HomeMy WebLinkAbout2678-8W
5
sA
r
1 2 EXTRA•4
I ON 2 SIDES OF
MANHOLE FRAME
AND COVER
Y
FACE
PLATE
CATCH BASIN /
MANHOLE FRAME
AND COVER
` (t -;:
/
T
GT-
a
1-
I
1•
1
r-
m
DOWEL
U
PLAN
STRUCTURAL DATA
WALL AND SLAB DIMENSIONS
AND REINFORCEMENT REQUIREMENTS
MAX
W
MAX
V
t
tF
REINFORCEMENT
REQUIRED IN
FRONT REAR BOTTOM END
WALL WALL SLAB WALL
3.5'
8'
6'
6"
N R R
0 E E
N
3.5'
12'
8'
8'
7'
6'
6"
6'
7'
12'
8'
8'
14'
4'
6'
6'
' - R'f
' - E
, =
F
-
. .
' 4 '
F
C
M
E
N
T
,-7,71--
E
-0
U
RE ,,�
R
D
1/2'
8'
6"
8'
14
12'
8"
10'
21' AND 28'
4'
6'
6'€
6'
6"
8'
8'
8'
8'
10'
8'
I O' r•
12'
12'
8'
10„
`.-
63'
FOR W) 28 , V )12' OR 8) 4 SEE PROJECT PLANS
4' R
FLOW LINE
-SCORING
LINE
CURB UNE
DOWEL (TYP.)
STEPS
040 12"
EACH WAY
R
FACE PLATE
ASSEMBLY
CURB FACE +H
STREET, GUTTER
OR LOCAL DEPRESSION
SURFACE -N
-3" R
SLOPE\_
tF
(
•
'OPTIONAL SUBGRADE
\L -
OPTIONAL ROUGHENED
CONST JOINT (TYP.)
r
B
B"
¢4
90•
-CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
CONNECTION
SECTION A -A
in
DOWEL DETAIL
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
TED BY THE APWA-AGC
JOINT CO COOPERATIVE COMMITTEE
1984
REV' 1992
CURB OPENING CATCH BASIN_
STANDARD PLAN
300 1
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION
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.
V = 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
300-1
SHEET 2 OF 2
CURB OPENING CATCH BASIN
CATCH BASIN DETAIL PER A.P.W.A. STD.PLAN 300-1
EDGES TO BE
ROUNDED
TO 3' R
.3 TIE BAR
4-•6. E BARS
3' -3' LONG.
SEE NOTE 2
D BARS
3'. OC.
SEE NOTE 9
STREET
GRADE
MANHOLE SHAFT
PER STD.
PLAN 324
STEPS
TIE BAR
ROUND
EDGES
TO 3 R
PLAN
(SHAFT NOT SHOWN)
R= ID OF SPUR
•3 TIE BAR
3-•4 J BARS 4'-8'
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
5"x2" PIPE
SEAT
TIE BARS
•4018' OC
BOTH WAYS,
TO BE USED
WHEN 02 IS
60" OR OVER
SECTION A -A
J BARS
SPRING LINE
INLET
ELEVATION
APPLIES AT
THIS POINT
TABLE OF VALUES
FOR F
D2 F i D2
F
36"
6
1/2"
78"
II
3/4"
39'
16' 15'
7'
84'
12
1/2'
42'
7
1/2'
90"
13
1/4'
45'
7
3/4'
96'
14"
48'
8'
( 102'
' 15
1/2'
51' '
8
1/2'
108'
'
16"
54"
9'
j 114'
16
1/2'
57'
9
1/4"
j 120'
•
17"
60'
9
I/2'
126'
'
17"
63'
10"
' 132'
17
I/2'
66"
10
1/4'
:138'
17
1/2"
69'
10
3/4'
1144'
18'
72'
II'
I
CT
OPTIONAL OUTSIDE
EDGE OF CONCRETE
r. 1
4' -04
fC
DETAIL "N"
4-•4 H BARS
3' -0' LONG
(RINGS AND COVER NOT SHOWN)
(SEE NOTE I)
zl
2
PIPE SEAT LEVEL.
SEE NOTE 8
CONCRETE RINGS
PER STD.
PLAN 324
OMIT THIS
STEP IN
PAVED
STREETS
H BARS
GRADE POINTS.
SEE NOTE 4
SECTION B -B
STREET GRADE
5'x 1' RING SEAT
H BARS
SEE TABLE
VARIABLE
E BARS
16' FOR PAVED
STREETS. 2'-2'
FOR UNPAVED
STREETS
SECTION C -C
•3 OR .4
TIE BARS
J BARS
ROUND
EDGES
TO 3'R
TABLE OF VALUES FOR M ISEE NOTE 11
SECTION PAVED STREET ' UNPAVED STREET
MAX. MIN. I MAXI MIN.
2'-10 I/2"! 1 3'-6"
A -A
C -C
8 1/2' ! 16"
15 -
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
BYMANHOLE
PROMULGATEDOTHE COMMITTEE
JOINT COOPERATIVE COMMITTEE
1992
PIPE TO PIPE
(MAIN. LINE I D = 36 O R LARGER)
STANDARD PLAN
320-0
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION
'NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 2'-10 I/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 45° 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' -0", 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 I I/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 .4 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" INS IDE DIAMETER OR _LARGER. EXCEPT IF MAIN LINE
RCP DOWNSTREAM OR .MANHOLE IS 36'" TO 42' INS IDE DIAMETER AND
MAIN LINE RCP UPSTREAM IS 33' OR• LESS STANDARD PLAN 321 SHALL
BE USED.
AMERICAN PUBLICWORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD= LAN
32O 0
SHEET2OF3
MANHOLE PIPE TO PIPE
(MAIN LINE ID=36�� OR LARGER)
MANHOLE DETAIL PER A.P.W.A. STD.PLAN 320-0
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
UPS TREAM.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 DJAMETER 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
SHEET 3OF3
MANHOLE PIPE TO PIPE
(MAIN LINE ID =36" OR LARGER)
EDGES TO BE
ROUNDED
TO 3" R
R = I D
OF SPUR t
B
PLAN
(SHAFT NOT SHOWN)
STREET GRADE
ALL STEEL REINF.
.4 0 4" OC
MANHOLE FRAME
AND COVER PER
STD. PLAN 630
MANHOLE
SHAFT
PER STD.
PLAN 324
DETAIL "N" PLAN
(RINGS AND COVER NOT SHOWN)
SEE NOTE I
CONCRETE RINGS
PER STD. PLAN 324
OMIT THIS STEP
IN PAVED STREETS
16' FOR PAVED
STREETS. 2'-2"
FOR UNPAVED
STREETS
5"x2" PIPE SEAT
ROUND EDGES
OF INLETS
ROUND EDGES
INLET ELEVATION
APPLIES AT THIS
POINT
SECTION A -A
STATION LINE -�
OPTIONAL BOTTOM
GRADE POINTS.
SEE NOTE 5
SECTION B -B
STREET GRADE
5'x1' RING
SEAT
SECTION C -C
TABLE OF VALUES FOR M ISEE NOTE Il
SECTION
PAVED STREET
UNPAVED STREET
MAX. MIN.
MAX. ; MIN.
A -A
; 2'-10 I/2"
1 3'-6"
C -C
11" 8 I/2'
16' 15'
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE AMA -AGC
JOINT COOPERATIVE1992 COMMITTEE
MANHOLE PIPE TO PIPE (ONE OR
BOTH MAIN LINE ID'S 33" OR SMALLER)
STANDARD PLAN
321-0
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
I. WHEN DEPTH M. FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 2' -IO 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 LEGS
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 8' -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 •I 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
SHEET2OF3
MANHOLE PIPE TO PIPE (ONE OR BOTH
MAIN LINE ID'S 33" OR SMALLER)
MANHOLE DETAIL PER A.P.W.A. STD.PLAN 321-0
II. 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" INS IDE
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
SHEET3OF3
MANHOLE PIPE TO PIPE (ONE OR BOTH
MAIN LINE ID'S 33" OR SMALLER)
•
EC
i
I" ± Cement grout
capping at end of pipe
NOTE:
I. Type "B" closure for "D" not larger than
36" unless approved or specified by the
Engineer.
2.See specifications for additional information.
SECTION
Brick laid lengthwise
and mortared
Inside edge of R.C.P. groove
or end of pipe (if broken)
Cement grout capping
ELEVATION
Brick a mortar closure
PIPE CLOSURE -TYPE "B"
(Brick and Mortar)
SAN BERNARDINO COUNTY
FLOOD CONTROL DISTRICT
REVISIONS
OWN. BY
C.L.
DATE
5-9-63
FILE N0.
S.P. I76A
THESE RECORD DFAWINGS HAVE BEEN
' PART, ON THE BASIS OF INFORMATION
FURNISHED BY OTHERS. THE ENGINEEi
RESPONSIBLE FOR ANY ERRORS OR 0
HAVE BEEN INCORPORATED INTO THE
A RESULT THEREOF. •
PREPARED, IN
COMPILED AND
WILL NOT BE
MISSIONS WHICH
DOCUMENTS AS
BRICK AND MORTAR PLUG STD. S.P. 176A
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.
7. THE PROOF -LOAD FOR TEST METHOD B OF THE STANDARD SPECIFICATIONS IS 28,600 POUNDS.
3/4" DIA. PICK HOLE
2' X 1" DIAMOND MAT
'%" DEEP
INSTALLATION LOCKING
DEVICE
A
DRILL AND TAP HOLE AND INSTALL 14" X 1'/: STAINLESS
STEEL SOCKET SET SCREW WITH a%" RECESSED HEX
HOLE. ALL THREADS TO BE N.C.
AGENCY DESIGNATED
INSCRIPTION. ALL
LEI I tRS 1" HIGH
INSTALL
LOCKING • .
DEVICE •
LOCKING DEVICE
1/16'
1/16'
3/16" i %" I I '%'
235%' OUTSIDE DIA. OF COVER
DETAIL 'B"
22' DIA. CLEAR OPENING
SECTION A -A
DETAIL "B"
FINISHED SURFACE
W R
GAP IN RIM OF COVER OPPOSITE PICK HOLE 1'/."
OUTLINE WHERE
RIB JOINS RIM -
OUTLINE WHERE
RIBS JOIN. -
• BOTTOM OF MANHOLE COVER
N SAME ANGLE
'1'-~1 h'/.' - �i THROUGHOUT
DETAIL "C"
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE APWA-AGC
JOINT COOPERATIVE COMMITTEE
1984
CATCH BASIN
MANHOLE FRAME AND COVER
STANDARD PLAN
312-0
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PLANS PREPARED FOR
KAUFMAN & BROAD
ATTN: MR. MIKE PEARSON
801 CORPORATE CENTER DRIVE
SUITE 201
POMONA, CA 91768-2641
PHONE: (909) 802-1100
FAX (909) 802-1111
car
4-14-6t°
pf
4•111;ot
BENCH MARK: # 615
RAILROAD SPIKE AT INTERSECTION
OF CITRUS AVE. AND LOS CEDROS
AVE., IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS AVE.
ELEVATION: 1467.59
BASIS OF ..BEARINGS:
THE BEARING OF N89°30106" ALONG
THE NORTH LINE OF SECTION 30
TOWNSHIP 1 NORTH RANGE 5 WEFT
SAN BERNARDINO MERIDIAN AS SHbWN
ON RECORD OF SURVEY FILED IN BOOK
58 PAGE 5 OF RECORDS OF SURVEY WAS
USED AS THE BASIS OF BEARINGS
FOR THIS MAP
CITY OF FONTANA, CALIFORNIA
REVISIONS
ENGR'S
APPROVAL
DATE
CITY
APPROVAL
DATE
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC.
OF THE INLAND EMPIRE
10601 CHURCH STREET STE. 107
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311
J MADOLE R.C.E.14814 DATE
DRAWN BY:
MF6
DESIGNED:
CHECKED:
SIERRA LAKES
PHASE
STORM GRAIN PLANS
CONSTRUCTION DETAILS
SCALE:
AS SHOWN
DATE:
JOB NO
DWG. NO.
26.78
• SHEET NO.
80F9
CITY OF FONTANA BLANK BASE - 23[0255]PF: 1050 15 05 -Aug -97 11: 18 AM / 126-1050-1
DWG . DATE : ?/L M4P 'D9
826-1163
*P*
APPROVED ¢'/i' 7f
21..4 CITY ENGINEER R.C.E. 25126