HomeMy WebLinkAbout1128-9Rein orcing Steel
a A Tie bars
go M I
��
MEESEms.� ' �. ! OEM
��MEMOM_ .s ..� I MENS •
RoundMIN
we
Nom
ME
Spring e
INEON soon ME. 0 Mo EEC 01 RM, -R lin T
mom= =IN '411 i % F bars
limoll i -
'! �' a ', : • r'' '� e •
Al1 • s�
out
man
"mom= I (See,Note 13) 3018 Undisturbed earth) S"min
M P NINE MEMME MENEM 00 1 1
�21101: `�s� li:�@ ������s�llll a ..rs•
Ewa, MEN
•
to 3- f IL N:.
-1 T6" PLAN
Type M O.D.
0 • • ..,
M�M • No
more than one* opening shall be made in one 3eCtion of p ipe.
2. Values of A, C, and D are shown on project drawings. Elevation "R' and
MEE t t - I Line Storm Drain .6 1
0 alaunfinir , chnwn whan ra
r or reinforced
39 40 41 42 43 ' 44 3. Elevation "S" applies at inside wall of structure.
monolithic arch)
4. Breakout limits shall be determined as follows:
Upstream limit -The intersection of the outside of the spur wall with the main line
T pipe wall.
G bars
r�- T
U
21 Cradle may be omitted on side opposite lateral inlet when constructed in connection
° ,• with existing storm drain.
�-7 �8 Iq 9�
SECTION M -M
CTI7. Reinforcing steel shall be placed 11/2" clear from face of concrete, unless otherwise
s
S SHE T 10.
2 K, / �i / I 8. E and F bars shall be carried to a point not less than J distance from centerline,
e bars Downstream limit -611 downstream of the intersection of the outside of the spur
P3 0 18" wall with the main liwpipe watt -
The opening shall be rectangular and cut normal to the pipe surface without damaging
reinforcing steel. Provide- Q concrete encasenw* t' above the top of the main line pipe
to the limits of the cxabuete cradle if a joint in the main line pipe falls within the limits
T of the cradle.
5. The transverse reinforcement in pipe shall be cut at center of opening and bent Into
top and bottom slabs of spur.
6. The main line pipe shall be cradled and encased in 1:36 mix concrete, extending
longitudinally 12 beyond the limits of breakout (See Note 4)• and trarill ely a
distance of H on each side of the centerline of pipe. H= Vik 0.6. of pipe + 3 min.
%�. i J U UFA AV E
CIS- \ ,, WOODLAND DRIVE q / , v
�� SEE ST. IMP PLANS V CF Q ��� // ,(, I I '� u
ted: A
If If
Ld
II
a � N � � _. � � � � Gor�sf : _ 3 ` .. /lo'. L •� , of '
TABLE OF VAUIES FOR T
B
12
T
6
15!'
11
I 11
•1
it,
611
-2
24"
7"
27" ,
f
301 '
33"
a
71
39
,
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,
y.
1
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Rein orcing Steel
a A Tie bars
go M I
��
MEESEms.� ' �. ! OEM
��MEMOM_ .s ..� I MENS •
RoundMIN
we
Nom
ME
Spring e
INEON soon ME. 0 Mo EEC 01 RM, -R lin T
mom= =IN '411 i % F bars
limoll i -
'! �' a ', : • r'' '� e •
Al1 • s�
out
man
"mom= I (See,Note 13) 3018 Undisturbed earth) S"min
M P NINE MEMME MENEM 00 1 1
�21101: `�s� li:�@ ������s�llll a ..rs•
Ewa, MEN
•
to 3- f IL N:.
-1 T6" PLAN
Type M O.D.
0 • • ..,
M�M • No
more than one* opening shall be made in one 3eCtion of p ipe.
2. Values of A, C, and D are shown on project drawings. Elevation "R' and
MEE t t - I Line Storm Drain .6 1
0 alaunfinir , chnwn whan ra
r or reinforced
39 40 41 42 43 ' 44 3. Elevation "S" applies at inside wall of structure.
monolithic arch)
4. Breakout limits shall be determined as follows:
Upstream limit -The intersection of the outside of the spur wall with the main line
T pipe wall.
G bars
r�- T
U
21 Cradle may be omitted on side opposite lateral inlet when constructed in connection
° ,• with existing storm drain.
�-7 �8 Iq 9�
SECTION M -M
CTI7. Reinforcing steel shall be placed 11/2" clear from face of concrete, unless otherwise
s
S SHE T 10.
2 K, / �i / I 8. E and F bars shall be carried to a point not less than J distance from centerline,
e bars Downstream limit -611 downstream of the intersection of the outside of the spur
P3 0 18" wall with the main liwpipe watt -
The opening shall be rectangular and cut normal to the pipe surface without damaging
reinforcing steel. Provide- Q concrete encasenw* t' above the top of the main line pipe
to the limits of the cxabuete cradle if a joint in the main line pipe falls within the limits
T of the cradle.
5. The transverse reinforcement in pipe shall be cut at center of opening and bent Into
top and bottom slabs of spur.
6. The main line pipe shall be cradled and encased in 1:36 mix concrete, extending
longitudinally 12 beyond the limits of breakout (See Note 4)• and trarill ely a
distance of H on each side of the centerline of pipe. H= Vik 0.6. of pipe + 3 min.
%�. i J U UFA AV E
CIS- \ ,, WOODLAND DRIVE q / , v
�� SEE ST. IMP PLANS V CF Q ��� // ,(, I I '� u
ted: A
If If
Ld
II
a � N � � _. � � � � Gor�sf : _ 3 ` .. /lo'. L •� , of '
TABLE OF VAUIES FOR T
B
12
T
6
15!'
11
I 11
•1
it,
611
-2
24"
7"
27" ,
f
301 '
33"
36'11
71
39
J= 02D+6 .
9. Deleted
10. Floor of structure shall be steel troweled to spring line.
11. When Junction Structure Type M is specified with reinforced monolithic arch storm
drain, value D shall refer to the clear span of the arch.
Reinforcing steel shall be cut and bent into Junction Structure in the some manner as
for pipe. Concrete cradle under reinforced monolithic arch is not required.
12. Inlet pipe shall enter main line radially when elevations "W -and "S" are not shown qn
project drawings: When inlet pipe enters- main line other than radially, elevation "S'
shalt be- shown ons project drawings and inlet pipe shall be laid on,astraight grade
from elevation ' S to catch basin or grade break m line. Elevotion IR shall be shown
on project drawings only when stub is to be provided in main line for future inlet pipe.
13. Stations specified on drawings apply at the intersection of centerlines of main line• and '
laterals, except that stations for catch basin connector pipe apply at inside of structure:
14. Junction Structure Type M shall not be used when asbestos cement pipe is used for
main linea
ro _. ____ / \ 15. Junction Structure Type S shall be used only when sufficient means of access is
available 'for storm drain maintenance. i
00 ,... .: dR �,...... ______�:...,- ------ — --- JUNCTION STRUCTURE TYPE ]Z"
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consulting engineers / architects
118 AIRPORT DRIVE SUITE 212 (714)824-5580
SAN BERNARDINO CALIFORNIA 92408
' �y McLu7lkarc la �eylo_O PIROIR 40 �C'P,41/6'.fliYl�it/T Approved
v� --z - Co. Coca o
•=-• 5� ���/N 5vC• f 8 r U .4 �� 9b '` Wesley Hyl n .C.E. 11251 Date
t �fZ3/# Ae;llkd C. 0, 2044 //on r ,0701e i lWa� 01701 on . 3 ,�
REV. DATE DESCRIPTION APP.
x
L
�
CITY OF FONTANA,. CALIFORNIA
PUBLIC WORKS- DEPARTMENT
Drawn by: SOUTHRIDGE VILLAGE Scale;. en .
t2 a fps N�_T
Traced: by: I STORM DRAIN PLANS .. Date
�M. BANANA AVESY8TI.M
Checked by: / r Dwg. No..
Approved:
J•T• J, CITY . ENGINEER R. ) �2$