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11
RTXM
A (USE STANDARD PLAN 333
IF A IS LESS THAN 450)
c
0+00
_Y
8 BARS 20M 9 100 mm (@G'* 4s1 OC.
ELEVATION. 1428.6090
THROUGH 42, INCLUSIVE, OF SURVEY, RECORDS OF
NT
SAN BERNARDINO COUf.
DATE
LENGTH ='D+1.0 In (31-0
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED 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
ISM 0 150 mm (05 0 6.1 OC
OUTLET SEE
ON
C
BARS THAT FALL OVER S1 LS,
STANDARD CATCH
BASIN PLANS
15M (05)
a«
CATCH BASIN FLOOR
I5M (®51
PLAN
BURN OR CUT PIPE TO SURFACE
OF CONCRETE. ROUND EDGES OF
1. USE JUNCTION STRUCTURE PER STANDARD PLAN 533 INSTEAD OF
CONC. PIPE OR RCP
13M 9 100 mm 0
(1 0 41) OC CK
ww
15M 0 100 1 05 0 41)
.(051
CONC. PIPE OR RCP-:!
15M (05)
ISM
CONC. PIPE, 13 68 03)
0.
0 ty
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
RCP OR CSP 151W 0 ISO
Al BY,
Date : 61, (3, 0 7- CHECKED BY: DRAIMNG NO.:
THAN HAN 0E SECTION OF ASEMENT WHEN MORE
TPIPE
DIAMETER OF INLET PIPE EXCEEDS T50 mm (300).
mm
6.) 0 C
2,
CONC. PIPE,
6 1 im -
(24.) L 0 tN4
rSEE NOTE 3
RCP OR CSP
9-30-05 � ATS
RCE 62183 EXPI a 3210
ELEv-s ELEV.3
b. TOP OF PIPE IS LESS THAN 300 mm (12") BELOW SOFFIT OF BOX.
RC BEAM
Dj
15M (65) _s=
BEDDING FOR
SUPPORT
'300 mm 0 (12.)
INLET PIPE
15M 0 100 mm 40 mm
RC BOX
13M 0 100 m
(05 0 4) OC
(
05 0411 OC®p450
NOTE,
mm (18') MIN.
i COLUMN SUPPORT -
BACKFILL WITH
UNDISTURBED EARTH
WHEN CATCH BASIN FALLS
265 Ill MPa (450-
UNCOMPACTED BACKFILL
B BARS
0-20001 CONCRETE:
m OR COMPACT SOIL TO
ON TOP OF BOX, THE
15M 0 100 Ill
05 0 41) OC
.11.0
113*_09 RELATIVE DENSITY
MAX.
CASE I SECTION A—A
REQUIRED BY THE
CASE 2SPECIFICATIONS
BEAM SUPPORT COLUMN SUPPORT
D a 750 mm (30') MAX, 0
6750 mm (30®1 MAX.
THROUGH FLOOR OF CATCH
BASIN AND TOP SLAB, OF BOX,
00
60 mm 134 Of>
80 1 (31)
THE TOP OF PIPE IS MORE THAN 300 mm (120) BELOW SOFFIT OF BOX.
MINIMUM BEARING
4. LATERALS OR CONNECTOR PIPES 600 mm (24') OR LESS IN DIAMETER'
SHALL BE NOT MORE THAN 1.5 m (51 ABOVE THE INVERT.
SURFACE OD/2
,MINIMUM BEARING
LATERALS OR CONNECTOR PIPES 675 mm (279 OR LARGER IN DIAMETER
8 BARS
SURFACE m 00/2
SHALL BE NOT MORE THAN 450 mm (1 80) ABOVE THE INVERT, WITH THE
0
15M (051
EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 15 m (5O®)
15M 0 150 mm
i
A &
4
OD+f50 mm (6a
(05 0 61) OC
IN LENGTH SHALL BE NOT MORE THAN 1.5 im (5') ABOVE THE INVERT,
OD
SECTION C—C
SECTION B—B
7 _J_
7�7
71
. . . . . . . . . .
0+00
0+00
8 BARS 20M 9 100 mm (@G'* 4s1 OC.
ELEVATION. 1428.6090
THROUGH 42, INCLUSIVE, OF SURVEY, RECORDS OF
NT
SAN BERNARDINO COUf.
DATE
LENGTH ='D+1.0 In (31-0
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED 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
PLACED UNDER CUT BAR$ AND f -FOR
ON TOP OF UNCUT BARS, OMIT
OUTLET SEE
BARS THAT FALL OVER S1 LS,
STANDARD CATCH
BASIN PLANS
CATCH BASIN FLOOR
1. USE JUNCTION STRUCTURE PER STANDARD PLAN 533 INSTEAD OF
THIS JUNCTION STRUCTURE UNDER ANY ONE OF THE FOLLOWING
CONC. PIPE OR RCP-:!
265 Ko -C-14 MPa 1450-
CONDITIONS:
C-20001 CONCRETE EN -
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
0
Al BY,
Date : 61, (3, 0 7- CHECKED BY: DRAIMNG NO.:
THAN HAN 0E SECTION OF ASEMENT WHEN MORE
TPIPE
DIAMETER OF INLET PIPE EXCEEDS T50 mm (300).
2,
1 SNUSED
STANDARDS IN EFFECT.
9-30-05 � ATS
RCE 62183 EXPI a 3210
b. TOP OF PIPE IS LESS THAN 300 mm (12") BELOW SOFFIT OF BOX.
Dj
�D
c. FLOW LINE OF PIPE IS LESS THAN 225 mm (13") ABOVE FLOOR OF
RC BOX
THE BOX AT INSIDE FACE.
5 BARS
NOTE,
d. ANGLE A IS LESS THAN 450.
WHEN CATCH BASIN FALLS
B BARS
ON TOP OF BOX, THE
2. ALL CSP AND FITTINGS SHALL BE GALVANIZED.
OPENING MAY BE FORMED
CASE
THROUGH FLOOR OF CATCH
BASIN AND TOP SLAB, OF BOX,
3. ELEVATION S SHALL BE SPECIFIED ON PROJECT DRAWINGS ONLY IF
OP SLAB ENT
TRANCE
THE TOP OF PIPE IS MORE THAN 300 mm (120) BELOW SOFFIT OF BOX.
D 750 mwm (300) MAX-
4. LATERALS OR CONNECTOR PIPES 600 mm (24') OR LESS IN DIAMETER'
SHALL BE NOT MORE THAN 1.5 m (51 ABOVE THE INVERT.
LATERALS OR CONNECTOR PIPES 675 mm (279 OR LARGER IN DIAMETER
8 BARS
SHALL BE NOT MORE THAN 450 mm (1 80) ABOVE THE INVERT, WITH THE
EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 15 m (5O®)
i
A;—,
4
T
IN LENGTH SHALL BE NOT MORE THAN 1.5 im (5') ABOVE THE INVERT,
5. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
�
""-B BARS
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
7
CUT BARS 50 1 (21)
SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION
CLEAR OF OPENING
SHALL BE ENGLISH UNITS.
15M 0 100 mm
(05 0 4*1 OC To BE
PLACED 50 mm (20)
'CLEAR OF HOLE
SEOTrj,,ON D—D
0
ORDIDRAWING
E-4
F
THESE REC PR PARED iD DRAWMW HAVE BEEN
W
'ORMATKW COMP'LF-D ANDPART, ONTHE BASIS 1
OF W
13, THE ENGINEER WILL NOT BE
FU RN ISHED By GTHER1
z
AMERICAN PUBLIC WORKS ASSOCIATION SOUTHERN CALIFORNIA CHAPTER- STANDARD PLAN
RES NSI MR ANY ERRORS OR OMISSIONS WHIGH
NCTIou s—TRu v . ... ...
:i ili jil3 U
mEm tic
HAVE BEE N INCORPORAIIED INTO THE DOCUMEWS AS
INLET ID:5 750 mm
34-1
A RESULT THEREOF.
SHEET 2 OF 3
BENCH MARK: 8-17 CALTRANS
BASIS OF BEARINGS:
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA -CHAPTER
I STANDARTRIDCPLAN
ME
THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE
JUNCTION STRUCTURE — PIPE TO RCB
334-1
BRASS CAP IN CONCRETE S.C.E.
OF THE NORTHEAST QUARTER OF SECTION 26. TOWNSHIP 1,
INLET ID < 760 mm
SHEET 3 OF $
TOWER Li N/O HIGHLAND
AVE_ 0.20 MI. WSAN SEVAINE RD.,
NORTH, RANGE 6 WEST SAN BERNARDINO MERIDIAN SHOWN' A'
2.65 MW. ALONG Hi LO HIGHLAND AVE_
FROM SIERRA AVE
N 59'37'36" W ON A MAP FILED IN BOOK 88 PAGES 36
NOT TO SCALE
ELEVATION. 1428.6090
THROUGH 42, INCLUSIVE, OF SURVEY, RECORDS OF
NT
SAN BERNARDINO COUf.
DATE
ENGR,
CITY
DATE
SHOULD CONSTRUCTION OF THE REQUIRED 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
MA
<z (ANS
N 5 21 3 �"
4.1 A
o.
Expi 9-30-05
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF PQ
MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT PL
BY.
10601 CHURCH STREET , STE. 107 DkAVIN DJ SUMMIT AVENUE SCALE: AS SHOWN
RANCHO CUCAMONGA, CA 91730
PHONE (909) 948-1311 DESIGNED BY: MPSD IME B — PHASE I DATE:
LP/ATS SAN--PUAM RPAD TO E/O BEECH AWIM MAR,2002
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
A
Al BY,
Date : 61, (3, 0 7- CHECKED BY: DRAIMNG NO.:
STANDARDS IN EFFECT.
9-30-05 � ATS
RCE 62183 EXPI a 3210