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ISM • 300 mm (e4 •
L/2 (TYP.)---%
LIST. PIPE
FLOW e
ISM • 300 ilii
(M • Ir) -
NNoo t LINE
Em -
CUT
LINE -
NO N(
3.14 IQp ...
DETA I L 'A' ton Non lo)
_ __ -TUBE. OR EQUAL. INMIOR room
CUT NO. 1+ SAW THE TUK AT AN ANSLE OF An WITH THE TIIANs-
VVK PLANE. REMSE ONE SECTION AND TAPE BOTH SECTIONS
T049THO FOMMNO THE OEFLECTION AMBLE A.
CUT 00. t, SAW THE TUOE LONSITUDINALLY m VINS A STRW
3.14TIIE PP
) WIDE ON THE SID[ OOSITE EN THE OPJOINT.
owENDS OF THE CUT T•OSETHER AND INSERT THE
TUK IN THE PIPE.
4ido
NOTE)CIRCULAR TIES.
330-C-23 (560-C-3250) CONCRETE
25 ala! (10) (TYP.)
0
L
T
300 awl or)
300 awl or)
100 Bwl (47
450 awI (111th
300 ally or)
125 m (5•)
SM awI 1124h
300 ara or)
ISO awl (t-)
750 ara (30h
450 awl (N•)
175 m (r)
900 = (36•1 450 IUtiw (01
M awl (r)
IM nail 114
450 era (N)h
tt5 m (r!
1=00 m (
450 m 0Sh
ara (100)
1425 = (S
450 awl (N)•)
m 00•)
IS" Rule (60
M m (21•)
lira (r)
N)50 awl lit
525 m (21•)
awl (N'1
W)00 iris (
GOO as (24.
300 = or
�--NTEII SURFACE
IPE
DETAIL '8'
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
AMERMAN PLNXX WORKS ASSOCIATION - SOUTHERN CAL111143KNIIIA CHAPTER
OF
CIRCULAR TIES
PFAXANSAM §V p
CONCRETE COLLAR FOR RCP
"""
600 mm (240) TO
750 mm (306)
300 mm 12" THROUGH 1 M mm 72"
380 - 3'
1425 mm (57•)
RN. tM•
1N STAibAlo MS1KN)A1N)1� 11OR PLIC OOMTIAICTION
SHEET t OF 2
5
I.
A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10 PERCENT.
2.
FOR CURVE JOINTS (SEE DETAIL S. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (10). BUT IS LESS THAN 75 mm((3')
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH SUBSECTION
306-1.2.4 OF THE SSPWC.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (30). BUT LESS THAN
150 mm (6•). A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 130 mm (60) OR GREATER. A TRANSITION STRUCTURE
IS REQUIRED.
3.
OONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4.
CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR. L AND T SHALL BE THOSE OF THE LARGER
PIPE. DwDI OR pt. WHICHEVER IS GREATER.
B. WHEN 01 IS EQUAL TO OR LESS THAN D1. JOIN INVERTS AND
WHEN DI IS GREATER THAN Dz. JOIN SOFFITS.
5.
FOR PIPE LARGER THAN 1900 mm (721) SPECIAL COLLAR DETAILS
ARE REQUIRED.
6.
FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7.
REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300(40).
S.
WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9.
REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (219 AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS 13 75 mm (31 OR LARGER.
CIRCULAR TIES=
PIPE DIAMETER NO.
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (61) O.C.
10. WHERE THE PIPE IS 525 mm (211) OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SMALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24-)
OR LARGER A REMOVABLE INTERIOR FORM SMALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY BILLED WITH MORTAR AND
NEATLY POINTED.
11. 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 BAR 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.
AMEItlCAN PUWLIC WORKS ASSOCIATION - SOUTIIIEItli CALrOMA CHAPTER
OF
CIRCULAR TIES
525 mm (21•)
OR LESS
3
600 mm (240) TO
750 mm (306)
3
625 " (331 TO
1425 mm (57•)
4
1500 mm (601 TO
1600 mm (721)
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31). THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 150 mm (61) O.C.
10. WHERE THE PIPE IS 525 mm (211) OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONO -TUBE OR EQUAL SMALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24-)
OR LARGER A REMOVABLE INTERIOR FORM SMALL BE USED OR THE
INTERIOR JOINT SHALL BE COMPLETELY BILLED WITH MORTAR AND
NEATLY POINTED.
11. 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 BAR 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.
AMEItlCAN PUWLIC WORKS ASSOCIATION - SOUTIIIEItli CALrOMA CHAPTER
STANDAIID PLAN
METwic
380-3
SHEET 2 of 2
CONCRETE COLLAR FOR RCIP 300 mm 12" THROUGH 1 NO mm 72"
12 N K WD - L -' N
CURB OPENING -
CAT BAiIN (S) � , - - - - - I 1
I I -
CURB �
CURB
rAj IMT B POINT CC7►DINT D POINT � W
!'! POINT F LO -A PAN B POINT G
�DMRECTION OF FLOW +-'�-�-� DMIECTiON OF FLOW
U
N K WD ` N
�- L
POINT
- - - - -
�- POINT D
NT A FLOW LINE PROF L
I E CPOINT �` LINE
CASE A
2 N L Wp L N
6 CURB OPENING
CATCH BASIN (S)
$121 I I I I Ccu a
_
-�7A7*VNT a POINT D e
POINT C y GUT 111
POINTE
POINT F CPOINT G
DWI OF FLOW -+- PLAN . DOWTION OF FLOW
N L w L N j
�L
_ �-POINT D
- / POINT A POINT B POINT C
FLOW LINE -PROFILE `INE
160 mm
2511NM (19 150 mm (6") 25 mm (1")
2b n7 (67
M M-M,G,OR VAR.
450 mm VAR.
VAR.
60 mm VAR.
•
I CURB � � • VALLEY -
RIDGE• � • - •'MA1#sEY
( FACE + H -- . � � >!
�.'►
SECTION A -A SECTION B -B SECTION C -C
AMERWAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
Pwrmalm"�w7M
""°"m-CCINSAMME INC"
al�►woolc caeRrT�
im
mv.1m
LOCAL DEPRESSIONSKew
AT CATCH BASINS
""
313-1
SHEET 1 OF 4
USE 111111TH STAW'CAM 91 M ICA110w POR PLIC WORKS CONSTRUCTION
_ J 1
DIAL TW) WORKIAG
BEFORE F DAYS • BEFORE
• • •-
DATE: I ENGR. I C1 DATE:
10
18
F
Vi N L WD L N
CURBSIDE GRATING CURB OPENING CATCH BASIN (S)
CATCH BASIN (S) D WITH GRATING (S)I
_ C (SEE SHEET 1)
CURB
CURB POINT A POINT B I I POINT C POINT D GUTTER I
K
>�Ilq
POINT E AIG VAU� VA1r QRADe
POINT F p C POINT G
PLAN
s CASE C
K- Wp L N
CURB OPENING CATCH BASIN WITH D CURB 0 NTNG CAT::H BASIN WITH
GRATING (S) AND DEBRIS -' - - _ II 'I MANHOLE IN STREET
SKIMMER 1 I ( rE
--� -- )
CURS 1
CURB POINT A-/ POINT B ( POINT C POINT D & i
V� GUTTER y
VKJ VALLEY OE
POINTED E
POINT f PSN POINT G
•-F-DIRECTION OF FLOW w
CASE D
N
K( D) W L - N
U � L (CASE C)
POINT C
POINT A POINT B (CASE C)
FLOW LINE (CASE D)
FLOW LINE PROFILE
CASES C AND D
M 25mm (11) 150mm (61
MANHOLE t
OR FRAME OR
AND GRATING IF 40 mm
r--- (112)
�-- -� BTIVAHT GRAM
CURB r
FACE + H .1 • ' •'. E •
D
MANHOLE OR
FRAME AND GRATING SECTION E - E
SECTION D - D
LL I
�-F`
POINT D
I'm
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
IC
313 - 1
LOCAL DEPRESSIONS AT CATCH BASINS
SHEET 2 OF 4
10EGoRo DiZAW1� I,►o't8�
ALL OF TtV, IMP ROVF,146 5 SN0%19 NEVA04 9AVE5SEr1 CJDKPLXTEID W
5L1RnTAWnAL 009'F09MAW,15 W(TH"MEtle,PLAAb.
LoWA PNILLI i A550C1 ATS
2011 E. CGLADIS rO46 STR66TI UwrT 110 1VR41• ESS!
C-i-E:04Do" • CA, -011-14a 4,
EC t
PH a11�: C9OR) c�,
jfie, 345P7
4FC1 shw/10 Or-
ED ECY6R.i RGE t`l0.34�a$1 fAc. 0�-3�-I 1 S�►'T�E �F pF10.
CA,Lkal��`.
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
STANDARDS IN EFFECT.
K Wp K
07 1- - -- - - - - - - - -
-I
�j CURB OPENING I r - I
CATCH B"SIN (S)� I I I
W O W
8zo I I I I
f-
�
--4 1-•-----------I I -- --I
-I ----------- - -_-_l
CUR GR10 POINT B- POINT C T �Q CURB
S`GV*��� C(11 �'i0f GUTTER
POINT E PLAN C (SEE SHEET I )
CASE E
W
xK •�-• WD K
Ew2w
E W < CURBSIDE GRATING- - - - CURB OPENIM CATCH BASIN (S)
z
Si CATCH I BASIN (S) _ ,�-yam l (S))
- -
XX n \1\
- C (SEE SHEET 1 - "- - - ,
CURB ,PI`0� -r - 1 POINT C sTR�/ CURB
NZ GHT
g(RF`314 I V'<<fr �R'IOf GUTTER
POINT -----------I - - I
- - -
POINTE C' - POINT PPLAN POINT R
CASE F
,_, K - WD K
CURB OPENINQ CATCH - - - - - - - - - -
BASIN WITH ORATING (£'
E W < W AND DEBRIS SKIMMER
zz I -- - - - - - - - --
I
I II
` - I
CURBo�^QE POINT C drR4�G CURB
I tiT
Z
CURB OPENING CATCH BASIN V4<<fY BE GUTTER
POINT B / WITH MANHOLE IN STREET
_ J
'POINTE •----- C(SEESHEET3) �
POINT P PLAN POINT S DIRECTION OF FLOW
<< s� CASE G 3 /
z n K WD K1�
zV -1-7
F �f!8��
IN(CASE F)(CFLOW LINE PROFILE INTFLOW LINE
POINT (CASE E ANC G)
(CASs F AND G) CASES E, F AND G
MERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANIC PLAN
METR
LOCAL DEPRESSIONS AT CATCH BASINS313 - 1
SHEET 3 OF 4
N
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (HALF INCH) RADIUS.
2. THE CURB FACE AT POINT;. A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
THE CURB FACE AT POINTS B AND C SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN).
3. IN EXISTING STREETS WHFRE NO PAVEMENT REMODELING IS INDICATED, THE ELEVATION OF THE
OUTER EDGE OF THE LOCA' 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 F31NTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET Hz HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE,
WHERE THERE IS NO GUTI TR .ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATION OF POINT
E SHALL BE SET N HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H - NOTED ON THE PROJECT PLANS.
H1 - NOTED ON THE Pi.OJECT PLANS.
Hz - NOTED ON THE PROJECT PLANS.
Hy - NOTED ON THE PROJECT PLANS.
G - 600 mm (2 Feet)
K - 1.5 m (5 Feet)
L - 1.8 m (6 Feet)
M - 1.2 m (4 Feet)
N - 1.5 m (5 Feet)
WD - CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS
FO; MUTIPLE CATCH BASINS,
TH: THICKNESS OF THE LOCAL DEPRESSION SHALL BE 200 mm (8 INCHES).
6. DIMENSION; SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES, I : METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES, E„CEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAYBE SUBSTITUTED FOR METRIC
BAR SIZE'S. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH
VALUES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
LOCAL DEPRESSIONS AT CATCH BASINS 313 �'I
SHEET 4 OF 4
Prepared Under The Supervision Of :
F, LOREN PHILLIPS S ASSOCIATES
J" H. ooulsrwe i 22632 GOLDEN SPRINGS DRIVE SUITE 350 DRAWN BY
m..• 127" DIAMOND BAR, CA 91765 S.S.
CV 3-3I-07 - (909) 396-9636 DESIGNED BY
CIVIL H.K.
Cr kl2o4 Date : -3• ds- CHECKED BY
JOHN H. COLLISTER R.C.E. 12764 1 g H,K.
BENCH MARK: /529 BASIS OF BEARING:
THE BEARINGS OF N 00"93'19' W
CHRIS.❑ AT S.W. COR, OR CATCH FOR THE CENTERLINE ON POPLAR
BASIN AT N.E. COR. SAN BERNARDINO AVENUE AS SHOWN ON TRACT NO.
AVE. AND POPLAR AVE. 15283 M.B. 253/5-7 INCLUSIVE IS
THE BASIS FOR ALL BEARINGS ON
ELEVATION: 1123.13 ITHE MAP.
Cfi N OV F�i�A"k G 7"
_GPM FLM
ASHTON STREET SCALE: I"- V
M NO. 15� DATE: JUNE 200;
A �► DATE: DWG NO.: 5 /
- - - - -- - - - -- -3740 A