HomeMy WebLinkAbout2701-44 MAIN LINE RCP OR
REINFORCED MONOLITHIC
ARCH. SEE NOTE 2 c4
J
SEE NOTE I
H H
BO No (31 MIN. 0I
LLIi C LATERAL/
+ CONNECTOR PIPE
ELIG BARa I
ROUND I 6 SM O 150 mm
OUE
TO 75 mm ,Jc \,50� l•4 O 61) OC
U J W �= Zt 113•) R \�
W0 1-00 IOM 0450 mm
S z (03 OR •4 O 181
u W 0w Q
In 0 I i OC TIE BARS
Z N W
E AND F BARS
0 it 15M O 75 mm
_ (15 O 3'1 OC.
SEE NOTE 8
�u
- STA. POINT TABLE OF
CONNECTOR PIPE
80 mm SEE NOTE 3 VALUES FOR T
(3.1 MIN.
STA. POINT B T
LATERAL
SEE NOTE 3 300 mm 112'1 130 mm (5')
PLAN 375 mm (1s) 130 mm IS-)
450 mm 015') 130 mm IS-)
525 mm (21.) 130 mm IS)
SPUR ION 0 450 mm 600 mm (24.1 140 Im, 1S 1/2•)
(03 OR H 0 18') 675 mm (27.1 140 mm IS 1/2•)
OC TIE BAR 750 mm ISO•) ISO mm I6•)
mm
REINFORCING STEEL G BARS ISM O ISO 1 (.4 0 6'1 OC i..-1 90 IM (36.1 170 mm 16 1/2.1
-J----1" 900 mm 136'1 170 mn l8 1/2'1
BO mm l3'1 MIN. / � 975 w (391 180 mm iT)
b SPRING /� \ iv LINE ( o : _ 130 mm ls.,TIE BARS
ROUND O�ELEy. R0 8 mm5M 1.00 G BARS
F BMS ISM V5)
\'O 75 mm (3•) OCUNDISTURBED CONCRETE CRADLE,
EARTH H H 263-C-14 (450-C-2000).
SEE NOTE 9
SECTION Z -Z SECTION M -M
AMERICAN PUBLIC WORKS ASSOCIATION •SOUTHERN CALIFORNIA CHAPTER
PROMULGRTEL BY THE
JUNCTION STRUCTURE -PIPE TO PIPE INLET ST�,D�4� `""
"GaGC ���AHaRGSINC
GFEENBODN COMMITTEE ID> 600 mm (24!')
24») OR ID> 1/2 MAIN LINE ID 331 -2
,YB. -
°�
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS
NOTES
I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN I/2 THE INSIDE DIAMETER D OF THE
MAIN LINE OR WHEN THE INSIDE DIAMETER 8 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 ARCM 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 ELEVATION S 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 (12') 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 (I I/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 + 130 mm (6•)
OF2
SHEET t OF 2
CONSTRUCTION
.
II. 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
JUNCTION STRUCTURE — PIPE TO PIPE INLET METRI-C
331 2
ID > 600 mm 24" OR > 112 MAIN LINE ID SHEET 2
jL
OF2
RECORD DRAWING
?he information on this drawing is obtained from otf+ers and
must he verified in the Feld by anyone prior to use or
construction. HALL b FOREMAN, INC. is not responsible for
-d,rground facility locations or depictions. All above ground
scisaies can be readily seen and verified by the parEies tha
.,+„-
I M I,�w oamA
m Added 'Rc<ord pi4-;� D + RQ 9-0� YP'/ 003/0
�P00FESS/o�■■■r Hrdl & Foreman, Inc.
C-1 ■■r I Civil Engineering • Planning •Surveying • Public Works
No. 24573
Exp. 12/31/01 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 (909) 982-7777
*
PREPARED UNDER THE SUPERVISION OF:
sq clvl� 4 27
-99
APPR'ENGS. DATE APPRnVAI 1
I7Y DATE SOF CAL�F�� RICHARD L. BOWMAN R.C.E. 24573 DATE:
I
REVISIONS nVA
CITY OF FONTANA, CALIFORNIA
)RAWN BY STORM DRAIN PLANS SCALE:
E.O. /HYO/JDRAIN IM
)ESIGNED BY DETAIL SHEET HORIZ: 1” = 40'
VERT: 1" = 4'
E.O. & EMR FOR
:NECKED BY DATE:
A.G. & R.B. TRACT NO. 15957 5 —6 10/23/98
JOB N0. G✓�t..Gle ¢� �� DR. N0. SH T. N0.
5195 APPROVED
CITY ENGINEER
R.C.E. 25126 2701 4 OF 4