HomeMy WebLinkAbout3694-11Backfill to OG
1.5 m above
FL or as
directed
by the
Engineer
4- 22 mm 0 x 300
bolts on 1.33 In be
E
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I.Im
Junctli
E
1 M
0
L n
v T
v E
0
+1
1 E 250
o TYP
-� 3-213
evenly-�
spaced
Conc
> fl I let
5-213 v230 mm-
0
0
(V
200 -
Q
LO ---
O
DIAL TWO WORKING
CD BEFORE DAYS BEFORE
GjY❑U DIG YOU DIG
TOLL FREE 1-500-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
J
PLAN
headwall
C headwall
38 mm x-184_ mm- _boor_d-_properly braced--�-_
1
A g
1
38 mm x 184 mm board properly braced
Clamp debris rack cage to
unperforated section of riser
-See Detal l A
250 mm Slots. at quarter points
around circumference, 0.8 In row
spacing, stagger alternate rows
,1�---� Connecting ring L76 mm x 76 mm x
6.4 mm shop riveted, spotwelded or
tackwelded to 1200 mm CMP
--6-�-- -a- -- Q 0.3 In Max C -C
t ►
'
ia
.tt ._ -
n n a 4
o s ►
6-213
evenly
spaced
1.3 m
SECTION A -A
CMP RISER
AND JUNCTION BOX
TYPE A
HW & pipe
(750 mm Max)
PLAN
Backfill to 1.5 m above FL or as
directed by the Engineer
f. -
FI 1 I -with--concrete
- Existing pipe
F1 II with concrete
Clamp debris rack cage to
unperforated section of riser
E See Deta1 I A
M
O
0 250 mm Slots, at quarter
E points around circumference,
0.8 m row spacing, stagger
co alternate rows
C; OG
Standard 1200 mm CMP
250
E
Cut or burn pipe
CR0
E e Grout
Concrete fi I le
SLUM B -B
CMP RISER
HW & pipe
(750 mm Max)
° 6
etrfc
Bend out to
form -opening co -- -
Cut or burn
m
I
I
0
0
N
7 -Top bars some as posts,
spotweid to end posts both sides
Spotweld each post 4 places
200 mm of 1200 mm CMP
Spotweld each post 4 places
200 mm Band coupler
FRONT VIEW
H = 22 Posts- 1.8 m or 2.4 m lengths use 50 mm pipe or
L51 mm x 51 mm x 4.8 mm (Galvanized steel or aluminum)
DEBRIS RACK CAGE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
�Ec.o �.� F.•p►w� N SF/t/ �8a SHOULD CONSTRUCTION OF REQUIRED
44 b
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
-DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE MM
CONDITIONS AND STANDARDS IN EFFECT
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
PIPE RISER WITH
DEBRIS RACK CAGE
NO SCALE
ALL DIMENSIONS ARE IN
MILLIMETERS UNLESS OTHERWISE SHOWN
-
s."AM�� RECORD DOCUMENT-
O 9
prepared
V. 00147 These Record Documents have been area
F�cp.61
band on information provided by others. The
DoiRn Professional has not verified the accuracy
-And/or completeness of this information and shall
not be responsible for any errors or omissions
is y be incorporated herein as a reE 41t
60 DTR
I
IFACE
PLATE
SCORING
LINE I
2 EXTRA 15M(o-4)
ON 2 SIDES .OF I I
MANHOLE FRAME l
AND COVER I I
CATCH BASIN 7E=MANHOLE FRAMEAND COiYER � I I
15M Q 300 mm(•40121
EACH WAY
5 mm(1/40)R
100 mm
STRUCTURAL DATA
i L:
l4')R
PUB WORKS STANDARDS INC..
GRECOMMITTEE
x
FLOW LINE
REINFORCEMENT REQUIREMENTS
75 mm
DOVIE�
REINFORCEMENT
E
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
375 mm (156) 115 mm (4 1/41)
MAX
MAX t t REQUIRED IN
c
N 1
CURB LINE
V FRONT REARBOTTOM END
YY
STEPS
1425 mm (57') 240 mm (9 1/4')
-
t
m(3.5')
MM
1.0
1650 mm (669 260 mm (10 1/45)
(41 MIN.
3.5 M021 200 mm(8.1 200 mm(81 , 1
300 mm 75 mm
2.0 m(7']
(126)MAX`! (30)R -
cl
W>.
o�
oZ
x_
�o
o►:
STEPS
llf
W
T N c"ji I I 1100 mm
C_
m
o:
DOWEL (TYP.)
PLAN
OPTIONAL SUBGRADE
B
SECTION A -A
FACE FLAIL
ASSEMBLY
STREET. GUTTER.
OR LOCAL DEPRES-
SION SURFACE
3:2
SLOPE
CONNECTOR PIPE
OR MONOLITHIC
CATCH BASIN
CONNECTION
200 mm(9')
I OMI
90°
m�
DOWEL DETAIL
E BARS -2 ABOVE a3
2 BELOW OPENING
C BARS --\ISM O 450 mm
04 0 18')
300 mm (120) MIN.
- - 75 mm (3') MIN. •Po
- `
/ A 300 mm (12') MIN. •� 0
\k -E
BARS -2, ABOVE 8<
2 BELOW OPENING�-
15M 0 450 mm 15M Q 450 MM
�\ 04 0 186) (94 0 18o)
C BARS
-/ SECTION A -A
hN
,b0
PLAN
CORNER CONNECTION
D BARS -2 ABOVE a
2 BELOW OPENING
)0 mm / 300 mm
t59 MIN. / A (128) MIN.
75 mm (31 R \ I
�\
'--15M 0 450 mm
\\ (s4 O 186)
C BARS
h
F�
PLAN
SIDE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STRUCTURAL DATA
MONOLITHIC CATCH BASIN
WALL AND SLAB DIMENSIONS AND
PUB WORKS STANDARDS INC..
GRECOMMITTEE
CONNECTION
308 - 1
REINFORCEMENT REQUIREMENTS
--
W
61200
E
of
`n
0
,_
REINFORCEMENT
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
375 mm (156) 115 mm (4 1/41)
MAX
MAX t t REQUIRED IN
mm (488) 215 mm (80)
525 mm (21') 140 mm (56)
W
V FRONT REARBOTTOM END
1350 mm (54') 240 mm (9')
675 mm (27') 140 mm (5 1/2.1
1425 mm (57') 240 mm (9 1/4')
WALL WALL _SLAB WALL
1500 mm (605) 240 mm (9 1/21)
m(3.5')
2.4 m(8') ISO mm(6') 150 mm(61
1.0
1650 mm (669 260 mm (10 1/45)
1.0
3.5 M021 200 mm(8.1 200 mm(81 , 1
m(3.5')
2.0 m(7']
1.8 m(61) 150 mm(61 150 mm[6•) #4 ® 12" D.C_
2.0 m(7']
-3.5 m(129 200-mm18') 200-mm(8')-
171,E
1.2 m(41) 150 mm(68) 150 =AW) R
4.0 m(141)
2.4 m(89 150 mm(60) 200_ _ mWel 1
3.5 m(12') 200 mm(80) 250 =4106) N
F
4.0 m(141)
1.2 m(4') 150 mm(60) 150 mm(6')0R
c
R E
a
r,
1.8 m(6') 150 rnm(6') 200 nvI C 0
=-C%j
N
E U
2.4 m(8') 200 mm(8') 200 mmd8') M I
E
E3.0
m(10') 200 mm(8') 230 mm(10') E
D
3.5 in4121 200 mm(8') 250 mm(10') , T
FOR W 9 m(28'). V 3.5 m(121) OR B 1.2 m(49 SEE PROJECT PLANS
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARDMETRIC LAN
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC,
CURB O P E N I'N G CATCH BASIN
GREENSOOK COMMITTEE
300-2
�981
REV. 19%
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
E BARS -2 ABOVE a3
2 BELOW OPENING
C BARS --\ISM O 450 mm
04 0 18')
300 mm (120) MIN.
- - 75 mm (3') MIN. •Po
- `
/ A 300 mm (12') MIN. •� 0
\k -E
BARS -2, ABOVE 8<
2 BELOW OPENING�-
15M 0 450 mm 15M Q 450 MM
�\ 04 0 186) (94 0 18o)
C BARS
-/ SECTION A -A
hN
,b0
PLAN
CORNER CONNECTION
D BARS -2 ABOVE a
2 BELOW OPENING
)0 mm / 300 mm
t59 MIN. / A (128) MIN.
75 mm (31 R \ I
�\
'--15M 0 450 mm
\\ (s4 O 186)
C BARS
h
F�
PLAN
SIDE CONNECTION
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
PROMULGATEDBYTHE
MONOLITHIC CATCH BASIN
STANDARD PLAN
METRIC
PUB WORKS STANDARDS INC..
GRECOMMITTEE
CONNECTION
308 - 1
1981
--
W
61200
E
of
`n
0
,_
PEV• 1998
SHEET 1 OF 2
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
ORIGINAL BENCHMARK
PREPARED FOR: CiTY OF FONTANA BM -361
R,,R. SPIKE iN. PP NO. 1536697E AT THE SW CORNER
CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.01., SINCE DESTROYED
8353 SIERRA AVENUE
FONTANA, CA 92335 SITE BENCHMARK
(909) 350-7610 SW CORNER, SEC. 31, TAN., R.5W., S.BM,-2" I.P.
FAX (909) -350-6618 WITH BRASS -CAP, C.S.M: AT THE 1NTERSECTION OF
BASELINE AVENUE AND AT
AVENUE.
MWATION 139116
Prepared By:
ALLARD ENGIN_EERI_NG`
Civil Engineering - Land S g- Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
4-t-dS
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
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 WEAXENED 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
BA$ IN.
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
O
EXCEEDS 8 PERCENT. IN WHICH CASE THE LONGITUDINAL SLOPE F 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(4.51).
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').
V I = 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 SOF 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(71 BELOW THE T-OP-T-0THE
MANHOLE AND PROJECT 65 mm(2-1/21. ALL OTHER STEPS SHALL PROJECT 1310 mm(50).
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m(7') ON CENTER (MAXIMUM) ALONG THE
BACKWALL.
B. 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 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
CURB OPENING CATCBASIN 300-2H
SHEET 2 OF 2
STRUCTURAL DATA
B t
C
BARS
DINE
BARS
B i
C
BARS
D9E
BARS
300 mm (12') IIS mm (46)
--
W
61200
E
of
`n
0
,_
1050 mm (428) 190 mm (7 1/21)
0
E
o
d
3:
0
DWI
375 mm (156) 115 mm (4 1/41)
1125 mm (450) 190 mm (7 3/46)
450 mm (18') 115 mm (4 I/26)
mm (488) 215 mm (80)
525 mm (21') 140 mm (56)
1275 mm (51') 215 mm (8 1/26)
600 mm (245) 140 mm (5 1/48)
1350 mm (54') 240 mm (9')
675 mm (27') 140 mm (5 1/2.1
1425 mm (57') 240 mm (9 1/4')
750 mm (30') 165 mm (6')
1500 mm (605) 240 mm (9 1/21)
825 mm (335) 165 mm (6 1/47
1575 mm (63') 260 mm (10')
900 mm (362) 165 mm (6 1/2')
1650 mm (669 260 mm (10 1/45)
975 mm (39') 190 mm (78)
1725 mm (698) 280 mm (10 3/4')
1800 mm (72') 280 mm (11')
FOR B GREATER THAN 1800 mm (721 SEE PROJECT PLAN
NOTES
I. REINFORCING STEEL SHALL BE 40 mm (1-1/21 CLEAR FROM FACE OF
CONCRETE UNLESS OTHERWISE SHOWN.
2. REINFORCING STEEL FOR INSIDE FACE OF CATCH BASIN SHALL BE CUT
AT CENTER OF OPENING AND BENT INTO WALLS OF MONOLITHIC CATCH
BASIN CONNECTION. REINFORCING STEEL FOR OUTSIDE FACE OF CATCH
BASIN SHALL BE CUT 50 mm (2') CLEAR OF OPENING.
3. CONNECTION SHALL BE PLACED MONOLITHIC WITH CATCH BASIN. THE
ROUNDED EDGE OF OUTLET SHALL BE CONSTRUCTED BY PLACING CONCRETE
WITH THE SAME CLASS OF CONCRETE AS THE CATCH BASIN AGAINST A
CURVED FORM WITH A RADIUS OF 75 mm (3').
4. CONNECTIONS SHALL BE CONSTRUCTED WHEN:
(A) PIPES INLET OR OUTLET THROUGH CORNER OF CATCH BASIN
(B) ANGLE A FOR PIPES THROUGH 750 mm (30') IN DIAMETER
IS LESS THAN 70 DEGRESS OR GREATER THAN 110 DEGREES.
5. 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 CONTRUCTION SHALL BE ENGLISH UNITS.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
308-1
MONOLITHIC CATCH BASIN CONNECTION
SHEET 2 OF 2
QRpFESS /pN CITY OF FONTANA, CALIFORNIA
���aP\° S. "A��F F2 CAPITAL IMPROVEMENT PROJECT PHASE
co � Z oRawn, BY: STORM DRAIN IMPROVEMENT PLANS SCALE:
W
No. 43976 m NCM -MAG AS NOTED
CC Exp. 6/30/05 A DESIGNED BY: APWA DEULS DATE:
* * EW MARCH, 2005
�9pe C 1 V 1 \_ oR��P CHECKED BY: APPRO
OF CAL\ F DSH
CITY ENGINEER R.C.E. 51152 3694 14
FILENAME: M:\dwg\14908\FINAL DESIGN\STORM DRAIN\PHASE I\WALNUTAVESDI i.dwg
re
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