HomeMy WebLinkAbout3519-2See Note 9
45 Dia t
C.
20 mm ( 3/4 ' > ' c' ba B' �' b' � bars b' bar ' c' bars
Min fillets ' e' bars,
See Note 5 -�I 150 Mm (6')
Optional Const t ' a'U bars, - -E ' a' bars,
See Note 4. • • • E% See Note 6
•20
£ 0' nm
7l L
a' bars Min nfillet£ ,. Spa i In
C =- 6' 1 Opt i on
a t Const ---f£ �,
13M (#4) # 3M(#4)' d' bars 0 25 S o -� Spacing
£ 0 0. 25 S d' bar or M "
r # 3M (#4) @ 450 mm ( 18') Max See Note 7
o =y f or cover over 3. 0 M ( 10') 1 ' r ROOF SECTI ❑ N
#IOM (#4) #13M (#49 #13M C#4), SPANS 3050 mm THRU 4270 mm
@ 450 ( In,% Total 3
FLAI INVLKI
Span, S
= Slope 1 :
(6:
Invert
s Elev
S/4 11 RCB
V INVERT
See Note 7 I , riri
RCB I #13M (#4) @ < 10' THRU 14') ALTERNATIVE INVERTS
#13M (#4� ' e'� 01 4 I 450 mm ( 18') Max 50 rnrn (2') ( Invert similar)
450 MMC 18' Dia lap bars, CL RCB 50 MM (2') Cir Typ
50 min (2') C lr See Note 4. C lr Ty NOTES
Alternative Const Alternatly •
Const it Const Jt 150 mm 'b' bars 1.For boxes with span or height less than any of those shown
'a'C� bars, (6'31 r c in table, use next greater size box concrete dimensions and
See Note 4. u . reinforcement. Make necessary changes in bar lengths and
� 50 rl� Const J C5 quantities.
' a' bars -1-1.#13M (#4) c ra
• , 2.Quantities are approximate and for design purposes only.
C3
#13M (#4) - 450#13Mmr1#() 18) '-� • • vai ' c' bars 3. For boxes with span or height or cover greater than those
Max Typ ,B, i shown in tables, a special design is required.
r _I
Tz 1/2 Span (_ 'C' I See Note�S 4.It is permissable to eliminate the 180° hooks on every other
bar .
1/2 San T2
TYPICAL SECTION TYPICAL SECTI❑N
WALL SECTION 5w(e10 ars14rg at half spacing, spans 3050 mm - 4270 mm
l.
SPANS 3050 mm THRU 4270 l�rn s"a" bars ar at half spacing, spans 3050 mm - 4270 mm
SPANS 1220 mm THRU 2440 r�r� SPANS 3050 mm THRU 4270 r�r� 6."a"
10' - 14'l I
( 4' THRU 8' )
( 10' THRU 14' )
CALTRANS STD. D -80A
C 10' THRU 14') on y.
7.Provide paving notch when top is exposed and when
pavement is portland cement concrete, and adjust quantities.
8.For design and details not shown, see Standard Plan D82.
9.For exposed t p, provide„#13M (#4) @ 450 mm ( 18") each
way, 600 mm o(2 ) lap c cars of full span and adjust.
SPAN
2440 mm (8')
HEIGHT
1220 mm (4')
1520 mm (5')
1830 mm (6')
2135 mm (7')
2440 mm (8')
4270 mm
3.0 m
6.O
3.0 m
6.O�m
3.0 m
6.0 m
3.0 m
6.O�m
3.0 m
6.0 m
Maximum Earth Cover
10
fm
20
10
20
10
20
10
20
10
20
513
Roof T1
215 mm
240 mm
215 mm
240 mm
215 mm
255 mm
215 mm
255 mm
215 mm
255 mm
90)
27
E.A.
8 1/2
9 1/2
8 1/2
9 1/2
8 1 2
10
8 1/2
10
8 1/2
10
Conc
Walls T2
150 mm
180 mm
165 mm
190 mm
180 mm
215 mm
205 mm
240 mm
215 mm
"
270 mm
30
L.F.
6"
7"
612"
712"
7"
812"
8"
912"
81/2
1012"
Invert T3
205 mm
ff
240 mm
))
205 mm
»
255 mm
»
205 mm
»
255 mm
»
205 mm
»
255 mm
»
205 mm
»
255 mm
»
8
9 1 2
8
10
8
10
8
10
8
10
Spacing
150 mm
125 mm
150 mm
125 mm
150 mm
1 15 mm
"
150 mm
125 mm
150 mm
1 15 mm
"
6"
5"
6"
5"
6"
4 1/2
6"
5"
6"
4 1/2
Rein
a
Size Bar
22M #7
22M #7
22M #7
22M #7
22M 7
22M #7
22M 7
22M 7
22M #7
22M 7
e
Size Bar
16M 5
16M 5
16M 5
19M 6
19M 6
19M 6
19M 6
22M 7
22M 7
22M 7
1.52 m
1.77 m
1.66 m m
1.96 m m
1.81 m
2.24 m3/m
2.05 m m
2.50 m m
2.24m m
2.80 m m
Concrete
16.4CF LF
19. CF LF
17.9CF LF
21.lCF LF
19.5CF LF
24.lCF LF
22.1CF LF
26.9CF LF
24.lCF LF
30.1CF LF
Quan-
183 kg/m
225 kg/m)
195 kg/m
254 kg/m
204 kg/m
295 kg/m
238 kg/m
320 kg/m
286 kg/m
375 kg/m
tites
Reinforcement
123L6 LF
151LB LF
131LB LF
171LB LF
137L6 LF
198LB LF
160LB LF
215LB LF
192L6 LF
252LB LF
* See Note 5
** See Note 6
"d" bars, for earth covers up to and including 3.0 m (10')
Span
1220 mm 1520 mm
1830 mm
2135 mm
2440 mm
3050 mm
3660 mm
4270 mm
CONSTRUCT 30" RCP (D -LOAD PER PROFILE)
(4') (5')
(6')
(7')
(8')
(10')
(12')
(14')
Number
7 8
9
10
1 1
12
15
20
CALTRANS STD. D -80B
5' RCB PER CALTRANS STD. D -80A
4'
CV
#4 0 12" (TYP)�
EXISTING ( '-84"-102".
84"-102" RCP
RCP
C, (� #4 CIRCULAR TIES
SEE NOTE 1
REINFORCED CONCRETE COLLAR
SCALE: NTS
NOTE 1:
WHERE THE SPACE BETWEEN THE PIPE EXTREMITIES
EXCEEDS 2 1/2 INCHES, THE NUMBER OF CIRCULAR
TIES SHALL BE INCREASED TO MAINTAIN A MAXIMUM
SPACING OF 6 INCHES CENTER TO CENTER. CIRCULAR
TIES SHALL HAVE A DIAMETER 5 INCHES GREATER
THAN THE OUTSIDE DIAMETER OF THE LARGER PIPE.
PIPE DIAMETER
SPACE BETWEEN
PIPE EXTREMITIES
NO. OF
CIRCULAR TIES
102"
2 1/2" OR LESS
4
84"
2 1/2" OR LESS
4
REINFORCED C
Q O REV.
DIAL TWO WORKING
BEFORE ����� DAYS BEFORE
YOU DIG Y❑U DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0
a
11111,11111111111 OQ�pFESSIONq`
C. yfc Fy�i
C13
UJ No.63494 =0
Exp. Sept. 30, 2008 •
MA THEW C. HICKS
s clvi� ��� RCE NO. 63494 EXP. 09-3008
OF CA I
DATE:
5'I5.5
W
OW 13
+ .t . 0
A.� _ y _ _ "' ____ _ ww . _ _ "A
FRCP OF?C C ARC
f2C AARCH*I H.
a
CL
1-4 P LAN ARCH MAY HAVE A HORSESHOE -
SHAPED. CIRCULAR, ELLIPTICAL
[d 4 cOR SIMILAR CROSS SECTION
CL d
12 11 T I
P. SE NOTE
PROMULCATE0 By THf'
PUBLIC WORKS STANDARDS ]Nr-,,
GREENSOOK COMMITTEE
1982
REV, 19" E
STEEL PATTERN SHO IS
PICTORIAL ONL1E". SEENOTE
2 AND 7
--OPTIONAL oNSTRUCTIONRCB OR
AROR
e RCP
O - O. ARCH.
_. ARCH., USE Oti$T
JOINT OF RCS
A
STRUCTURE �,Y, rLA
RC137f0 PIPE 342
sHE
CONSTRUCTION NOTES & QUANTITY ESTIMATE
NO.
ITEM TO BE CONSTRUCTED OR INSTALLED
QUANTITY
UNIT
11
CONSTRUCT 24" RCP (D -LOAD PER PROFILE)
1151
L.F.
14
CONSTRUCT 30" RCP (D -LOAD PER PROFILE)
667
L.F.
16
CONSTRUCT 36" RCP (D -LOAD PER PROFILE)
518
L.F.
18
CONSTRUCT 42" RCP (D -LOAD PER PROFILE)
729
L.F.
32
CONSTRUCT 84" RCP (D -LOAD PER PROFILE)
558
L.F.
35
CONSTRUCT 90" RCP (D -LOAD PER PROFILE)
537
L.F.
36
CONSTRUCT 96" RCP (D -LOAD PER PROFILE)
513
L.F.
37
CONSTRUCT 102" RCP (D -LOAD PER PROFILE)
203
L.F.
41
CONSTRUCT CURB OPENING CATCH BASIN PER APWA
STD PLAN 300-2 SHOWN ON SHEET 3. STRUCTURAL DATA MODIFIED AS SHOWN.
27
E.A.
42
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 320-1 SHOWN ON SHEET 3
5
E.A.
43
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 321-1 SHOWN ON SHEET 3
5
E.A.
44
CONSTRUCT MANHOLE PIPE TO PIPE PER APWA
STD PLAN 322-1 SHOWN ON SHEET 4
4
E.A.
45
CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE
PER APWA STD PLAN 332-1 CASE 1 SHOWN ON SHEET 4
9
E.A.
46
CONSTRUCT CONCRETE COLLAR PER DETAIL HEREON
3
E.A.
47
CONSTRUCT TRANSITION STRUCTURE 102" RCP TO RCB PER APWA
STD PLAN 342-1 SHOWN HEREON
30
L.F.
48
CONSTRUCT 5' RCB PER CALTRANS STD. D -80A & D -80B
5
L.F.
49
CONSTRUCT JUNCTION STRUCTURE PER APWA
STD PLAN 331-2 SHOWN ON SHEET 4
1
E.A.
}
JI
REVISION DESCRIPTION DATE ENGR. CITY DATE J7= PLANNING 0 DESIGN ® CONSTRUCTION CITY OF
FO ®, ' CALIFORNIA L'FOR'
Q 3536 CONCOURS, SUITE 220
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT �p w G � � ONTARIO, CALIFORNIA 91764-5592 STORMDRAIN IMPROVEMENT EIS T PLANS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL�pfESSIpN9l 'sf� �y� ® ® ® 909.581.0196 FAX 909.581.0192 www.RBF.com
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER , �� �' DRAWN BY: DETAILS SHEET SCALE:NTS �
C -D 63494
CONSULTING J. S.
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS E p. 9/30/06 JOB NUMBER
' PREPARED DE E E VI 0 F: DESIGNED BY: TRA 1649 -1 Q
TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND sl VI� �� 15-100634
STANDARDS IN EFFECT. 9Tf �F A�1E��� DATE: �'�- J. PP VED B DRAWING NO. 2 Q
RECORD DRAWING 04�Dg 5 �1 !a CHECKED B RI ARDO SANDO L R.C. 51152 DATE:
MATT W C. ICKS RCE N0. 63494 EXP. 09-30-06 R.J. 3519 12 _