELEVATION :OF THE:
.,OUTER .EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED STREET SURFACE.
A IN NEW STREET'S. OR IN .EXISTING STREETS INHERE f AVVMENT .REMOCkELINA iS INDICATED -
THE ELE.VAT1ONS Of POINTS F AND; G SHALL BE SET Hi :HIGHER THAN THE GUTTER. fLOW EINE.
ELEVATION$ AT POINTS A AND Q,: REAPECTtVELY..
THE ELEVATIONS OF POINTS P AND R SHALL BE SET 142 HIGHER THAN, THI_ GUTTER :FLOW VNE
ELEVATIONS AT ('DINTS RAND C,: R_SPECTIVELY. -
i"
f
ELEVATION .riT THE` :NEAREST
€ 11+1 .11. P NT ' SI A� BE SET HIGHER. HA T .' Ei.
THE EL E 1f AT _D ;• D S -i L Liz, THAN THE E
GUTTEii. FLOVI
WHERE THERE JS NO GUTITR. ANACENT TO TF'E'. LOCAL DEPRESSION, : HE"ELEVATION Of POINT
ST 7 E OF U . I .
E SHALL gE SET H3 }-ltt;liER TtiAIV THE ELEVATION: AT THE NEAREST t:. Ii...
5. DIMENSIONS
H NOTED- .121+ THE. PROJECT PLANS:.
H) NOTED 014 :THE FRU.IECT FLANS.
Hz MOTES ON TKE. PROJECT PLANS:.
Ha a NOTED ON. THE _PROJECT PLANS
G 600 .mm {2 Feet)
K: _ . 1.5 m. (51 : Feat}
L 1.8 m (6 Fee0
M - 1.2 m (4 : Fe P10
N - 1.5 In (5 Feet)
'fib = CATCH .BASIN W roR.. ONE CATCH BASIN. OR DISTANCE BET'WEEK EMRWE E1VD WALLS,
FOR MtrTIPLE_CA,,CH BASINS,
THE THICKNESS OF THE LOCAL DEPAE3SON_ SHALL SE. 200 m-rr (S INcliIrs'K.
C N 3 N EXACTLY EQUAL
A
6. GIkr1ENaI0iJS.:sHOWN t3ta `THIS Pi.Ar+3 .F':o:R 1JETRi.0 AND EIvC.LISit l Tss ATtE NOT �t CT t�ly..t
„ -_
I-
r
METRIC
-
s s o Ccl� TP.U�TION SHALL 8E
., ,s us ALL.vA uE +� Ec TOR S L
111 S' F ETP,I Ltf�f I. ARE ED L
VALUES. I A
t
Y
iS .
I
C T 1C
UNITS. >�#f'1YBE SUBSTITUTED tD F i�..R
V'AL�tS.:£xCEPT RElIvFOfiC,,.NG I�AR SIZES IN ENGLISH. IJI S I SJ S T R
14AR SIZES.. :IF ENGLISH UNtT3 ARE USEti,.A4 VALUES USES FOR CONSTRUCT€p.N SHALL. BE ENGLISH
VALUES.
AMERICAN PUBLIC DRKSASSJCIATIN -SOUTHERN CALIFORNIA CHAPTER
`
ssANtu►RclPtAt,1
METRIC
R
LOCAL t�EP ESS10N AT CATCH. BASINS
33
SKET 4 OF4.
SHOULD CONSTRUCTION OF THE
REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE
DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT.
CITY OF FONTANA, CALIFORNIA
MILLER AVENUE
DRAWN BY: MILLER AVENUE STREET IMPROVEMENTS Ste'
PS AT CITRUS AVE AS SHOWN
DESIGNED BY: DATE:
PS DETAIL SHEET ' JUL. 2002
CHECKED BY: APPROVED BY: DATE; DRAWING NO.: 6
SCNoZ 3155
ITY ENGINEER R.C.E. No. 51152
JN 12423 City of Fontana
File: E:\dwg\12423\12423stO6.dwg 07/08/02 Mylar: 08/28/02