HomeMy WebLinkAbout3123-3E BARS -2 ABOVE B
2 BELOW OPENING
C BARS 15M O 450 mm
A� (s4 O 181)
300 mm (12') MIN.
5
Q��`'QO� 75 mm (3•) MIN.
Oo
A 300 mm (12') MIN.
0.
Fl
• -'' .'!
\\ E BARS -2 ABOVE a
\ 2 BELOW OPENING
\\ 15M O 450 mm 15M O 450 mm
\\ (#4 O 18') (*4 O 18•)
C BARS
a / SECTION A -A
h
L
F�
PLAN
CORNER CONNECTION
D BARS -2 ABOVE 13
2 BELOW OPENING
co o� 300 mm / 300 mm
AA'D 021 MIN. / (121 MIN.
A
75 mm (31 R \
\\ 15M O 450 mm
\\ (+4 O 18')
/ yr C BARS
F�
PLAN
SIDE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE MONOLITHIC CATCH BASIN STA ME RIiCPLAN
PUBLIC WORKS STANDARDS INC., 308-1 O Q
1984 V
GREENBOOK COMMITTEE CONNECTION
STRUCTURAL DATA
C 08.E C DME
B � BARS BARS B ( BARS BARS
300 mm (12') 115 mm (41 1050 mm (42') 190 mm (7 I/2')
375 mm (15') If mm (4 1/4') 1125 mm (45') 190 mm (7 3/41
450 mm (181 115 mm (4 I/2') O 1200 mm l48.1 215 mm (8') O
525 mm (21') 140 mm (5') d 1275 mm (51') 215 mm (8 I/2')
�
600 mm (241 140 mm (5 I/41 E -"- 1350 mm (54') 240 mm (9')
E
675 mm (27•) 140 mm (5 i/2') of � 142'5 mm (57•) 240 mm (9 I/4•) o
o a
750 mm (301 165 mm (6•) �2 15010 mm (601 240 mm (9 1/2') �2
0 O Uj
825 mm (33') 165 mm (6 I/4') 1575 mm (63') 260 mm (101 �
900 mm (361 165 mm (6 I/2•) � 1650 mm (66') 260 mm (10 I/4') �
975 mm (39') 190 mm (71 172:5 mm (69') 280 mm (10 3/41
1800 mm (72•) 280 mm (II')
-d
FOR B GREATER THAN 1800 mm (721
SHEET 2 OF 2
REV. 1996
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
BENCHMARK: FWE 1
USCGS " A STATION "PACEL" 1963.90'f E'LY OF RAIL-
ROAD TRACKS AND 28't S'LY OF CL BASELINE. 1.1 MI.
E'LY OF EAST AVENUE. SAME AS CITY B.M. NO. 364.
ELEV. 1301.54
NOTES
I. REINFORCING STEEL SHALL BE 40 mm (I -I/2') CLEAR FROM FACE OF
CONCRETE UNLESS OTHERWISE SHOWN.
2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT
AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH
BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH
BASIN SHALL BE CUT 50 mm (2') CLEAR OF OPENING.
3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE
ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE
WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A
CURVED FORM WITH A RADIUS OF 75 mm (3').
4. CONNECTIONS SHALL BE CONSTRUCTED WHEN
(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN
(B) ANGLE A FOR PIPES THROUGH 750 mm (30') IN DIAMETER
IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES.
5. 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 CONTRUCTION SHALL B
SHEET 2 OF 2
2 OF 2
t OF 2
SEE PROJECT PLAN
E ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER STANDARD PIAN
METRIC
MONOLITHIC CATCH BASIN CONNECTION 308-1
SHEET
FREE �■"� I-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION
DESCRIPTION
DATE I ENGR. I CITY I DATE
E MAIN LINE RCP OR 1�
REINFORCED MONOLITHIC
ARCH. SEE NOTE 2 — -' J
SEE NOTE
H I H
80 mm l3') MIN. o
lL 1
I
I
� ROUND
EDGE
TO 75 mm
►' Z � Z E
�
W � w p I i
(> N Q W O
z w vi M
o �
u m I I
REINFORCING STEEL
I
80 mm (3') MIN.
SPRING � I
LINE
/ /ROUND
UNDISTURBED
EARTH
tO -S TA
SPUR
EDGES -,--
. POINT
v' CONNECTOR PI
' I SEE NOTE 3
80 mm
I STA. POINT
LATERAL
SEE NOTE 3
PLAN
IOM O 450 mm
(.3 OR •4 O 18')
OC TIE BAR
G BARS ISMO 150 mm
\ N
o I 130 mm
ELEV. R
/E BARS 15M (05)
O 80 mm (3') OC
F BARS ISM (•5)
O 75 mm (31
OC
CONCRETE CRADLE.
H I H 265-C-14 (450-C-2000).
SEE NOTE 9
SECTION Z -Z
---G BARS
F� 15M O 150 mm
(•4 O 61 OC
h
-IOM O 450 mm
(•3 OR 04 O 18')
OC TIE BARS
E AND
LATERAL/
CONNECTOR PIPE
/�oRp>: ESS/Prepared Under The Supervision Of
k -X J. 0,1F� PHB & ASSOCIATES,INC.
1620 SOUTH GRAND AVENUE
GLENDORA, CALIFORNIA 91740 ORANr( BY:
PLO. C42723 2 m (626) 914-6256 FAX (626) 914-5756 EW
� EXP. 3-31-0 � DESIGNED BY.
�N�TF
CIVIL R�\P 4�mAl_IJAO-l�
F BARS
15M075mm
SEE NOTE 8Ij
E N
� TIE BARS
o -
v
G BARS
T ( I T
SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANDARD PLAN
METRIC
PUBLIC WORKS sTAr+DARDS INC.
GREENBOOK COMMITTEE
1"4ID > 600 mm (24') OR OD > 1/2 MAIN LINE ID 331 - 2
REV. t°9B USE Wilt) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �. SHEET
SHEET 2 OF 2
2 OF 2
FREE �■"� I-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION
DESCRIPTION
DATE I ENGR. I CITY I DATE
E MAIN LINE RCP OR 1�
REINFORCED MONOLITHIC
ARCH. SEE NOTE 2 — -' J
SEE NOTE
H I H
80 mm l3') MIN. o
lL 1
I
I
� ROUND
EDGE
TO 75 mm
►' Z � Z E
�
W � w p I i
(> N Q W O
z w vi M
o �
u m I I
REINFORCING STEEL
I
80 mm (3') MIN.
SPRING � I
LINE
/ /ROUND
UNDISTURBED
EARTH
tO -S TA
SPUR
EDGES -,--
. POINT
v' CONNECTOR PI
' I SEE NOTE 3
80 mm
I STA. POINT
LATERAL
SEE NOTE 3
PLAN
IOM O 450 mm
(.3 OR •4 O 18')
OC TIE BAR
G BARS ISMO 150 mm
\ N
o I 130 mm
ELEV. R
/E BARS 15M (05)
O 80 mm (3') OC
F BARS ISM (•5)
O 75 mm (31
OC
CONCRETE CRADLE.
H I H 265-C-14 (450-C-2000).
SEE NOTE 9
SECTION Z -Z
---G BARS
F� 15M O 150 mm
(•4 O 61 OC
h
-IOM O 450 mm
(•3 OR 04 O 18')
OC TIE BARS
E AND
LATERAL/
CONNECTOR PIPE
/�oRp>: ESS/Prepared Under The Supervision Of
k -X J. 0,1F� PHB & ASSOCIATES,INC.
1620 SOUTH GRAND AVENUE
GLENDORA, CALIFORNIA 91740 ORANr( BY:
PLO. C42723 2 m (626) 914-6256 FAX (626) 914-5756 EW
� EXP. 3-31-0 � DESIGNED BY.
�N�TF
CIVIL R�\P 4�mAl_IJAO-l�
F BARS
15M075mm
SEE NOTE 8Ij
E N
� TIE BARS
o -
v
G BARS
T ( I T
SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE JUNCTION STRUCTURE - PIPE TO PIPE INLET STANDARD PLAN
METRIC
PUBLIC WORKS sTAr+DARDS INC.
GREENBOOK COMMITTEE
1"4ID > 600 mm (24') OR OD > 1/2 MAIN LINE ID 331 - 2
REV. t°9B USE Wilt) STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION �. SHEET
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.
cq
� R"V
9 '
t
(Hev. 3129/99)
+ 150 mm (6').
II. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
12. 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 STANDARD PLAN
JUNCTION STRUCTURE —PIPE TO PIPE INLET METRIC
ID > 600 mm (24") OR OD> 1/2 MAIN LINE ID 331 -2
SHEET 2 OF 2
t OF 2
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.
cq
� R"V
9 '
t
(Hev. 3129/99)
+ 150 mm (6').
II. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
12. 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 STANDARD PLAN
JUNCTION STRUCTURE —PIPE TO PIPE INLET METRIC
ID > 600 mm (24") OR OD> 1/2 MAIN LINE ID 331 -2
Date Z CHECKED BY:
OF CAi.�FO ob J. Okerman, R.C.E. 42 23 ,� 130
Exp. 3--31-04
NOTES
I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE
MAIN LINE: (3 WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mu. (24'). B SHALL NOT EXCEED .75 DOR 975 mm (39').
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM GRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL Or THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4, VALUES FOR A, B. C ANDD SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATIONIR AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. o. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER THE 'RAIN 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 FUTURE CONNECTION
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 PIPE
SHALL 9E LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS 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 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
a. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE 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 SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') 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.
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615,
GRADE 40). AND BE PLACED 40 mm (I I/2') CLEAR FROM CONCRETE SURFACES.
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=70/12
CITY OF FONTANA, CALIFORNIA
VILLAGE: OF HERITAGS
TRACT 16222 SCAB:
STORM DRAIN GENERAL NOTES DATE:
A.P--. .A. D DETAIL JAN, 2002
OVER DRAIMNG NO.: .3
CITY ENGINEER R_C_E_ 51152 DATE:
TOLL
SHEET 2 OF 2
Date Z CHECKED BY:
OF CAi.�FO ob J. Okerman, R.C.E. 42 23 ,� 130
Exp. 3--31-04
NOTES
I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE
MAIN LINE: (3 WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mu. (24'). B SHALL NOT EXCEED .75 DOR 975 mm (39').
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM GRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL Or THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4, VALUES FOR A, B. C ANDD SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATIONIR AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. o. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS
IF THE INLET PIPE IS TO ENTER THE 'RAIN 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 FUTURE CONNECTION
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 PIPE
SHALL 9E LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS 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 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
a. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE 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 SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12') 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.
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615,
GRADE 40). AND BE PLACED 40 mm (I I/2') CLEAR FROM CONCRETE SURFACES.
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=70/12
CITY OF FONTANA, CALIFORNIA
VILLAGE: OF HERITAGS
TRACT 16222 SCAB:
STORM DRAIN GENERAL NOTES DATE:
A.P--. .A. D DETAIL JAN, 2002
OVER DRAIMNG NO.: .3
CITY ENGINEER R_C_E_ 51152 DATE:
TOLL