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CATCH BASIN (S)
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CURB POINT A - I POINT 8 POINT C Sr,9 POINT D CURB
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L 1 POINT D
POINT A POINT B POINT C FLOW LINE
FLOW LINE PROFILE
CASE A
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w CURB OPENING - - -
3 z CATCH BASIN (S)
NNC� I I C
CURB POINT A -n� POINT B POINT C Sre
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POINT E
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POINT D CURB
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GUT TERM
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a LL DIRECTION OF FLOW�--
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POINT D
POINT A POINT B POINT C FLOW LINE
FLOW LINE PROFILE
CASE B
M I" 6" M I" 6" M , G , 0 R VAR.-
VAR.
AR. VAR.
� VAR. � VAR.
-'� Z1, p RIDGE RY.
VALLEY
rCURB __ .4: . I� VALLEY I •-I�
I FACE + H I
SECTION A -A SECTION B -B SECTION C -C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
CONCRETE COLLAR FOR RCP
STANDARD PLAN
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
LOCAL DEPRESSIONS AT CATCH BASINS
313-0
1984
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
21 5
I SHEET 1 OF 4
•4 @ 12"
L/2 (TYP.)
520-C-2800 CONCRETE
I" (TYP.)
LA
I
I � /
N I /
NEW OR
EXIST. PIPE
FLOW
P
/ F ow P
<A
CUT
NO. 2
LINE-
#4 @ 12"
3-#4 CIRCULAR TIES,
SEE NOTE 9
6" MIN.
0
-- o
-CUT
NO. 2
LINE
6' MIN. CUT NC
3.14 (DD
DETAIL "A" (SEE NOTE 10)
SONO -TUBE, OR EQUAL, INTERIOR FORM
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO -D ) INCHES WIDE ON THE SIDE OPPOSITE THE OPEN
JOINT. BEND THE ENDS OF THE CUT TOGETHER AND INSERT
THE TUBE IN THE PIPE.
000
a •a.
a .. a ,..•
e n n
a 4. .6 cl. A O.
A
INTERIOR SURFACE
OF PIPE
DETAIL "B"
REINFORCED CONCRETE PIPE
ON HORIZONTAL
CURVE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
CONCRETE COLLAR FOR RCP
STANDARD PLAN
JOINT COOPERATIVE COMMITTEE
12 INCHES THROUGH 72 INCHES
380-1
REV. 1993
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
18 4 1/2
21 5
24 5 1/4
27 5 1/2
30 6
33 6 1/4
36 6 1/2
39 7
42 7 1/2
0
14)
@
0
tD
@
�n
45 7 3/4
48 8
51 8 1/2
54 9
57 9 I/4
60 9 1/2
63 10
66 1 10 1/4
69 10 3/4
72 11
78 11 3/4
84 12 1/2
90 13 1/4
0 0
@
►�
a •a.
a .. a ,..•
e n n
a 4. .6 cl. A O.
A
INTERIOR SURFACE
OF PIPE
DETAIL "B"
REINFORCED CONCRETE PIPE
ON HORIZONTAL
CURVE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
CONCRETE COLLAR FOR RCP
STANDARD PLAN
JOINT COOPERATIVE COMMITTEE
12 INCHES THROUGH 72 INCHES
380-1
REV. 1993
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
W.'\FIESTA\ DVVGS\DETAIL 7 . DWG
NOTES:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 1/2 -INCH RADIUS.
2. THE CURB FACE AT POINTS 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 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 H, 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 B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST
GUTTER FLOW LINE.
WHERE THERE IS NO GUTTER 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.
H, = NOTED ON THE PROJECT PLANS.
H2 = NOTED ON THE PROJECT PLANS.
H3 = NOTED ON THE PROJECT PLANS.
G = 2 FEET.
K = 5 FEET.
L = 6 FEET.
M = 4 FEET.
N = 5 FEET.
WD = CATCH BASIN W FOR ONE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR
MULTIPLE CATCH BASINS.
THE THICKNESS OF THE LOCAL DEPRESSION SHALL BE 8 INCHES.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
313-0
LOCAL DEPRESSIONS AT CATCH BASINS
3
SHEET 4 OF 4
NOTES
I. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 0.10 OF A FOOT PER FOOT.
2. FOR CURVE JOINTS (SEE DETAIL B. SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN I", BUT IS LESS THAN 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 3", BUT LESS THAN
6", A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR SPACE
IS 6 INCHES OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED.
3. CONCRETE 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. D= DI OR D2, WHICHEVER IS GREATER.
B. WHEN Di IS EQUAL TO OR LESS THAN DZ, JOIN INVERTS AND
WHEN Dl IS GREATER THAN D2, JOIN SOFFITS,
5. FOR PIPE LARGER THAN 72" SPECIAL COLLAR DETAILS ARE
REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 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 21" AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME ENDS IS 3" OR LARGER.
CIRCULAR TIES
PIPE
DIAMETER
N0. OF
CIRCULAR TIES
21" OR LESS
3
24" TO 30"
3
33" TO 57"
4
60" TO 72"
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 3", THE NUMBER
OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN
APPROXIMATE SPACING OF 6" OC.
10. WHERE THE PIPE IS 21" OR LESS IN DIAMETER AN INTERIOR FORM
OF UNSEALED SONO -TUBE OR EQUAL SHALL BE USED TO PROVIDE
A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE LEFT IN
PLACE (SEE DETAIL A). WHEN THE PIPE IS 24" OR LARGER A
REMOVABLE INTERIOR FORM SHALL BE USED OR THE INTERIOR
JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND NEATLY
POINTED.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
380-1
SHEET 2OF2
CONCRETE COLLAR FOR RCP
12 INCHES THROUGH 72 INCHES
FIESTA DEVELOPMENT, INC.
7072 GARFI ELD AVENUE
HUNTINGTON BEACH, CA. 92648
(714) 842-5527
ROUND EDGES TO RADIUS
OF APPROXIMATE ID OF
LATERAL. MAXIMUM 36'-
A
6• -A a B BARS -
TABLE
FOR DIMENSIONS
AND BAR SIZES
D2 F
OR OR
B T
(INCHES) (INCHES)
N
a
aco
m
�otO-
O
a
co
t�.
O
o
-
u
X
12 4
0 0
;n
@
'n
io
@
•
WHEN D2 IS 60" OR
IS 1 4 1/4
18 4 1/2
21 5
24 5 1/4
27 5 1/2
30 6
33 6 1/4
36 6 1/2
39 7
42 7 1/2
0
14)
@
0
tD
@
�n
45 7 3/4
48 8
51 8 1/2
54 9
57 9 I/4
60 9 1/2
63 10
66 1 10 1/4
69 10 3/4
72 11
78 11 3/4
84 12 1/2
90 13 1/4
0 0
@
►�
@
�n
M -M -N"'
96 14
102 15 1/2
108 16
114 16 1/2
120 17
126 17
132 17 1/2
138 17 1/2
144 18
U.
P
SEE
NOTE 8
(\J--.- --
STATION
STATION PT.
�3 OR •4
0 18' OC
N II.
6 t LATERAL /
L CONNECTOR
PIPE
� v
ROUND EDGES
M 6• TO 3" R
LL
I P
ml �
N' NI 3 OR @4, SEE
NOTE 4
D BARS
PLAN
•3 OR »4
LJL t MAIN LINE
STATION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
'A
-4@18' OC, BOTH
STANDARD PLAN
340-0
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
WAYS, TO BE USED
SHEET 1 OF 2
WHEN D2 IS 60" OR
LONGITUDINAL
SECTION
MORE
A BARS
��I
D BARS
@3 OR 1,4
F BARS
P _ I o3 OR #4
00 1
B BARS
@ 18" OC-
I ELEV. R
I
ELEV. S
1
I
•4018' OC, BOTH WAYS, TO BE
USED WHEN B IS 60" OR MORE -
Li��
MAIN LINE
SECTION N' -N"
-N"'
PROJECTED ON
M -M -N"'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
1992
TRANSITION STRUCTURE
PIPE TO PIPE
STANDARD PLAN
340-0
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 2
REVISIONS ENGINEER CITY
A P1MMP %/AI MATP _ AP1P1M1 % I A I MATT.... BENCHMARK
BM #613
SIERRA AVE. AT MAIN DRIVE JURUPA
PARK TOP F.H. 1102.18
ELEVATION:
1102.18
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 6, SHALL
NOT EXCEED 5045'.
2. VALUES FOR A. B, C. DI AND D2 ARE SHOWN ON THE PROJECT
DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN
REQUIRED BY NOTE 10.
3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE.
4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615, GRADE 40,
AND SHALL TERMINATE 1 112" CLEAR OF CONCRETE SURFACES
UNLESS OTHERWISE SHOWN, LONGITUDINAL BARS SHALL BE #3 OR #4
SPACED 18" OC OR LESS.
5. ELEVATIONS APPLIES AT INSIDE WALL OF STRUCTURE.
6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS
OPERATION, EXCEPT THAT THE CONTRACTOR SHALL HAVE THE
OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT
LONGITUDINAL KEYWAY.
7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION
OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS,
LONGITUDINAL AND BOTTOM REINFORCEMENT IN EXTENDED PORTION
OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE, BUT
ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE
ENGINEER.
8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE, UNLESS
OTHERWISE SHOWN ON THE PROJECT DRAWINGS.
9. WHEN THERE IS NO SPUR REQUIRED, A & B BARS SHALL BE OMITTED.
10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT
DRAWINGS, INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN
INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S
SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL
BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN
OR GRADE BREAK IN INLET LINE, ELEVATION R SHALL BE SHOWN ON
PROJECT DRAWINGS ONLY WHEN STUB IS TO BE PROVIDED IN MAIN
LINE FOR FUTURE CONSTRUCTION OF INLET PIPE.
II. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 25'. IF THE
COVER EXCEEDS 25' A SPECIAL STRUCTURE SHALL BE DESIGNED FOR
THE COVER AND DETAILED ON THE PROJECT DRAWINGS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
340-0
TRANSITION STRUCTURE PIPE TO PIPE
SHEET 2 OF 2
rQ�OFESS/ONq
����� P�p,B NAZ,9�i F�c�
L�j C 36943 rTl
* Exp. 6/30/00
`l>1 c w
qTF OF
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY:
PYH
DESIGNED BY: DETAIL SHEETS
SN
CHECKED BY: APPROVED: • L ,s>-eGe.��--/Z_ 94f
SN t-- , CITY ENGINEER R.C.E. 25126
SCALE:
AS NOTED
DATE:
DWG. N0. SHT. N0.
2508 II of 19