HomeMy WebLinkAbout2508-9.tifB. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR
EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE
UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT
THE SAME, THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE
SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER
LINE OF THE LATERAL ENTERS THE MANHOLE.
C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO
THE MANHOLE BE GREATER THAN 30".
13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 -
UNLESS OTHERWISE SHOWN.
14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
15. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 326.
16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 329.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
'LL( I C SHAFT Z6
-1 GH WIT-1190T
RE-90G
Ems'
630 24 -INCH MANHOLE FRAME AND COVER
633 36 'Nell
635 STEEL STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320-0
SHEET 3OF3
MANHOLE PIPE TO PIPE
MAIN LINE ID = 36 OR LARGER
NOTES
I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE
MAIN LINE: OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 24'. B SHALL NOT EXCEED 3/4 D OR 39'.
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
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 OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTER LINE.
4. VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. a. ELEVATIONS 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 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 BE 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
24' AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN 1/2 D:
OTHERWISE, STANDARD PLAN 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
8. 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 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 615, GRADE 40, AND BE
PLACED 1 1/2' 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 = 7D/12 + 6".
II. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
331-1
SHEET 2OF2
JUNCTION STRUCTURE - PIPE TO PIPE
(INLET ID >_ 24" OR OD >1/2 MAIN LINE ID)
W: \ FIESTA\ OWGS\ DETAIL 1. DWG
FINISHED GRADE OR
MANHOLE FRAME SPECIFIED ELEVATION MANHOLE FRAME
AND COVER PER COLLAR. CLASS C MORTAR AND COVER PER
STD. PLAN 630 .I STD. PLAN 630
ivl STD. CONCRETE RINGS, 3'. I iv�
1� 6' OR 16' IN THICKNESS, L
T--. SEE NOTE 6 --
R - 2' ao -- -WHEN POSSIBLE USE �4.' R - 2"
•4" M 4-2 1/2' RINGS 1
1 - OR EQUIVALENT v
2 24' 18' MAXIMUM 24' 6" •4 WIRE
DIA. HOOPS
SEE RING SECTION
z I FOR JOINT DETAILS ( r
15• �
5'
�- 72 R E Q'U RED z_ I 6• N`\N
N '
�
1�5 - s2 TIE BARS,
4 REQUIREDN hS,
15/16' - ECCENTRIC PRECAST i
M - CONCRETE CONE I
VARIABLE LENGTH PRECAST CONCRETE
SECTIONS. 6• MIN. THICKNESS FOR
3 1/8' 36' DIA. PLAIN CONCRETE. 4' MIN. THICKNESS
MINIMUM FOR REINFORCED CONCRETE I
36' SPECIAL MH RCP WITH
A CIRCULAR CAGE AND
WOOD MINIMUM
ANY STANDARD 36'
PIPE END DIA.
N
�"� 5• CLASS-C'PE MORTART' VERTICAL SECTION
OF PLAIN CONCRETE
ECCENTRIC MANHOLE SHAFT
VERTICAL SECTION
OF REINFORCED CONCRETE
ECCENTRIC MANHOLE SHAFT
2 1/2' RINGS SHALL BE REINFORCED
WITH TWO 1/4' ROUND STEEL HOOPS:
6' AND 8' RINGS SHALL BE REINFORCED
WITH FOUR HOOPS, TIED WITH NO. 14
5 3/4' GAUGE WIRE 8' OC
2 1/8" 1 1/2"
M
lD N Ln
N co
-
� o
N -INSIDE DIAMETER 24'
LLI
1 1/4'
MI 2 I/2" 1' 1 3/4"
1/4' 1/4'
CROSS SECTION OF
REINFORCED CONCRETE RING
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
1992
MANHOLE SHAFT WITH
ECCENTRIC REDUCER
STANDARD PLAN
324-0
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
12 4
SHEET 1 OF 2
ROUND EDGES TO RADIUS
OF APPROXIMATE ID OF
LATERAL. MAXIMUM 36' -
A 81 B BARS
TABLE
FOR DIMENSIONS
AND BAR SIZES
02 F
OR OR
B T
(INCHES) (INCHES)
CC N
a
00
m
0
0
a
a
m
u.
a:
0
o
X
a
12 4
0 0
;)
io
-
LONGITUDINAL
15 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
0
0
vi
45 7 3/4
48 8
51 8 1/2
54 9
57 9 1/4
60 9 1/2
63 10
66 1 10 1/4
69 10 3/4
72 11
78 II 3/4
84 12 1/2
90 13 1/4
V
0
;'�
p
•
V
0
ca
p
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 7r 18
P
SEE
NOTE 8
STATION--�
STATION PT.
NII,
s3 OR •4 �)k
0 18. OC
D BARS
II I
ELEV. ELEV. f
STA. STA. I
II
�--
6 t LATERAL /
c,
CONNECTOR
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
/ PIPE
SHEET 1 OF 2
WHEN D2 IS 60' OR
LONGITUDINAL
SECTION MORE
A BARS
D BARS
�i '3 OR m4
F BARS
v
5 1/2
ROUND EDGES
M
6• TO 3' R
6 1/2
I ELEV. R
I
ELEV. S
u -
7
I
•4018' OC. BOTH WAYS, TO BE
USED WHEN B IS 60" OR MORE
P
MAIN LINE
SECTION N' -N" -N"'
PROJECTED ON
M -M -N"'
4 MAIN LINE
m
STATION
N' -3
OR •4. SEE
NOTE 4
D BARS
PLAN
03 OR #4
II I
ELEV. ELEV. f
STA. STA. I
II
�--
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
1992
`� 44018' 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
D BARS
�i '3 OR m4
F BARS
27
5 1/2
30
•3 OR •4
°D 018" OC
B BARS
6 1/2
I ELEV. R
I
ELEV. S
39
7
I
•4018' OC. BOTH WAYS, TO BE
USED WHEN B IS 60" OR MORE
�I�_
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
15
SHEET 1 OF 2
PLANS PREPARED FOR
FIESTA DEVELOPMENT, INC.
7072 GARFIELD AVENUE
HUNTINGTON BEACH, CA. 92648
(714) 842-5527
IZ141
REVISIONS ENGINEER CITY
ADDDAVA1 n=- ADDDA%
NOTES
I. UNLESS OTHERWISE INDICATED THIS STRUCTURE SHALL CONFORM TO
ASTM C 478 AND ALL CONCRETE SHALL BE PER SSPWC.
2. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630.
3. ALL JOINTS SHALL BE SEALED BY FILLING THE ANNULAR SPACES
WITH CLASS C MORTAR. THE INSIDE OF THE SHAFT AT EACH JOINT
SHALL BE WIPED CLEAN OF EXCESS MORTAR.
4. PROTECTIVE PLASTIC LINER (T LOCK) OR ENGINEER -APPROVED COAT-
INGS WHERE REQUIRED BY THE PROJECT DRAWINGS SHALL BE IN
ACCORDANCE WITH SSPWC AND THE MANUFACTURER'S DIRECTIONS.
5. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. THE TOP
STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE FRAME.
UNLESS OTHERWISE. SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14"
TO 15" OC.
6. THE ECCENTRIC MANHOLE SHAFT REDUCER AND RINGS MAY BE PLAIN
CONCRETE. FOR PLAIN CONCRETE SECTIONS THE MINIMUM THICKNESS
SHALL BE 6".
7. THE PRECAST CONCRETE MANHOLE STRUCTURES WILL BE INSPECTED
BY THE ENGINEER WHO WILL INDICATE ACCEPTANCE FOR SHIPMENT TO
THE JOB BY MARKING THE STRUCTURES WITH THE AGENCY'S STAMP.
8. THE VERTICAL SIDES OF THE MANHOLE SHAFT AND THE ECCENTRIC
REDUCER SHALL BE LOCATED ABOVE AND IN LINE WITH THE SIDE OF
THE STORM DRAIN CONDUIT.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
630 24 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
324-0
MANHOLE SHAFT WITH ECCENTRIC REDUCER
12
SHEET 2 OF 2
NOTES
I. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE, 0, SHALL
NOT EXCEED 5°45'.
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 1/2" 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.
11. 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
12
SHEET 2 OF 2
BENCHMARK
BM #613
SIERRA AVE. AT MAIN DRIVE JURUPA
PARK TOP F.H. 1102.18
ELEVATION:
1102.18
El 7011f.1501 QUAIL STREETP.O.BOX 3030
NEWPORT BEACH, CALIFORNIA 92660-9020
.0
SHAHAB NAZARIE,R.C.E. DATE
(EXPIRES6/30/00)
aL MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2 ' Vq
J
SEE NOTE 10
H I H
D , *,'v
I
3' MIN. 6�
t LATERAL/
CONNECTOR PIPE
G BARS
0406' OC
a m co
~ _j w z ROUND
w0 �- O L EDGE ---- -- #3 OR s4 0 18' OC
w z Z TO 3' R TIE BARS
z N w ccnn I I
E AND F BARS
o X
V m
tl I
J N_ cD
--I- STA. POINT
CONNECTOR PIPE
SEE NOTE 3
STA. POINT
LATERAL
SEE NOTE 3
PLAN
SPUR
REINFORCING STEEL
3' MIN. /
SPRING
LINE
/ROUND
II EDGES
ELEV. S
UNDISTURBED
EARTH H H
SECTION Z -Z
•3 OR @4 0 18' OC
TIE BARS
t-
0
OC
-r
mELEV. R
E B
F BARS •5
0 3' OC
- CONCRETE CRADLE.
420-C-2000,
SEE NOTE 9
15 0 3' OC,
SEE NOTE 8
TABLE OF
VALUES FOR T
B
(INCHES)
T
(INCHES)
12
5
15
5
18
5
21
5
24
5 i/2
27
5 1/2
30
6
33
6 1/2
36
6 I/2
39
7
SECTION M -M
BARS
G BARS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
JUNCTION STRUCTURE -PIPE TO PIPE
STANDARD PLAN
JOINT COOPERATIVE COMMITTEE
1992
(INLET ID >_ 24" OR OD > 1/2 MAIN LINE ID)
331-1
33'-48'
6'
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REV. 1993
SHEET 1 OF 2
s•
2' MORTAR CAP- B
CONCRETE BLOCK --� -
5' MINIMUM (SEE NOTE 6)
A �
A A A d
I A rl . A C). A n. d'.n. A n
a n n n n n
�- 2'
-_1- a
�e e
w
I 12'
3 CO�URSE MAXIMUM
I2, 1 MAXIMUM SLOPE
A B
0'-6'
2'
7'- 16'
4'
17'-32'
6'
33'-48'
6'
520-A-2500 PCC
NOTES:
1. CONCR AND CONCRETE BLOCK SHALL BE PE SSPWC.
2. CONC TE BLOCKS SHALL BE PLACED WHILE THE OOTING IS
ST L FRESH. ALL CELLS TO BE FILLED SOLID WI GROUT
D RODDED SO GROUT IS MONOLITHIC WITH FRESH OTING.
OMIT MORTAR FROM VERTICAL JOINTS IN FIRST COURS
ABOVE FINISHED GRADE ON 32' CENTERS FOR WEEP HOLE
4. POUR FOOTING AGAINST UNDISTURBED NATURAL SOIL.
5. NO LIVE LOAD SURCHARGE ALLOWED ON RETAINED SOIL.
6. TOP OF FOOTING MAY BE PLACED PARALLEL TO PARKWAY GRAD IF
STREET GRADE IS RELATIVELY FLAT AND UNIFORM. (MAX. 5%)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAP R
PROMSTAND
JOINT COOPERATIVED BY AGC
JOINT COOPERATIVE COMMITTEE
COMMAPWAITTEE
CONCRETE BLOCK SLOUGH WALL
D PLAN
622 -
1993
SHEET 1 OF 1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
Qy,pFESS/Oryq� V
��4ti�P�PB lVq���i
�
C 36943 rTi
* Exp. 6/30/00
`rte cw ��\P
qTF OF C\F
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY: SCALE:
PYH AS NOTED
DETAIL SHEETS
DESIGNED BY. DATE:
SN
CHECKED BY: APPROVED: 1��� S = /Z. 9b DWG. NO. SHT. NO.
SN For CITY ENGINEER R.C.E. 25126 2508 ,9 Ofig