HomeMy WebLinkAbout3535-4I" ± Cement grout
capping at end of pipe SECTION or end of pipe I, IT broken)
II D.1
I Cement grout capping
Brick a mortar closure
ELEVATION
PIPE CLOSURE -TYPE "
(Brick and Mortar)
NOTE:
I. Type "B" closure for "D° not larger than SAN BERNARDI NO COUN1
FLOOD CONTROL DISTRIC
36" unless approved or specified by the
REVISIONS OWN. BY DAT
Engineer.
2.See specifications for additional information. C.L. 5-9-
CE PIPE
k laid lengthwise
and mortared
nside edge of R.C.P. groove
IL MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH, SEE NOTE 2 , c4
WU)
a a+m
( -
:ROUND i
I EDGE
LATERAL
WN Z+
TO 75 mm
,(3") R
W 0 ~
O
SHEET 1 OF 2
W O
z E
I
W 4
�m
W o
I
0 a:
STREET GRADE
MANHOLE FRAME CONCRETE RINGS
STREET GRADE
BION SURFACE
SPUR-
. '
REINFORCING STEEL
I
80 mm (31) MIN.
LINENG /furl
/EDGES -
I EDGES r�
ELEV. I S
UNDISTURBED
EARTH
SEE NOTE 3
(3•) MIN.
1
1
\ N
c � � 1�30 -mem-(5'1 as
EC -T-LEV. R
/ E BARS 15M 1+51
/ 0 80 mm (3) OC
r"1
F BARS 15M (+5)
O 75 mm (3.1 OC
CONCRETE CRADLE.
H H 265-C-14 (450-C-2000).
SEE NOTE 9
SECTION Z -Z SECTION M -M
IL LATERAL/
CONNECTOR PIPE
-G BARS
i 15M 0 150 mm
(+4 0 6•) OC
-IOM 0 450 mm
(+3 OR +4 0 18')
OC TIE BARS
-E AND F BARS !I
15M 0 75 mm
(+5 0 3.1 OC.
SEE NOTE 8
BARS
BARS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STA. POINT
JUNCTION STRUCTURE -PIPE TO P;PE INLET
LATERAL
PUBLIC WORKS STANDARDS INC.,
OREENBO19" COMMITTEE
SEE NOTE 3
PLAN
REV. 19%
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
IOM 0 450 mm
(+3 OR +4018.1
OC TIE BAR
(SHAFT NOT SHOWN)
G BARS ISM 0 150 mm
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STREET GRADE
H H 265-C-14 (450-C-2000).
SEE NOTE 9
SECTION Z -Z SECTION M -M
IL LATERAL/
CONNECTOR PIPE
-G BARS
i 15M 0 150 mm
(+4 0 6•) OC
-IOM 0 450 mm
(+3 OR +4 0 18')
OC TIE BARS
-E AND F BARS !I
15M 0 75 mm
(+5 0 3.1 OC.
SEE NOTE 8
BARS
BARS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY THE
JUNCTION STRUCTURE -PIPE TO P;PE INLET
STANDARD PLAN
METRIC
PUBLIC WORKS STANDARDS INC.,
OREENBO19" COMMITTEE
ID > 600 mm (24") OR ID > 1 /2 MAIA LME ID -
331 - 2
REV. 19%
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
B
0 ♦'' -EDGES TO BE ROUNDED
0 t TO 75 mm (3") R
CL tC
Af ' ; ?A J ,
J \ y� R= I D 1-
OF SPUR t E
_ 150 mm (6') -
MIN.
t- ALL STEEL REINF. 15M.
O 100 mm (+4 0 4') OC ,
TABLE OF VALUES FORM (SEE NOTE U
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
A -A 867 mm 12'-10 1/21} 1060 mm (3' -61
C -C 282 mm UP) 217 mm (8 1/21) 410 mm (16') 380 mm (151)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
•�'"'-�'
MANHOLE PIPE TO PIPE ONE OR BOTH
DETAIL "N" PLAN
olv
� ��
MAIN LINE ID'S 825mm 33 Oiit SMALLER
(RINGS AND COVER NOT SHOWN)
1992
REV. 1888
PLAN
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SEE NOTE I
5 mm(1/4")R
(SHAFT NOT SHOWN)
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
STREET GRADE
MANHOLE FRAME CONCRETE RINGS
STREET GRADE
BION SURFACE
AND COVER PER PER STD. 4
25 mm x 25
610 mm
STD. PLAN 630 OMIT THIS
100R
1
(5'x1')
W
(24")
IN PAVED
L
RING SEAT
a
v
MANHOLE
W
Wm
m
DOWEL
SHAFT 225 mm (9
E
2
N�
1-
PER STD. 400 mm (
610 and
o
uJ r
W
SCORING
PLAN 324 PAYED STREETS,
_ - ' (2411
N
o
U)
i s
90o mm (3'-0•)650 mm (2'-2')-o
(
(
W
tp
STREETS FOR UN-
M T
STEPS
PAYED STREETS
"
0
MANHOLE FRAME
V
1
m':
AND COVER
125 mm x 50 mm (5"x2') PIPE SEAT
(41)MIN.
I 0 mm (3'- ,T
CATCH BASIN E I
ROUND EDGES
0,"
MM
(12)MAX. (3 1R
MANHOLE E
I I
OF INLETS
AND CO ERRAME o .
25 mm(5')
i'
>.
ROUND EDGES
x
_�
,.
OF
L
15 mm
rcZ
(1/ •
INLET ELEVATION
SECTION C -C
�o
OPTIONAL SUBGRADE
CONNECTOR PIPE
APPLIES AT THIS
POINT
SECTION
A -A
CATCH BASIN
STATION LINE
900 mm (3'-0•)
200 mm (8")
CONNECTION
.I-sTEPs
""T'
STEPS
ocoi
T
450 mm 08')
1
75 am (3')
SECTION A -A
x
a_
W
I
100 mm (4•)
MW
I I L;2T-200 mm (8'
100 mm (4')
100 mm
(41)R
200 mm(8')
r IOM(+4)
200 mm (8')
200 am (8'
'
OPTIONAL
BOTTOM
GRADE POINTS.
90°
SEE NOTE 5
SECTION
B -B
m
TABLE OF VALUES FORM (SEE NOTE U
SECTION PAVED STREET UNPAVED STREET
MAX. MIN. MAX. MIN.
A -A 867 mm 12'-10 1/21} 1060 mm (3' -61
C -C 282 mm UP) 217 mm (8 1/21) 410 mm (16') 380 mm (151)
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATED BY
MANHOLE PIPE TO PIPE ONE OR BOTH
STANDARD LAN
PUBLIC WORKS ENBOOKTANDARDSINC.,
GREENBOOK COMMITTEE
� ��
MAIN LINE ID'S 825mm 33 Oiit SMALLER
321-1
1992
REV. 1888
SHEET 1 OF 3
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
NOTES
1. 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 600 mm (24'). B SHALL NOT EXCEED .75 D OR 975 mm (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 ELEVATIONS 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
600 mm (24') AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
.5 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 300 mm 02") 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 615M, GRADE 300. (ASTM A 615,
GRADE 40). AND BE PLACED 40 mm (1 1/21) 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 + 150 mm (6").
11. FLOOR OF THE SPUR SHALL BE. STEEL -TROWELED TO THE SPRING LINE OF
THE SPUR.
12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT
EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR
CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN
ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS
ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
331 - 2
JUNCTION STRUCTURE - PIPE TO PIPE INLET
ID?: 600 mm 24") OR > 1/2 MAIN LINE ID
SHEET 2 OF 2
NOTES
I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6") FOR
UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'.
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6')
OR LESS.
2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (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 1.
3. L SHALL BE 1.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE IN-
CREASED 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 200 mm (8') FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-0') AND 250 mm (10") FOR VALUES OF H OVER 2.4 m (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 615M. GRADE 300(ASTM A 615.
GRADE 40). AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR-
FACES 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 200 mm (8").
10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (150) OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
321 - 1
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm (33") OR SMALLER
SHEET 2 OF 3
z
0
P
U
J
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
321 - 1
15M 0 300 mm(+4012.1
FACE PLATE
ASSEMBLY,
PROMULGATED STANDARDS
PUBLIC WORKS STANDARDS INC.
�
C U RB •O P EN I N G CATCH - BAS I N -
.
MMIC
EACH WAY
300-2
00
m
5 mm(1/4")R
STREET. GUTTER,
OR LOCAL OEPRES-
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
BION SURFACE
v
100R
1
m I�
SLOPE .
IFLOW
LINE
v
75 M
PLATE
DOWEL
E
E
(YP
o
uJ r
SCORING
I
CURB UNE
N
N In
i s
(
(
W
tp
2 EXTRA 15M(+4)
STEPS
ON 2 SIDES OF
MANHOLE FRAME
1
100 mm
m':
AND COVER
(41)MIN.
CATCH BASIN E I
I
MM
(12)MAX. (3 1R
MANHOLE E
I I
AND CO ERRAME o .
i'
>.
O N
M ..
_�
OF
L
rcZ
--
�o
OPTIONAL SUBGRADE
CONNECTOR PIPE
r
OR MONOLITHIC
CATCH BASIN
I}
CONNECTION
.I-sTEPs
ocoi
1
SECTION A -A
a_
W
N
100 mm
(41)R
200 mm(8')
r IOM(+4)
`
90°
�M
m
DOWEL (TYP.)
PLAN
P
DOWEL
i
DETAIL:
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
321 - 1
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
STANDARD PLAN
PROMULGATED STANDARDS
PUBLIC WORKS STANDARDS INC.
�
C U RB •O P EN I N G CATCH - BAS I N -
.
MMIC
GREENBOOK COMMITTEE
300-2
00
1984
-
- REV. 1988
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 825 mm (33') INSIDE DIAMETER OR LESS. (EXCEPTION -
IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36")
TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (33") OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS
NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 900 mm
(361) 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 200 mm (8")
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINMUM OF 150 mm (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 - 900 mm (360) 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 - 914 mm (36") WITHOUT REDUCER
IS SPECIFIED REFER TO STANDARD PLAN 329.
17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING
BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES.
IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE
ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914.mm (360) WITHOUT REDUCER
630 610 mm (24") MANHOLE FRAME AND COVER
633 914 mm (36') MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
A?T :RICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
321 - 1
MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE
ID'S 825mm 33' OR SMALLER
SHEET 30F3
NOTES:
I. 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 25 mm(I")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 I: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 = 970 mm(3' -2')
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35 m(4.5').
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 300 mm(12").
-V1= 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 SPECI-
FIED, 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 80 mm(3') PIPE EMBEDMENT. ALL AROUND. WITHIN
THE CATCH BASIN WALL. AND 75 mm(3') 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 CUT-
TING 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 300 mm(12") APART. THE TOP STEP SHALL BE 175 mm(7'1 BELOW THE TOP TO THE
MANHOLE AND PROJECT 65 mm(2-1/2'1. ALL OTHER STEPS SHALL PROJECT 130 mm(5").
7. DOWELS ARE REOUIRED AT EACH CORNER AND AT 2 m(7') 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
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EOUAL
VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE
METRIC VALUES, EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED
FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
300-2
CURB OPENING CATCH BASIN
SHEET 2 OF 2
A
D D I
THESE RECORD DRAWINGS HAVE BEEN PASPRIIED,114
PART, ON THE BASIS OF INFORMATION COMPILED AND
FURNISHED BY OTHERS. THE ENG3IN:---n WILL NOT EE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS
A RESULT THEREOF.
SIERRA LAKES SPECIFIC PLAN
J:\826-1183\storm\SD04detail.dwg, 02/10/2004 04:12:32 PM, ats