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CATCR•t BASIN PLANS
/-CATCH BASIN FLOOR,
Cl1NC. PIPE..
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_SADDLE CONNECT,
AE'Eii1=RICAN PUBLIC WORKS ASSOCIATION - SOUT14E RN CALIFORNIA CHAPTER
JUNCTION STRUCTURE -••-•" PIPE TO PIT'' sr��:ETRI
PLC<M4C3R#S�'TbHE'�aEBI�S N�"„_ METRIC
ID t "IIi"11(24"t]2- 1
REV.1 E VW'TH STAN 4M a1P C1F1 TIONS FOR PUBUC WORKS CONSTRIUCTIO
t MAIN LINE RCP OSP
REIRNcORCIED MONOLITHIC
ARCH SEE; 1`401E 2
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SEE NOTE 9
CONNECTOR PIPE
.0 SAPS.
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03 OR #4 0 iA*)
CEO TIE BARS
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SEE NOTE 8
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s2'i rnm I21"3 i130 mm15*1
600 mrtr Q4.)E 140 MM C!' a,
r. i`5 f0 -p t� 5 men 13 ar
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goo r"M t3L6']I 110 rgFsea I6 13
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SECTION M
AMEERICAN
PUBLIC WORKS ASSOCIATiON - SOUTHERN CAU IFORINIA CHAPTER
3 `
C
JUNC71ON STRUCTURE PIPE TO PIPE INLET � FATFr>t.AN
E €�R
WE"T R e,
ID > 600 mm (24') OR OD > 1/2 MAIN LINE ID 331 -2
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USE WITH STANDARD SPECIFICATIONS FOP PUBLIC WORKS CONSTRUCTION sr., r T CF' 2
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;?65-C-14 11450-C-200001
SEE NOTE 9
CONNECTOR PIPE
.0 SAPS.
t+4 0 6"J Or,
03 OR #4 0 iA*)
CEO TIE BARS
E AND F 8AR-S
MM 0p 75 mm
(05 0 A') Oce
SEE NOTE 8
o? rtt. v e )«
s2'i rnm I21"3 i130 mm15*1
600 mrtr Q4.)E 140 MM C!' a,
r. i`5 f0 -p t� 5 men 13 ar
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goo r"M t3L6']I 110 rgFsea I6 13
O%t mm teat
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SECTION M
AMEERICAN
PUBLIC WORKS ASSOCIATiON - SOUTHERN CAU IFORINIA CHAPTER
MAX
W
C
JUNC71ON STRUCTURE PIPE TO PIPE INLET � FATFr>t.AN
E €�R
WE"T R e,
ID > 600 mm (24') OR OD > 1/2 MAIN LINE ID 331 -2
RE3t"D IN
USE WITH STANDARD SPECIFICATIONS FOP PUBLIC WORKS CONSTRUCTION sr., r T CF' 2
GENERAL NAL NO, ,
4'.F DIMENSIONS S H VhhO
N THIS PLAN FOR
METRICAND �N
L15H UNITS
ARE NOT EXACT EQUAL VALUES,0ES IF METRIC C YA�
iES ARE USED,
A
LL
VALUES USED FOR CONSTRUCTION SHALL. BE METRIC VALUES. IF
ENOL[SHL �I S
ARE
USED.
ALLVALUES USED FO R CONSTRUCTION TRUCTIi
N
SHALL A BE ENGLISH UNITS,
NOTES
CASE I AND CASE
Air
11 Ir ANGLE A IS LESS THAN 450
OR IF 0 ISL DEER THAN
600 rnm
IFI ,
TU' ,tk F`EC ED
TAfiII�ARE� STRUCTURE SHALL BE S
i 4"`t THEN ANOTHERS
iE
3 i HOUTSIDE.
UTSiiE DIAMETER OF THE INLET PI E SHALL
NOT E?GEED
ONE-FIAI.,EP THE INSIDE DIAMETER OF THE MAIN LINE.
3. THE INLET PIPE SHALL ENTER LLTHE MAIN LINE RADIALLY. IF THE
RADIALLY. THEN AI'NSQTNEI$ STANDARD
INLETE't PE CANNOT ENTER E�
.STRUCTURE SHALL BE SPECIFIED.
4,, THE SIZE OF THE OPENING INTO THE M,AiN LINE SHALL BE THE
OUTSIDE- DIAMETER OF THE INLET RIPE PLUS 30 mm II"I MINIMUM
TO 75 IT'II1' t3*1 MAXIMUW
5,, ALL C_ON14EI"TOR PIPES FOR CA alb2 SHALL '6E ENCASED IN CONCRETE
IF LAID WITHIN THE MAIN .LINE EXCAVATED TRENCH OR IF LAID ON
FILL. WHICH HAS NOT BEEN DENSIFiED
6: BURN OR CHID END 'OF CONNECTOR PIPE FLUSH WfTH INNER SURFACE
OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR 'iRCIP.
7.. ALL CSP AND FITTINGaS SHALL BE GALVANIZED,
S. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE:,
I F MAIN LIN AND THE:CENTER
INTERSECTION CIF` THE INSIDE WALL {� E
LINE OF INLET PIPE.
CASE 2 SHALL NOT SE USED TO CONNECT 70 THE FLOOR OF A
GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO
VEHICLE TRAFFIC..
10. FLIP CASE 2. NOT MORE THAN 5,5 r'I't (12E) OF INLET PIPE SHALL BE.
LOCATED WITHIN THE MAIN LINE EXCAVATED TI:?LNCH,
CASE 3
EI; CONNECTIONS "I9 PIPES 525 mm 12I") OR LESS IN DIAMETER WITHOUT JUNCTION
ST`Rt CTU E.S OR PRECAST Y BRANCHES SHALL BE: MADIE WITH SADDLES,
I2. THE OUTSIDE DIAMETER OF THE INLET P I'PE SHALL NOT EXCEED ONE-HALF
THE INSIDE DIAMETER OF THE MAIN DINE,
13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN LINE
GH CONNECTOR PIPE.
W ON THE . E�IENE ANDRAI'�E t3F` THE CIb3�tNEC t
SO ITS AXIS WILL. 13F
14, THE OPENING INTO THE P'iPE. SHALL DE
1O F t t THE
SADD! E SO THAT NO PART WILL, PROJECT WITHIN THE BEMIRE OF THE
SADDLE PIPE.
15. THE, CONNECTOR PIPE SHALLL BE SUPPORTED AS SHOWN IN CASES I AND 2.
NOTES
1,. THIS .JUNCTiON STRUCTURE SHALL: BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE iNSI"DE DIAMETER 0 OF THE
MAIN LINE. OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mrn 124-). B 5HA.L.L NOT EXCEED ;75 D OR 975 atm (39').
2 IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,»
iD SHALL, REFER TO THE CLEAR SPAN ,CIF TI{E LARCH. REINFORCING STEEL.
SHALL. BE CUT AND BENT INTO THE JUNCTION STFR'UCTURiE. IN THE SAME
MANNER AS FOR A RIPE. A CONCRETE CRADLE IS N07 ER'ECUIRED FORA
REINFORCED MONOLITHIC ARCH_
3., STATIONS 'SHOWN ON THE PROJECT DRAWINGS FOR LATERALS .APPLY AT THE
INTERSECTION OF CENTER Lii+.IES OF MAIN LINE ANIS LATERAL, STATIONS`
SHOWN 4N THE PROJECT DRAWING'S FOR CATCH BASIN CONNECTOR PIPES,
APTLY AT THE INT'EIRSECTtO'N OF THE iNSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4: VALUES FOR A. B. C AND 0 SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION IiR AND 'ELEVATION S SHALL. BE S!-1C1WN ONLY WHEN REOUIRED PER
NOTE 5..
5. o_ ELEV;ATiONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY_
b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR F'LJTURE C,ONNECTIOr4
OF AN INLET PIPE.
C_ ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS ' IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIECE'
SHALL. BE LAID ON A STRAIGHT GRADES FROM ELEVATION S TO THE
CATCH BASIN OR GRACE BREAK iN LINE.
6, THE INLET ITE SHALL ENTER THE MATIN L INELLRADIALLY UNLESS OTHERWISE'
INDICATED. THE, INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A 15 GREATER THAN 450. B IS LESS THAN OR EQUAL. TO
600. mm (24') AND THE OUTSIDE DIAMETER OF' THE INLET PIPE IS LESS THAN
.5 D`• OTHERWISE, STANDARD PLAN 340 $HALL LBE USED.
7. NO MORE THAN ONE OPENING SHALL BE M-ACIE IN ANY ONE SECTION OF PIPE,
8,, THE OPENING FOR THE BREAKOUT SHALL 13E RECTANGULAR AND CUT NORMAL.
TO THE PIPIE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL- THE
TRANSVERSE REINFORCEMENT OF THE: MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPI.JR
9' THE MAIN LINE 'SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE' ENCASEMENT IS RREOUIEREb IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm 112'"} ABOVE, THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING STORM( DRAIN, PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED
IQ'. REINFORCING STEEL, SHALL CONFORM TO ASTM A 615M, GRADE 3't}C?< (ASTM A 615,
GRADE 40), ,AND BE PLACED 40 mnm (E 112") CLEAR FROM CONCRETE SURFACES.
UNLESS OTHERWISESHOWN F BAR'S SHALL BE CARRIED TO A POINT NOT LESS
THAN J DiSTANCE FROM CENTER LINE WITH J=701/12 � 150 mm (6").
tlr FLOOR OF THE SPUR SHALL PE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR
r2. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT EQLJ.A.L "VALUES. IF METRIC VALUES ,ARE USED. ALL VALUES USED FCR
CONSTRUCTION SE -ALL BE METRIC VALUES. EXCEPT REINFORCING : BARS S12ES IN
ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS
ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
ISM 0 300 ff r i&402")
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—STRUCTURAL DATA
WALL AND SLAB DIMENSIONS AN O
REINFORCEMENT REQUIREMENTS
REINFORCEMENT
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3.5 fn(121) 244' s"m( ) 2"$0 irMM iCI ] T
FOR W> 9 W28% V > 3.5 rnRi21: OF 8 i 1.2 m(4+1 SEE PR0-iECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION , SOUTHERN CALIFORNIA. CHAPTER
STAtNDARDPLA N
ftMK' WACURB OPENING CATCH BASIN iaiF7RIlC
1GROE tt300
kev. i USEVATIN STANDARD SPECIFICATIM31AS Po R !►UBI.IC W4�f RKS CONSTRUCTION IEETT i O 2
PROPOSED SEWER
PER CITY OF FONTANA I
29 DWG. NO. 3092
I
i ivJa 1919Y.4
28
tr
a
0
D CATCH BASIN NO. 1
O
to
R- PROPOSED 8" WATER
PER SEPARATE I PLAN3
------~----------
CATCH BASIN NO. 3 .-1
10+80.37 SD X-ING
1609.48 BOT. 24" RCP
1606.95 TOP 8" VCP
2.53' CLEAR
J
RACCOON WAY
50'
25' 25'
� 5' � 13' �
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- - � N89'57'32"E�
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PROPOSED SEWER
PER CITY OF FONTANA
DWG. NO. 3092
27
NOTE:
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These Record Documents hav e been prepared
based on information provided by others. The
Design Professional has not verified
ve ) )
ed the accuracy2t
and/or ompleteness of this information and shall
not be responsible for any errors Or omissions
ay be incorporated herein as a result
D TE
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UTILITY CROSSING
2.4 r49')
150 ""k(a"1
1200 *W9111)
4,0 m4141
3,5 V0121
200 mmtB«)
233 mm(10.)
�.
..nl.
1.2 mN4 1
15o anll►ts I
151? r�I,ts 1
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t5o momal
200 mmiA)
1608.79 BOT. 24" RCP
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E 5.f3 arttld "1 200 InmIIEI") 2$0 mall") ? Ie } {Y. gto N
y� °
3.5 fn(121) 244' s"m( ) 2"$0 irMM iCI ] T
FOR W> 9 W28% V > 3.5 rnRi21: OF 8 i 1.2 m(4+1 SEE PR0-iECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION , SOUTHERN CALIFORNIA. CHAPTER
STAtNDARDPLA N
ftMK' WACURB OPENING CATCH BASIN iaiF7RIlC
1GROE tt300
kev. i USEVATIN STANDARD SPECIFICATIM31AS Po R !►UBI.IC W4�f RKS CONSTRUCTION IEETT i O 2
PROPOSED SEWER
PER CITY OF FONTANA I
29 DWG. NO. 3092
I
i ivJa 1919Y.4
28
tr
a
0
D CATCH BASIN NO. 1
O
to
R- PROPOSED 8" WATER
PER SEPARATE I PLAN3
------~----------
CATCH BASIN NO. 3 .-1
10+80.37 SD X-ING
1609.48 BOT. 24" RCP
1606.95 TOP 8" VCP
2.53' CLEAR
J
RACCOON WAY
50'
25' 25'
� 5' � 13' �
t
I
N I \�
i �
z 151- - -- -
- - � N89'57'32"E�
LO "
z 116
O
N
I
m
E i
PROPOSED SEWER
PER CITY OF FONTANA
DWG. NO. 3092
27
NOTE:
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s00
N
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CROSSINM
DETAIL
SCALE 1"=20'
13____A 13 .
Noms':
V W44ERE THE BASIN IS TQ ESE coNsTRUCTE0 WITHIN T14E LIMITS OF EXISTING OR PROPOSED.
SIDEWALK R I5 CONTIGUOUS TO SUCH s1QEWA K THE 'TOP
SLAB OF TRIS BASIN MAY BE
POURED EITHER MONOLITHIC WITH TILE SIDEWALK OR SEPARATELY. USING THE SAME CLASS
E= N R T IN THE BASIN. VA-IEN POURED YMitONIOLiTHiCA Y THE S WA K SIH
ALL Ct1 C E EE AS � d LL _ E 10
E L 5 ALL EBE
PR0111OED7 'WITH A WEAKENED RE..ANL OR A 25 mm(t ] CREEP sAwCUT CONTINUOUSLY AR'CIiJNi3
THE ETERNAL PERIMETER OF THE CATCH BASIN WALL I NC1J0INO ACROSS T
HE I"IJLL WIDTH
OF THE SIDEWALK. SURFACE' OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE,
COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
Bas1N,
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL, NOT BE
SHAPED BY PLASTERING.
3" FLOOR OF BA51N SHALL 3E GIVEN b STEEL TROWEL FINISH AND SHALL HAVE
NA
L
ANO LATE=RAL. SLOPE OF is 12 MIINiMUM AND 1. 3 MAXIMUM, EXCEPT WHERE THE -GUTTEIR' GRADE
EXCEEDS 6 PERCENT. iN WHICH CASE THE L014611UDINAL SLOPE OF THE FLOOR SHALL 6E
THE SAME. AS THE GUTTER GRADE. SLOPE FLOOR FROM LL DIRECTIONS TO THE t'lt.ITLET.
4. DIMENSIONS3
B = 970 man{3' -2*i
V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET 1,35 In(4E 511.
vu= THE IN, ATIOlN BETWEEN THE TROP F TIME CUR AND H INVERT U E EELEV BE !~ £ t0 13 THE EIR AT
THE UPSTREAM ENID OF THE BASIN. AND SHALL BE DETERMINED BY THE REOUiREPAENTS
OF M07E 3, BUT SHALL NOT BE LESS THAN CURB" FACE PLUS 300 mmm02").
Y _ I F 44
M 'THE DIFFERENCE idyl ELEVATION BETWEEN THE TOCP OF THE CURB AIFIEI T C INVERT OF
THE INLET" N1011ED3 ON THE PROJECT PLANS.
HE PROJECT TE ON TH NOTED ANS-.
a4C PLANS.
W = NOTED ON THE PROJECT PLAINS.
A THE14EV EENT R INTERCEPTED ER � H N F
GLE. DEGREES. E CE TEI} BY THE CENTERLINE 4 TFIE CONNECTOR PIPE
AND THE CATCH BASIN WALLT} WHICH THE CONN.
EGICR'PEPIiS ATTACHED.
5. ENLACE CONNECTOR PIPES AS IN04CATED ON THE 15110iEGT PLANS. UNLESS OT14ERWISE SPECI-
FIED. THE CONNECTOR PIPE SHALL 6E LOCATED AT THE DOWNSTREAiN END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTIERLItNE:OF THE PIPE SHALL
INTERSECT TH IN I CORNER F THE BASIN. T' PIP MAY TRIMMED
E S t� E 0 E 8 5 HE E Y 8E CUT A'AINi} AT A
SKEW (NECESSARY TO INSURE MINIMiUM 60 m ($1 PIPE EM®EDWEENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 rrtm(3') RAWLIS OF ROUiN[DIRNG OF STRUCTURE CONCRETE.
ALL AROUNO. ADJACENT TO PIPE ENDS. A. MONOLITHiC CATCH BASIN CONNECTiON SHALL OE'"
USED TO JOIN ' THE CONNECTOR PIPE TO TIME CATCH BASIN "WHENEVER ANGLE~ "A' IS LESS THAN
70 DEOREf=S OR NEATER THAN 110 IgEGREESB OR WHENEVER THE CONNECTOR PiPE iS LOCATED
iN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH' aA51N CONNECTION IN ANY CASE
1S PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOIDS CUT-
TING STANDARD LENC2THS OF PIPE,
f. STEPS S ALLBE LOCATED AS SHOWN. IF THE CONNECTOR ftiE INTERFERES
WITH THE STEPS.
THEY SHALL BE LOCATED AT THE CENTERLINE_RL1NE OF THE GbWN TR»AAMN 0 WALL: STEPS SMALL.
BE SPACED 300 mm Cl2') APART. THE TOP STEP :SHALL BE 175 mm(r) BELOW THE TOP TO THE
MANHOLE AND PROJECT '65 mmt2-1/2`) ALL OTHER STEPS .SHALL f~*RojEGT` 13+11 mm(5,).
7. DOWELS AiIE' 'REQUIRED AT EACH CORNER ARID AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
eACKWAiLIL.
8. THE FOLLOWING STANOAR'D PLANS ARE INCORPORATED HEREIN:
306 MONOLITHIC CATCH BASIN CONNECTION'
30S CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND 'COVER
$35 STEEL STEP
656 POLYPROPYLENE PLASTIC STEP
9, 1,1IIUEN';aiCNs SHOWN ON THIS PLA" FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUA
VALUES. IF METRIC' VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION .SMALL HE
METRIC YALUES EXCEPT REINFORCING11GB
AR
S S1ZESIY ENGLISH UNITS MAY. BE SUBSTIT
UTE3
FOR METRIC BAR SIZES. IF ELISIH UNITS
ARE lt9EO=, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS,
AMERICAN PUBLIC
B G WORKS ASSOCIATION SUtiTHERN CALIFORNIA CHAPTER
sTAi1liC?AiRET MAN
300-2
CURB OPENING CATCH BASIN SHEET 2OF2
I
21
I PROP R/W
I
L -PROPOSED 8" WATER
PER SEPARATE PLAN
10+37.37 SD X-ING
a �
a
PROP R/W 0>
_ Ua- - z '
CL
Z
U- > j
Z Ohm x
1605.56 TOP 4" LAT.
1`0 00
26 p00
M�
V)~Oa
Cn m��
mo0RQr
U) MIW M moi
N --J
CO U
00 BMJ O 04 K)
. Lr) in
22
to
a;
001
CV 00 LO o0 o0 E6-0)
10+34.54 SD X-ING
+00-
N Co�
N ��M 25 (0 co
---
_+ -��
UTILITY CROSSING
CROSSINM
DETAIL
SCALE 1"=20'
13____A 13 .
Noms':
V W44ERE THE BASIN IS TQ ESE coNsTRUCTE0 WITHIN T14E LIMITS OF EXISTING OR PROPOSED.
SIDEWALK R I5 CONTIGUOUS TO SUCH s1QEWA K THE 'TOP
SLAB OF TRIS BASIN MAY BE
POURED EITHER MONOLITHIC WITH TILE SIDEWALK OR SEPARATELY. USING THE SAME CLASS
E= N R T IN THE BASIN. VA-IEN POURED YMitONIOLiTHiCA Y THE S WA K SIH
ALL Ct1 C E EE AS � d LL _ E 10
E L 5 ALL EBE
PR0111OED7 'WITH A WEAKENED RE..ANL OR A 25 mm(t ] CREEP sAwCUT CONTINUOUSLY AR'CIiJNi3
THE ETERNAL PERIMETER OF THE CATCH BASIN WALL I NC1J0INO ACROSS T
HE I"IJLL WIDTH
OF THE SIDEWALK. SURFACE' OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE. GRADE,
COLOR. FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE
Bas1N,
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL, NOT BE
SHAPED BY PLASTERING.
3" FLOOR OF BA51N SHALL 3E GIVEN b STEEL TROWEL FINISH AND SHALL HAVE
NA
L
ANO LATE=RAL. SLOPE OF is 12 MIINiMUM AND 1. 3 MAXIMUM, EXCEPT WHERE THE -GUTTEIR' GRADE
EXCEEDS 6 PERCENT. iN WHICH CASE THE L014611UDINAL SLOPE OF THE FLOOR SHALL 6E
THE SAME. AS THE GUTTER GRADE. SLOPE FLOOR FROM LL DIRECTIONS TO THE t'lt.ITLET.
4. DIMENSIONS3
B = 970 man{3' -2*i
V THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET 1,35 In(4E 511.
vu= THE IN, ATIOlN BETWEEN THE TROP F TIME CUR AND H INVERT U E EELEV BE !~ £ t0 13 THE EIR AT
THE UPSTREAM ENID OF THE BASIN. AND SHALL BE DETERMINED BY THE REOUiREPAENTS
OF M07E 3, BUT SHALL NOT BE LESS THAN CURB" FACE PLUS 300 mmm02").
Y _ I F 44
M 'THE DIFFERENCE idyl ELEVATION BETWEEN THE TOCP OF THE CURB AIFIEI T C INVERT OF
THE INLET" N1011ED3 ON THE PROJECT PLANS.
HE PROJECT TE ON TH NOTED ANS-.
a4C PLANS.
W = NOTED ON THE PROJECT PLAINS.
A THE14EV EENT R INTERCEPTED ER � H N F
GLE. DEGREES. E CE TEI} BY THE CENTERLINE 4 TFIE CONNECTOR PIPE
AND THE CATCH BASIN WALLT} WHICH THE CONN.
EGICR'PEPIiS ATTACHED.
5. ENLACE CONNECTOR PIPES AS IN04CATED ON THE 15110iEGT PLANS. UNLESS OT14ERWISE SPECI-
FIED. THE CONNECTOR PIPE SHALL 6E LOCATED AT THE DOWNSTREAiN END OF THE BASIN.
WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER. THE CENTIERLItNE:OF THE PIPE SHALL
INTERSECT TH IN I CORNER F THE BASIN. T' PIP MAY TRIMMED
E S t� E 0 E 8 5 HE E Y 8E CUT A'AINi} AT A
SKEW (NECESSARY TO INSURE MINIMiUM 60 m ($1 PIPE EM®EDWEENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 rrtm(3') RAWLIS OF ROUiN[DIRNG OF STRUCTURE CONCRETE.
ALL AROUNO. ADJACENT TO PIPE ENDS. A. MONOLITHiC CATCH BASIN CONNECTiON SHALL OE'"
USED TO JOIN ' THE CONNECTOR PIPE TO TIME CATCH BASIN "WHENEVER ANGLE~ "A' IS LESS THAN
70 DEOREf=S OR NEATER THAN 110 IgEGREESB OR WHENEVER THE CONNECTOR PiPE iS LOCATED
iN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH' aA51N CONNECTION IN ANY CASE
1S PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOIDS CUT-
TING STANDARD LENC2THS OF PIPE,
f. STEPS S ALLBE LOCATED AS SHOWN. IF THE CONNECTOR ftiE INTERFERES
WITH THE STEPS.
THEY SHALL BE LOCATED AT THE CENTERLINE_RL1NE OF THE GbWN TR»AAMN 0 WALL: STEPS SMALL.
BE SPACED 300 mm Cl2') APART. THE TOP STEP :SHALL BE 175 mm(r) BELOW THE TOP TO THE
MANHOLE AND PROJECT '65 mmt2-1/2`) ALL OTHER STEPS .SHALL f~*RojEGT` 13+11 mm(5,).
7. DOWELS AiIE' 'REQUIRED AT EACH CORNER ARID AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
eACKWAiLIL.
8. THE FOLLOWING STANOAR'D PLANS ARE INCORPORATED HEREIN:
306 MONOLITHIC CATCH BASIN CONNECTION'
30S CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND 'COVER
$35 STEEL STEP
656 POLYPROPYLENE PLASTIC STEP
9, 1,1IIUEN';aiCNs SHOWN ON THIS PLA" FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUA
VALUES. IF METRIC' VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION .SMALL HE
METRIC YALUES EXCEPT REINFORCING11GB
AR
S S1ZESIY ENGLISH UNITS MAY. BE SUBSTIT
UTE3
FOR METRIC BAR SIZES. IF ELISIH UNITS
ARE lt9EO=, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS,
AMERICAN PUBLIC
B G WORKS ASSOCIATION SUtiTHERN CALIFORNIA CHAPTER
sTAi1liC?AiRET MAN
300-2
CURB OPENING CATCH BASIN SHEET 2OF2
I
21
I PROP R/W
I
L -PROPOSED 8" WATER
PER SEPARATE PLAN
�ri �,l�a 1-,;0g
STORM DRAIN
7 REMOVE EXISTING STORM DRAIN
PIPE, GRATED INLET, AND
CMP RISER
\
File: L•\DWG\13402\STORM DRAIN\16167-1\SHT-4.DWG
10+37.37 SD X-ING
1
1608.97 BOT. 24" RCP
J
1605.56 TOP 4" LAT.
3.41' CLEAR
22
10+34.54 SD X-ING
1608.93 BOT. 24" RCP
1605.40 TOP 4" LAT.
1 3.53' CLEAR
10+22.37 SD X-ING
1608.79 BOT. 24" RCP
1607.08 TOP 8 " PVC
1.71' CLEAR
10+18.98 SD X-ING
1608.75 BOT. 24" RCP
1603.95 TOP 8" DIP
4.80' CLEAR
PROPOSED STORM DRAIN
PER CITY OF FONTANA
DWG NO 3093
23
\
\
\
\
SEWER AND
ORM AIN
ATCH
BASIN �3y
EASEMENT
0. 2
�.
\
WIDTH VARIES
\ 25 30
\��
24 7
\ \
EXIST INLET \
\ \
TO BE REMOVED
\ IN,
\
PROPOSED STORM DRAIN \
\ ~
PER CITY OF FONTANA \ ``
\
DWG NO 3093
�ri �,l�a 1-,;0g
STORM DRAIN
7 REMOVE EXISTING STORM DRAIN
PIPE, GRATED INLET, AND
CMP RISER
\
File: L•\DWG\13402\STORM DRAIN\16167-1\SHT-4.DWG