HomeMy WebLinkAbout2508-8.tifm I FACE PLATE .
ASSEMBLY
`- U I
114 12" CURB FACE + H
1 r 4" R EACH WAY STREET, GUTTER
R OR LOCAL DEPRESISION
FACE I FLOW LINE SURFACE
PLATE, I I�-
-SCORING
I I I LINE i1 ,3 R
1 2 EXTRA"4 I I 11 4 2 1 �-'
I ON 2 SIDES OF I CURB LINE �" R 1 -3:2 SLOPE
I MANHOLE FRAME I DOWEL (TYP) �° I" CLEAR I a
I AND COVER , I
L r
I
CATCH BASIN I STEPS \� Ld tF
MANHOLE FRAME
AND COVER _ I I >
r 1 I I 311 R
I I I �
w -1 - - N l 4" MIN. -
-- - r I- - /
Z - -- - -- r 12" MAX.
O_ 4
q
I a
A, - - (STEPS1-----------
I W I { \ I OPTIONAL SUBGRADE
'1 a - -t- } _CONNECTOR PIPE
B OR MONOLITHIC
CATCH BASIN
R �q \ OPTIONAL ROUGHENED CONNECTION
clf` CONST JOINT (TYP.)
DOWEL (TYP.)_-�/ p. SECTION A -A
P_
- ell ---
r 44 ---1
I
� 90°
M
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED THE
-JOINT COOPERATIVE COMMITTEE
STRUCTURAL DATA
STANDARD PLAN
300- 1
1984
WALL
AND
SLAB DIMENSIONS
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
AND REINFORCEMENT
8'
REQUIREMENTS
-
-
INSTALLATION LOCKING
-
INSCRIPTION. ALL
LETTERS 1" HIGH
REINFORCEMENT
-
MAX MAX
t
tF
REQUIRED IN
15 1/2-
W
V
108'
16'
FRONT REAR BQTTOM
END
3„
6„
611
-
WALL WALL SLAB I
WALL
3.5
8'
6
6"
1
x \
'/e" INSTALL
3.5
12
8
8
N R
R
7'
6'
6/1
6
0 E
E
7'
12'
8
8
N
0
14'
4
6
6
/R. F
1
-
8
6
8
' E 0
E
14
12'
8"
10"
,.
F C
D
00
N
4'
6
6
0 E R
7/8
-
6'
v,
8
- E - Q
J I 3/4'//2 1
Z�
6"
e
8
N- u
Q
Q10'
DETAIL
8 -Ir
-10-1-
0
T 'R."
6"
N
12'
F12
e"
10°�?4
-
#4 C 18"
-
SEE PROJECT PLANS
0
- ell ---
r 44 ---1
I
� 90°
M
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED THE
-JOINT COOPERATIVE COMMITTEE
CURB OPENING CATC H � BASIN
STANDARD PLAN
300- 1
1984
'/a" DEEP
312-0
REV. 1992
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
3/4" DIA. PICK HOLE
DRILL AND TAP HOLE AND INSTALL 3/4" X 11/4" STAINLESS
STEEL SOCKET SET SCREW WITH 3/8"RECESSED HEX
HOLE. ALL THREADS TO BE N.C.
2" X 1" DIAMOND MAT
PROMULGATED BY THE APWA-AGC
CATCH BASIN
STANDARD PLAN
JOINT COOPERATIVE COMMITTEE
'/a" DEEP
312-0
E
BARS
1
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
3.5'
8'
AGENCY DESIGNATED
-
-
INSTALLATION LOCKING
-
INSCRIPTION. ALL
LETTERS 1" HIGH
-
-
DEVICE
- -
811
811-
15 1/2-
51'
8 1/2'
108'
16'
54'
7,
3„
6„
611
-
-
-
IN
-
-
-
7'
1
x \
'/e" INSTALL
l__ ,
,.
-
\
�` ��
-
LOCKING DEVICE
-
14'
DEVCEG
6"
6" 1
-
YI i,
1
1 /-166"" I ,
-
ll
14'
3/116"
/a
8"
-
#4 �i 12"
i
-
-
-
14"
'/s'I I 2' '/2" -
8"
10"
P®
1/8" R I o. a a
#4 C 18"
-
235/x" OUTSIDE DIA. OF COVER
-
\ I '/," R
4'
DETAIL "B"
1 6"
7/8
-
U)
-
#4 C 18"
'
J I 3/4'//2 1
coa
U
6"
"C"
' 22" DIA.
! •• I
1/16" R -
2„ \ 4
Q
..
DETAIL
. ~ CLEAR OPENING
28'
U
6"
22" DIA. CLEAR OPENING
SECTION A -A
.j,_
_ _ _ _ _ _
m
-
#4 C 18"
-
o
0
8"
8"
#4 C 17"
4 v a
-
-
#4 C 18"
-
�Q 4 v v .
8'
8"
8"
#4 C 13"
DETAIL B
-
OUTLINE WHERE 1 ;d _
RIB JOINS RIM N
FINISHED SURFACE OUTL►NEa WHERE
rl RIBS JOIN -
5/e' R I I i SAME ANGLE
1 „ 3/8" M 3/<" THROUGHOUT
GAP IN RIM OF COVER OPPOSITE PICK HOLE 1 /a
3/a"
BOTTOM OF MANHOLE COVER DETAIL "C"
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
CATCH BASIN
STANDARD PLAN
JOINT COOPERATIVE COMMITTEE
MANHOLE FRAME AND COVER
312-0
E
BARS
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
W: \ FIESTA\ DWGS\DETAIL 7 . DWG
NOTES:
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS PONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED
EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE
AS IN THE BASIN. WHEN POURED MONOLITHICALJ_.Y, THE SIDEWALK SHALL BE PROVIDED WITH A
WEAKENED PLANE OR A 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER
OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL 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 BASIN.
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND
LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS
8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE
GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4. DIMENSIONS:
B = 3 FEET 2 INCHES
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
CATCH BASIN AT THE OUTLET = 4.5 FEET.
Vu= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE
UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS OF NOTE
3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES.
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE
INLET. NOTED ON THE PROJECT PLANS.
H = NOTED ON THE PROJECT PLANS.
W = NOTED ON THE PROJECT PLANS.
A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND
THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED,
THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE
CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE
INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO
INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND
3 -INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A
MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE
CATCH BASIN WHENEVER ANGLE "A" IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES,
OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A
MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN
CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE.
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL BE
SPACED 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE
AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES.
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
8. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN
CURB OPENING CATCH BASIN 300-1
SHEET 2 OF 2
is
NOTES:
1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 35B.
2. THE FRAME AND COVER SHALL BE COATED WITH ASPHALTUM OR BITUMINOUS PAINT AFTER
TESTING AND INSPECTION.
3. FOUNDRY IDENTIFYING MARK, HEAT AND DATE SHALL BE CAST ON THE BOTTOM OF THE COVER
AND ON THE INSIDE OF THE FRAME.
4. IMPORTED COVERS AND FRAMES SHALL HAVE THE COUNTRY OF ORIGIN MARKING IN COMPLIANCE
WITH FEDERAL REGULATIONS.
5. WEIGHT OF FRAME SHALL BE 30 POUNDS. WEIGHT OF COVER SHALL BE 85 POUNDS. ACTUAL
WEIGHTS SHALL BE WITHIN A RANGE OF 95% TO 110%.
6. THE MANHOLE FRAME AND COVER SHALL BE INSPECTED BY THE ENGINEER PRIOR TO SHIPMENT
TO THE JOB SITE. ACCEPTANCE WILL BE INDICATED BY THE AGENCY'S MARK.
�'. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 28,600 POUNDS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
312'0
CATCH BASIN MANHOLE FRAME AND COVER
tF
SHEET 2 OF 2 '
PLANS PREPARED FOR
FIESTA DEVELOPMENT, INC.
7072 GARFI ELD AVENUE
HUNTINGTON BEACH, CA. 92648
(714) 842-5527
FACE PLATE ASSEMBLY TOP SLAB REINFORCEMENT
(SEE CATCH BASIN STANDARD PLAN)
11 _ -A-
+ i.
mW B
2"CL' E BARS 39C BARS
D BARS 2"CL. W
> M�
It
M �F BARS
2"CL, 3 A BARS t
x B BARS
c I t
G BARS
� Ixt F
3"CL.
X/3(MIN,) BOTTOM SLAB
TYPICAL REINFORCEMENT DETAILS
MAX.
W
MAX.
V
t
tF
A& B
BARS
C
BARS
D
BARS
E
BARS
F
BARS
G
BARS
3.5'
8'
6"
-
-
-
-
-
-
-
3.5'
121
811
811-
15 1/2-
51'
8 1/2'
108'
16'
54'
7,
61
6„
611
-
-
-
-
-
-
7'
121
8"
8"
-
-
-
-
-
-
14'
4'
6"
6" 1
-
#4 C 12"
#4 C 18'
-
-
-
14'
8'
6"
8"
-
#4 �i 12"
#4 (q 18"
-
-
-
14'
12'
8"
10"
-
#4 C 6"
#4 C 18"
-
-
-
28'
4'
6"
1 6"
#4 C' 24"
-
-
-
#4 C 18"
-
28'
5'
6"
8"
#4 C' 24"
-
-
-
#4 Ci, 18"
-
28'
W
6"
8"
#4 C 18"
-
-
-
#4 C 18"
-
28'
7'
8"
8"
#4 C 17"
-
-
-
#4 C 18"
-
28'
8'
8"
8"
#4 C 13"
-
-
-
#4 C 18"
-
28'
9'
8" 1
10"
#4 C 15"
-
-
-
#4 C 18"
-
28'
10'
8"
10" 1
#4 C 12"
-
-
-
#4 C 18"
-
28'
111
8"
10"
#5 C' 15"
-
-
#4 C 10"
#4@v18"
#4 C 18"
28'
12'
8"
10"
#6 C 18"
-
-
#4 Ca 9"
#4Ca 18"
#4 C 18"
FOR W > 28', V > 12' OR B>4' SEE PROJECT PLANS
CURB OPENING CATCH BASIN REINFORCEMENT
V(ft.)
t
(in.)
SIDE AND END
WALL STEEL
G BARS
MAX.
4
6
#4 C 10"
8
8
#4C6'
12
10
#5 C 6"
FOR V> 12' SEE PROJECT PLANS
2"CL.
> t 2"CL.
0 BARS 0 BARS
3" CL. 0 BARS
GRATING CATCH BASIN REINFORCEMENT TYPICAL REINFORCEMENT DETAILS
NOTE: UNLESS OTHERWISE SPECIFIED REINFORCEMENT FOR CURB OPENING AND GRATING
CATCH BASINS SHALL TERMINATE 2 INCHES FROM FACE OF CONCRETE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC STANDARD PUN JOINT COOPERATIVE'COMMITTEE CATCH BASIN REINFORCEMENT 309-
0
1984
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1
SEE NOTE 9 a
STREET r
GRADE
I
'i i
F --I DI �
PLAN
(SHAFT NOT SHOWN)
F
EDGES TO BE
ROUNDED
TO 3' R
R P R= ID OF SPUR
a
J
s3 TIE BAR
`- 3- 4 J BARS 4'-8'
F LONG 3" OC CON' T
ADD -L. BARS 6' OC
TO INSIDE EDGE OF
MANHOLE, SEE NOTE 2
MANHOLE FRAME
AND COVER PER
STD. PLAN 630
C
NAL VU I SIUt
JF CONCRETE
4-•4 H BARS
3'-0* LONG
DETAIL 'IN"
(RINGS AND COVER NOT SHOWN)
(SEE NOTE 1)
z
of PIPE SEAT LEVEL.
al SEE NOTE 8
`� E BARS N
3'IR
MANHOLE SHAFT J N II D BARS I
PER STD. 5"x2" PIPE m P I I2'-4"12'-4' 1 P o
PLAN 324SEAT :2 i t'-
_ E BARS N
TIE BARS U -T
U_ GRADE POINTS,
STEPS SEE NOTE 4
1
TIE BAR 5 � p pp
ROUND F B
' F J BARS SECTION -B
EDGES
TO 3'R SPRING LINE
INLET CONCRETE RINGS
�4®18' OC PER ST -
BOTH WAYS.-'-� ELEVATION PLAN 3
TO BE USED APPLIES AT
WHEN D2 IS L1THIS POINT OMIT T
60' OR OVER STEP It
SECTION A -A ST Eo
STREET
H BARS
16' FOR F
STREETS,
FOR UNP/
STREETS
TABLE OF
VALUES FOR F
D2 �F
02
•
36'
6 1/2"
78'
II 3/4'
39'
7'
84'
12 1/2'
42'
7 1/2"
90'
13 1/4'
45" 1
SEE NOTE 9 a
STREET r
GRADE
I
'i i
F --I DI �
PLAN
(SHAFT NOT SHOWN)
F
EDGES TO BE
ROUNDED
TO 3' R
R P R= ID OF SPUR
a
J
s3 TIE BAR
`- 3- 4 J BARS 4'-8'
F LONG 3" OC CON' T
ADD -L. BARS 6' OC
TO INSIDE EDGE OF
MANHOLE, SEE NOTE 2
MANHOLE FRAME
AND COVER PER
STD. PLAN 630
C
NAL VU I SIUt
JF CONCRETE
4-•4 H BARS
3'-0* LONG
DETAIL 'IN"
(RINGS AND COVER NOT SHOWN)
(SEE NOTE 1)
z
of PIPE SEAT LEVEL.
al SEE NOTE 8
`� E BARS N
3'IR
MANHOLE SHAFT J N II D BARS I
PER STD. 5"x2" PIPE m P I I2'-4"12'-4' 1 P o
PLAN 324SEAT :2 i t'-
_ E BARS N
TIE BARS U -T
U_ GRADE POINTS,
STEPS SEE NOTE 4
1
TIE BAR 5 � p pp
ROUND F B
' F J BARS SECTION -B
EDGES
TO 3'R SPRING LINE
INLET CONCRETE RINGS
�4®18' OC PER ST -
BOTH WAYS.-'-� ELEVATION PLAN 3
TO BE USED APPLIES AT
WHEN D2 IS L1THIS POINT OMIT T
60' OR OVER STEP It
SECTION A -A ST Eo
STREET
H BARS
16' FOR F
STREETS,
FOR UNP/
STREETS
TABLE OF
VALUES FOR F
D2 �F
02
F
36'
6 1/2"
78'
II 3/4'
39'
7'
84'
12 1/2'
42'
7 1/2"
90'
13 1/4'
45" 1
7 3/4"
96"
14"
48" I
8'
102'
15 1/2-
51'
8 1/2'
108'
16'
54'
9'
II4'
16 I/2'
57'
9 1/4'
120' i
17'
60' I
9 1/2"
126' 1
17'
63'
10'
132''
_
17 1/2'
66'
10 1/4'
138'
I7 I/2'
69'
10 3/4'
144'►8'
p v
72"
11'
W
2
11/411
CTO "T
GRADE
SECTION C -C
RING SEAT
H BARS
SEE TABLE
VARIABLE
E BARS
s3 OR #4
TIE BARS
J BARS
ROUND
EDGES
TO 3"R
TABLE OF VALUES FOR M (SEE NOTE 1)
PAVED STREET UNPAVED STREET
SECTION, - - - -- -I -- --- - 4 -,---- -
_ MAX. MIN. MAX. MIN.
A -A 2-10 1/ 2" 3-6"
C -C 1 11' 8 1/2'1 16' 15"
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
MANHOLE PIPE TO PIPE
STANDARD PLAN
JOINT COOPERATIVE COMMITTEE
MAIN LINE I D = 36" OR LARGE R
32� 0
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REINFORCING STEEL PER APPLICABLE
SHEET 1 OF 3
REVISIONS ENGINEER CITY BENCHMARK
AppDnvAI nATr• AODDnvAI nATr.
BM #613
SIERRA AVE. AT MAIN DRIVE JURUPA
PARK TOP F.H. 1102.18
ELEVATION:
1102.18
jj -
jiaoaiaii
i� hill
A 'k
SUPPORT BOLT AND FACE PLATE (41/211 TOP SLAB)
I
CURB LINE
7"
11 ��
5/16 XIO FACE PLATE
1/4" RADIUS
3- 04 BARS X(W+6") IN ADDITION TO
REINFORCING STEEL PER APPLICABLE
CATCH BASIN STANDARD PLAN
1t/" 311
\�I�
p�
G
v O
11
II/16 RADIUS
3'
W
a
3
v
a
G
o.
,i
N 4A o
p v
m
W
2
11/411
u
�W
W
t6V
\
`N HEX. NUTS
mti
I'/e" HOLE IN PLATE
N
<
rri
- Y3/8"DIAMETER
< COUNTERSINK -I"C. C. ON SUPPORT BOLT
"
I/4 RADIUS
FOR SET SCREW. NONE REQUIRED FOR CURB FACE LESS
•� ' a'
THAN 7". THREE REQUIRED FOR 7" CURB FACE. ADD ONE
•
COUNTERSINK FOR EACH INCH OF CURB FACE GREATER
c :
\ THAN 7"
I" SUPPORT BOLT
LENGTH= C. F. PLUS 6"
° 4 A = 18' FOR CURB BATTER LESS THAN 2112
° 90 FOR CURB BATTER 2- 12 THRU 4:12
' ° • ° 11 AS SHOWN ON PLANS FOR ALL OTHER
CURB BATTER
T
SECTION
OPENING FOR CONC.
PLACEMENT(TYP.)
3/16"X1011 �--LOCATE WELDS IN
FACEPLATE LONGER SPAN SEG -
%
INTERIOR FACE OF CATCH
MENT
BASIN END WALL
FACE PLATE I/4 2
FACE LA
3/4" DIA. �C
HOLE(TYR)
'
I
211
1
N
I "
3
" y 11 11
3/4 /• x I yt
=N
i x
I/4 2
SQUARE CARRIAGE
_„
I 1211 I
HOLES BOLTS AND
M
"
HEX. NUTS
I
ANCHOR
i END ANCHOR(TYP.)
END DETAIL
I
6"X 3/811X8" 2" 2" 1/4 2
SPLICE PLATE 211 411 411 211
JOINT
SPLICE DETAIL
ANCHOR
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC CATCH BASIN FACE PLATE ASSEMBLY STANDARD PLAN
JOINT COOPERATIVE COMMITTEE AND PROTECTION BAR 310-0
1984
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 6
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 2'-10 1/2' FOR PAVED STREETS OR 3'-6" FOR UNPAVED STREETS,
CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'N".
SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER
SECTION C -C. WHEN DIAMETER DI IS 48" OR LESS, CENTER OF SHAFT
MAY BE LOCATED PER NOTE 2.
2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF
STORM DRAIN WHEN DIAMETER DI IS 48" OR LESS, IN WHICH CASE PLACE
E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND
OMIT J BARS.
3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN
ON THE PROJECT DRAWINGS:
A. D2=96" OR LESS, L=5'-6", P=5*
B. D2 OVER 96", L=6' -O', P=8"
L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE
ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS
SHALL BE CONTINUED 6"OC.
4. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER
LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES.
5. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40, AND SHALL
TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE
SHOWN.
6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY
BE PLACED AT SPRING LINE,
8. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A
LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F
SHOWN ON TABLE S'H. I.
9. D BARS SHALL BE #4 FOR D2=39' OR LESS, #5 FOR D2=42" TO 84"
INCLUSIVE AND K6 FOR D2=90' OR OVER.
10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT
SPRING LINE UNLESS OTHERWISE SHOWN.
II. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" TO 15" OC. THE LOWEST
STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT.
12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 36" INSIDE DIAMETER OR LARGER. EXCEPT IF MAIN LINE
RCP DOWNSTREAM OR MANHOLE IS 36 TO 42" INSIDE DIAMETER AND
MAIN LINE RCP UPSTREAM IS 33' OR LESS STANDARD PLAN 321 SHALL
BE USED.
OOFESS/NA
ON
cam,
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320-0
SHEET
MANHOLE PIPE TO PIPE
MAIN LINE ID i 36" OR LARGER
LQ C 36943 r-1
* Exp. 6/30/00
01 V 1
lF OF
CITY OF FONTANA CALIFORNIA
PUBLIC WORKS DEPARTMENT
DRAWN BY: SCALE:
PYH AS NOTED
DESIGNED BY: DETAIL SHEETS DATE:
SN
CHECKED BY: APPROVED: �t' Gc%c� S -iZ- 9� DWG. NO. SHT. N0.
SN CITY ENGINEER R.C.E. 25126 2508 8 of 19