HomeMy WebLinkAbout2514-4.4
•4 4b 12"
r--------- r T- R 1.
EACH
4 WAY
I I i R
FACE I FLOW LINE
PLATE_
-SCORING ,
2 EXTRA •4 LINE I 4 =� ri.
I ON 2 SIDES OF CURB UNE •
I MANHOLE FRAME i DOWEL (TYP.) • 1" CLEAR
I AND COVER\\
' I
I - I
CATCH BASIN I I STEPS,
MANHOLEFRAME I I
AND COVER-.
3'R
W I
IN -a
-4" M-IN.I 12"MAX
._OASTEPS OPTIONAL
-SBUB-GRA-DE-
' -CONNECTOR
PIPEw )
OR MONOLITHIC
_CATCH BASIN
L 4 �� CONNECTION
"•R OPTIONAL ROUGHENED
F CONST JOINT (TYP.)
if
DOWEL (TYP.)J = 1 P. SECTION A -A
PLAN
B'
I
90•
M
DOWEL DETAIL
FACE PLATE .
ASSEMBLY
CURB FACE+H�
STREET, GUTTER
OR LOCAL DEPRESISION
SURFACE
-30R
I -3-2 SLOPE
I 4 -
I
L1;_� •'
t
F
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
JOINT COOPERATIVE COMMAITTEE
STRUCTURAL DATA
STANDARD PLAN
300-1
1984
WALL AND SLAB DIMENSIONS
SHEET 1 OF 3
REV' 1992
AND REINFORCEMENT REQUIREMENTS
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
1 102' ' 15 1/2'
5'xl' RING
REINFORCEMENT
24•
MAX MAX
t tF REQUIRED IN
60' 9 1/2' ! 126' ' 17'
W
V
FRONT REAR BOTTOM END
69• ' 10 3/4'
OMIT THIS STEP
WALL WALL SLAB
WALL
3.5
8'
6 6•
IN PAVED STREETS
3.5
12'
6 8 N R
R
T.
6'
6.1 6 0 E
E
7
12
6 6 N
U
14'
4
6 6 ,R F
1
i,-
B
6 8 � 1 0
R
14
12
8• 10" F C
4 p
o
N6'
a
1 6
M R
E
LONG 3' OC CON' T
F F
FOR UNPAVED
6,
€
U
(SEE NOTE
Z
!j'
! N
rn -0.
STREETS
10'
10 T ' I
N
12'
B' 10"
Z
►OR 1M) 20'
V>12' OR 8) 4 SEE PROJECT PLANS
_
c=- 7•
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
JOINT COOPERATIVE COMMAITTEE
CURB OPENING CATCH BASIN
STANDARD PLAN
300-1
1984
42* • 7 1/2'
SHEET 1 OF 3
REV' 1992
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
B
PLAN
(SHAFT NOT SHOWN)
EDGES TO BE
ROUNDED
T TO 3'R
?A
�R = I D
OF SPUR ±
ALL STEEL
•4 P 4• OC
NOTES:
1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED
SIDEWALK OR IS CONTIGUOUS 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 MONOLITHICALLY, 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.
V, = 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
300-1
SHEET 2 OF 2
CURB OPENING CATCH BASIN
0 CATCH BASIN DETAIL PER A.P.W.A. STD.PLAN 300-1
?C
DETAIL "N" PLAN
(RINGS AND COVER NOT SHOWN)
SEE NOTE I
STREET GRADE MANHOLE FRAME
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
1992
STREET GRADE
STANDARD PLAN
321=0
AND COVER PER CONCRETE RINGS
42* • 7 1/2'
SHEET 1 OF 3
45" 7 3/4•
ROUNDED
STD. PLAN 630 PER STD. PLAN 324
1 102' ' 15 1/2'
5'xl' RING
BI a I TO 3' R
24•
57' 9 1/4'
3' OC
60' 9 1/2' ! 126' ' 17'
SEATWW
_j
66' 10 1/4' 1138' i 17 1/2'
69• ' 10 3/4'
OMIT THIS STEP
72' II'
•3 TIE BAR
Go
C
C
IN PAVED STREETS
At �
DETAILS
W'J
W co
3'-3* LONG.J
-1
I
MANHOLE
24•
SEE NOTE 2
Cn <
L J
`-
SHAFT
16' FOR PAVED"'
PER STDCn
•3 TIE BAR
4'-0
3'-0' LONG
°D
i,-
DWG. NO. SHEET NO.
. STREETS. 2'-2'
PLAN 324
BI I
9' L?'
"N"
3-•4 J BARS 4'-8'
a
LONG 3' OC CON' T
F F
FOR UNPAVED
M
T 3'-6'
(SEE NOTE
T
TO INSIDE EDGE OF
rn -0.
STREETS
PLAN MANHOLE. SEE NOTE 2
FW-
Z
_
c=- 7•
of
PIPE SEAT LEVEL.
03
a z
(-
F-1
SEE NOTE 8
5'x2' PIPE SEAT
MANHOLE FRAME �`
AND COVER PER
E BARS `" N�
GRADE
Cr W
°
T
(~ 3'-6'
T ROUND EDGES
1/2"
MANHOLE SHAFT
24'
V)
I
PER STD.
J cli
5'x2' PIPE a
P I I2'-4''2•-4' 1 P o
OF INLETS
SEAT
E BARS Uj
W
N
TIE BARS
�' �'-I
GRADE POINTS.
=9
�
SEE NOTE 4
TIE BAR
5 (L
=
ROUND EDGES
SECTION
B -B
m
F J BARS
EDGES
TO 3'R
SPRING LINE
1/2'
•4018• OC
INLET CONCRETE RINGS
PER STD.
STREET GRADE
BOTH WAYS.
ELEVATION
PLAN 324
INLET ELEVATION
SECTION
C -C
APPLIES AT
APPLIES AT THIS
WHEN D2 IS
THIS POINT OMIT THIS
BARS
POINT
STEP IN
SECTION
A -A
A - A PAVED
STATION LINE
STREETS
=-
3' _0'
' ' L'%, 6 '
T18- T STEPS
H BARS
24'
TABLE OF VALUES FOR M (SEE NOTE I)
3'R
PAVED STREET
UNPAVED STREET
16' FOR PAVED
STREETS. 2'-2'
F F
J BARS
TABLE OF VALUES FOR F FOR UNPAVED
SECTION
MAX. ! MIN.
MAX. MIN.
ROUND
(LJ_�
I
A -A
2' -10 1/2'
3' -6'
L
C -C
II' 8 1/2'
16' ' 15'
4
L+2T-8'
4'
�n
m
OPTIONAL BOTTOM I
GRADE POINTS.
SEE NOTE 5
SECTION
B -B
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
1992
MANHOLE PIPE TO PIPE (ONE OR
IDBOTH MAIN LINE 'S 33" OR SMALLER)
STANDARD PLAN
321=0
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
42* • 7 1/2'
SHEET 1 OF 3
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 SHAFT PER SECTION C -C AND DETAIL "N". DEPTH M MAY BE
REDUCED TO AN ABSOLUTE LIMIT OF 6" WHEN LARGER VALUES OF M
WOULD REDUCE H IN SECTION C -C TO 3'-6" OR LESS.
2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 4'-0", BUT MAY
BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS
THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED.
FOR H (IN SECTION C -C) SEE NOTE I.
3. L SHALL BE 4'-0" UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR
LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY CHANGE
IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
4. T SHALL BE 8" FOR VALUES OF H UP TO AND INCLUDING 8'-0" AND 10" FOR
VALUES OF H OVER 81-0-.
5. 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. SEE NOTE 3.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615, GRADE 40. AND SHALL
TERMINATE 1 1/2" CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE
SHOWN.
7. FLOOR -OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. 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.
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8"
10. 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 LEDGE AT THE SIDE OF
THE MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
321-0
SHEET 2OF3
MANHOLE PIPE TO PIPE (ONE OR BOTH
MAIN LINE ID'S 33" OR SMALLERY
@)NANHOLE DETAIL PER A.P.W.A. STD.PLAN 321-0
EDGES
TO 3'R
U -I
SECTION C
F DI F
OPTIONAL OUTSIDE
39*: 7'
EDGES TO BE
42* • 7 1/2'
EDGE OF CONCRETE
45" 7 3/4•
ROUNDED
48' ' 8'
1 102' ' 15 1/2'
D BARS
BI a I TO 3' R
1 114• ! 16 I/2'
57' 9 1/4'
3' OC
60' 9 1/2' ! 126' ' 17'
63' 10'
1 132' 17 1/2'
66' 10 1/4' 1138' i 17 1/2'
69• ' 10 3/4'
r
72' II'
•3 TIE BAR
R=ID OF SPUR
C
C
4-•6, E BARS
At �
DETAILS
3'-3* LONG.J
-1
I
DATE:
RANCHO CUCAMONGA, CA 91730
SEE NOTE 2
L J
4-•4 H BARS
D BARS
•3 TIE BAR
4'-0
3'-0' LONG
3' OC.
- =
f..
DWG. NO. SHEET NO.
SEE NOTE 9
BI I
DETAIL
"N"
3-•4 J BARS 4'-8'
(RINGS AND COVER NOT SHOWN)
LONG 3' OC CON' T
F F
I ADD'L. BARS 6' OC
(SEE NOTE
I)
TO INSIDE EDGE OF
PLAN MANHOLE. SEE NOTE 2
(SHAFT NOT SHOWN)
Z
of
PIPE SEAT LEVEL.
(-
F-1
SEE NOTE 8
STREET
MANHOLE FRAME �`
AND COVER PER
E BARS `" N�
GRADE
STD. PLAN 630
I
3'IR
MANHOLE SHAFT
24'
I I D BARS
I
PER STD.
J cli
5'x2' PIPE a
P I I2'-4''2•-4' 1 P o
PLAN
SEAT
E BARS Uj
W
N
TIE BARS
�' �'-I
GRADE POINTS.
STEPS
�
SEE NOTE 4
TIE BAR
5 (L
SECTION
B -B
ROUNDF
F J BARS
EDGES
TO 3'R
SPRING LINE
•4018• OC
INLET CONCRETE RINGS
PER STD.
STREET GRADE
BOTH WAYS.
ELEVATION
PLAN 324
TO BE USED
APPLIES AT
5'x I' RING SEAT
WHEN D2 IS
THIS POINT OMIT THIS
BARS
60' OR OVERH
STEP IN
SECTION
A - A PAVED
2 SEE TABLE
STREETS
=-
co VARIABLE
' ' L'%, 6 '
E BARS
H BARS
24'
•3 OR •4
Lj
6'
TIE BARS
16' FOR PAVED
STREETS. 2'-2'
F F
J BARS
TABLE OF VALUES FOR F FOR UNPAVED
D
F D F STREETS
ROUND
EDGES
TO 3'R
U -I
SECTION C
36' 6 1/2'
78' II 3/4'
39*: 7'
84' 12 1/2-
42* • 7 1/2'
90' 13 1/4•
45" 7 3/4•
96' ! 14'
48' ' 8'
1 102' ' 15 1/2'
51' ' 8 1/2' 1 108' ' 16-
54' ; 9•
1 114• ! 16 I/2'
57' 9 1/4'
120' I 17'
60' 9 1/2' ! 126' ' 17'
63' 10'
1 132' 17 1/2'
66' 10 1/4' 1138' i 17 1/2'
69• ' 10 3/4'
1 144' ; 18'
72' II'
Q�OFESSiO
T0�Fy�r
EDGES
TO 3'R
U -I
SECTION C
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
TABLE OF VALUES FOR M (SEE NOTE I)
PAVEDSTREET
SECTION( -MAX.; MIN.
UNPAVED STREET
I MAX. MI -N.
A -A . 2' -I O 1/2 '1
3' -6'
C -C 11' 8 1/2' 1
16' I 15'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
MANHOLE PIPE TO PIPE
STANDARD PLAN
JOINT COOPERATIVE COMMITTEE
1992
��
MAIN LINE ID = 36 OR LARGER
320-0
COR. OF BASELINE AVE. N 00°Ota'
SHEET 1 OF 3
USE Wm1 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 33' INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE
MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36" TO 42" INSIDE
DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33' OR LESS.)
STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE
WHERE THE MAIN LINE CONDUIT IS LESS THAN 36" IN DIAMETER.
B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM .
THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 8'
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINMUM OF 6'.
C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED. THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
I. PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630
UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS
OTHERWISE SHOWN.
14. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED
REFER TO STANDARD PLAN 336.
15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO STANDARD PLAN 328.
16. 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
326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
630 24 -INCH MANHOLE FRAME AND COVER
633 36 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
321-0
SHEET 3OF3.
MANHOLE PIPE TO PIPE (ONE OR BOTH
MAIN LINE ID'S 33" OR SMALLER)
PLANS PREPARED FOR
LEWIS HOLES OF CALIFORNIA
ATTN : Ms. MIMI RAYL
1156 N. MOUNTAIN AVENUE
P.O. BOX 670
UPLAND, CA 91786
PHONE: (909) 985-0971
i
RECORD DRAWING
THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHIM
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
REVISIONS
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 SH. I.
9. D BARS SHALL BE 04 FOR D2=39' OR LESS. •5 FOR D2=42' TO 84'
INCLUSIVE AND •6 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.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320-0
SHEET 2OF3
MANHOLE PIPE TO PIPE
MAIN LINE ID=36" OR LARGER
6 � MANHOLE DETAIL PER A.P.W.A. STD.PLAN 320-0
I" ± Cement grout
capping at end of pipe
SECTION
PIPE
k laid lengthwise
and mortared
'(side edge of R.C.P. groove
or end of pipe (if broken)
Cement grout capping
I
ELEVATION
PIPE CLOSURE -TYPE "B"
(Brick and Mortar)
NOTE
I. Type "B" closure for "D" not larger than
36° unless approved or specified by the
Engineer.
2.See specifications for additional information,
SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
REVISIONS DWN. BY DATE
C. L. 5-9-63
FILE NO.
S. P. 176A
0 BRICK AND MORTAR PLUG STD. S.P. 176A
4A -// �a
ENGR'S DATE
APPROVAL
AL DATE
B. 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
326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER
630 24 -INCH MANHOLE FRAME AND COVER
633 36 -INCH MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
320-0
3DF3
MANHOLE PIPE TO PIPE
MAIN LINE ID -36 OR LARGER)SHEET
NOTES:
1. THE CAST IRON USED SHALL CONFORM WITH ASTM A-48 CLASS 358.
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.
7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 28,600 POUNDS.
'h" DIA. PICK HOLE
2' X 1" DIAMOND MAT -
'/6' DEEP
DRILL AND TAP HOLE AND INSTALL ?: X 1'/: STAINLESS
STEED. SOCKET SET SCREW WITH 'b" RECESSED HEX
HOLE. ALL THREADS TO BE N.C.
AGENCY DESIGNATED
INSTALLATION LOCKING INSCRIPTION. ALL
DEVICE LETTERS 1' HIGH
- -•
i 3'
1 / %1 �\
7/8" INSTALL
LOCKING
DEVICE LOCKING DEVICE
1/16'
1/16"At
3/16'
P_ .'A:R o as
23%" OUTSIDE DIA. OF COVER\ ''1'" R 1
1. DETAIL 'B' � z
'�• 3w 1
-
- • 22" DIA. 1/18• R r �
DETAIL "C' • ! I G U
• :', CLEAR OPENING
• I• 22' DIA. CLEAR OPENING ^' 41_4 • OW
LA
1 SECTION A -A �� o-�- a --a
D 4 p d tLo
- DETAIL "B"
OUTLINE WHERE �i-'� �,• �
RIB JOINS RIM -
FINISHED SURFACE OUTLINE WHERE
^+ RIBS JOIN -�
W R I I I i` SAME ANGLE
F1/: -7 THROUGHOUT
GAP IN RIM OF COVER OPPOSITE PICK HOLE 1 I/•• ay
BOTTOM OF MANHOLE COVER DETAIL "C"
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
CATCH BASIN
fffA"D' w PLAN
JOINT COOPERATIVE COMMmIEE
1984
MANHOLE FRAME AND COVER
31.2-0
COR. OF BASELINE AVE. N 00°Ota'
USE WITH STANDARD SPECIRCAT(ONS FOR PUBLK: WORKS CONSTRUCnON
SHEET 1 OF 2
BENCH MARK: # 361 BASIS
IN NORTH FACE OF
OF BEARINGS:
CITY
OF FCALIFORNIASPIKE
PP #1536697E. @ S.W. THE C.L. OF CHERRY AVE. BEING
COR. OF BASELINE AVE. N 00°Ota'
09" E PER P.M. 1959,
& SULTANA AVE. P.M.B.
28/18 WAS USED AS THE
BASIS OF BEARINGS FOR THIS PLAN
ELEVATION: 1365.01
DRAWN BY:
TRACT NO _ 1 5 -7 O 9 - 1 SCALE:
PREPARED IN THE OFFICE OF
CONSTRUCTION
MADOLE AND ASSOCIATES INC.
Q�OFESSiO
T0�Fy�r
DESIGNED:
AS SHOWN
OF THE INLAND EMPIRE
10601 CHURCH STREET STE. 107
W
DETAILS
CHECKED:
DATE:
RANCHO CUCAMONGA, CA 91730
No . 14814
PHONE (909) 948-1311
Exp: 3-31-01 y�
�f >%n-�"q%
�lF
JOB NO.
DWG. NO. SHEET NO.
FIc� iF°Q�!
126-1 150 APPROVED ��
j!f/
2514 4 OF 6
J. MADOLE R.C.E. 14814 DATE
A�s.� CITY ENGINEER R.C.E. 25126
�P� CITY OF FONTANA BLANK BASE - 23 [0,255]PF: 1050 15 05 -Aug -97 11:18 AM / 126-1050-1
DWG. DATE•