HomeMy WebLinkAbout2740-50
N
U
`o
m
0
0
0
a
BOX SIZE
15-6"x8'
MAX. .
BOX SECTION
•
TRANSITION
46+20.00^
46+52.00
DESIGN
COVER
8'-0"
WIDTH
W
15'-6" MAX.
HEIGHT
H
8'-0"
TOP SLAB THICKNESS
T1
15 3/4"
SIDE WALL THICKNESS
T2
12"
CENTER WALL THICKNESS
T4
12"
BOTTOM SLAB THICKNESS
T3
17 1 4"
CONCRETE COVER (2" min.)
Y
2"
B
BARS
BAR SIZE & SPACING
B1 BAR
#4 @ 12"
LENGTH
33'-9"
B1
BARS
BAR SIZE & SPACING
#9 @ 12
LENGTH
33)-9))
C
BARS
BAR SIZE & SPACING
#4 @ 9"
HORIZ. LENGTH
5-11"
VERT. LENGTH
8'-9"
Cl
BARS
BAR SIZE & SPACING
#4 @ 9"
HORIZ. LENGTH
2'-8"
VERT. LENGTH
4'-5"
C2
BARS
BAR SIZE & SPACING
2"
#4 @ 9"
HORIZ. LENGTH
5'-11"
VERT. LENGTH
2 '-10"
C3
BARS
BAR SIZE. &SPACING
4 @ 9"
HORIZ. LENGTH
2'-3"
VERT. LENGTH
2'-9"
D
BARS
BAR SIZE & SPACING
#4 @ 18"
VERT LENGTH
10'-6"
F
BARS
BAR SIZE & SPACING
#4 @ 12"
LENGTH
33'-9"
F1
BARS
BAR SIZE & SPACING
#9 @ 12"
LENGTH
33'-9"
G
BARS
BAR SIZE & SPACING
#6 @ 9"
LENGTH
24'—.3"
G1
BARS
BAR SIZE & SPACING
#8 @ 9"
LENGTH
7'-4"
H
BARS
BAR SIZE & SPACING
• •
#6 @ 9"
LENGTH
24'-3"
H1
BARS
BAR SIZE & SPACING
#8 @ 9"
LENGTH
7'-6"
CONS"TRUCTION NOTES
CONSTRUCTION LOADS:
STRUTTING REQUIRED AS SHOWN ON STANDARD PLAN D88.*
STRUTTING MAY BE REQUIRED ON CULVERT EXTENSION WHEN
EXISTING PARAPET IS REMOVED.
EXPANSION JOINTS:
INVERT:
NO EXPANSION JOINTS SHALL BE PERMITTED.
ROOF AND WALLS:
WHEN COVER IS LESS THAN SPAN LENGTH–
PLACE 1/2" EXPANSION JOINT FILLER AT 30' CONTERS OUTSIDE
THE PAVED ROADWAY LANES AND PLACE BRIDGE DETAIL
3-2, STANDARD PLAN BO -3 AT 30' CENTERS UNDER PAVED
ROADWAY LANES.
WHEN COVER IS MORE THAN SPAN LENGTH–
PLACE 1/2" EXPANSION JOINT FILLER AT 30' CENTERS AND
ADDITIONAL 1/2" EXPANSION JOINTS AT LOCATIONS OF CHANGE
IN FOUNDATION CHARACTER, AS DIRECTED BY ENGINEER.
CONSTRUCTION JOINTS:
TEMPORARY JOINTS MAY BE PERMITTED IF NORMAL (OR RADIAL) TO
CENTER OF RCB. OTHERWISE, THE CONTRACTOR IS TO SUBMIT A
PROPOSAL FOR CONSIDERATION.
CUTOFF WALLS:
4' CUTOFF WALLS ARE TO BE PROVIDED AT INLET AND/OR OUTLET
UNLESS ADJACENT CHANNEL IS LINED AND UNLESS OTHERWISE SHOWN.
THESE WALLS ARE TO BE EXTENDED IF SCOUR CONDITIONS WARRANT.
EARTH WORK:
SEE STANDARD PLAN A62E
BACKFILL:
SEE STANDARD SPECIFICATIONS, EXCEPT THAT THE DIFFERENCE
IN LEVEL OF BACKFILL (AGAINST OUTSIDE WALLS) SHALL NOT EXCEED 2'.
* CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS ARE TO BE
USED IN CONJUCTION WITH THIS PLAN.
4� INSTALL MANHOLE PER APWA STD. PLAN 323, 324 & 630, AS SHOWN ON SHEET 6
ALL LONGITUDINAL BARS
SHALL BE #4 ® 18" O.C.
EXCEPT BOTTOM FACE
OF TOP SLAB WHEN
DISTRIBUTION REINFORCEMENT
IS REQUIRED.
2"
32'-0"
LONGITUDINAL BARS LONGITUDINAL BARS O O
EQUALLY SPACED EQUALLY SPACED O
G1 BAR::: BAIL +
G BAR 3„ 3„ G BAR 4018"0.2" (D +
04 n
#4 0 18' H BAR
N H 1 BAR
#4 0 18"
T2 W
H BAR N
��Hj BAR
#4 0 18"
T4 W
T2
TYPICAL SYMMETRICAL DOUBLE R.C. BOX SECTION
NOT TO SCALE
Q D
0
:DAL TWO WORKING
FORE DAYS' BEF❑RE
U DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
4—#5 PARALLEI
TO WALL
5012"o. c. —
CENTER TO W/
ADDITIONAL BA'
CONSTRUCTION
JOINT
CONSTRUCTIO1
JOINT
t5@1 2"o.c. —
CENTER TO Wi
ADDITIONAL BA
4—#5 PARALLE
TO WALL
REV. REVISION DESCRIPTION DATE I ENGR. I CITY
A CHANGED SHEET NUMBERING TO 20 IL, t&
C1 BAR
OPTIONAL
CONST. JOINT
— C BAR
C3 BARS
— C2 BARS
^
CLOSURESEE 4�1
TRANSITION STRUCTURE
O BETWEEN STA 46+20 8c STA 46+52 O
1/8 " - 1'-0"
,ITION STRUCTURE
)RCED PER
)ULE
2,—O„
vi
,n z
DOWELS TO
FCH WALL
TICAL BARS
APORARY WALL
0 18"o. c.
V. E. F.
DOWELS TO
kTCH WALL
RTICAL BARS
DETAIL 4
NOT TO SCALE.
DATE
.,D 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
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
EXISTING
CONSTRUCTION
PLACE A 1/2" EXPANSION
JOINT A MAX OF 2 TIMES
SPAN OR HEIGHT
NEW
CONSTRUCTION
PLACE A 1,/2"
EXP. JOINT
REMOVE CONC PARALLEL TO
PARAPET & SPLICE TO EXIST'G
1'-0" LONGIT REBAR IN ALL MEMBERS
CULVERT EXTENSION
NOT TO SCALE
AUC_T
Prepared Under The Supervision Of
STOPIM MRI l I
.+, DRARN BY: SCALE:
�qOa 33052LFB, ERsymuzTUMAPER
�P DATE: PLAN
DESIGNED BY: E:
a.�.2i YN FEB., 2000
agate - CHECKED BY: APPROVED BY: DRAWING NO.:L2O YN FL • Gc� i� 2740
:%" CITY EN (NEER R.C.E. 25126 DATE.
L• \DWG\12102\NAM\SHEET5.DWG
•
•
• •
• •
2 B BARS 2
BARS
rB
"
2
•
B1 BAR
• e1
BAR
•
#4 0 18"
"
#4 0 1
2" OPTIONAL ROUGHENED
2"
2"
CONST. JOINT 2"
TEMPORARY
•
• •
WALL
•
SEE 4.
DBAR
B1,R
CW BAR
•
• •
CW BAR
LONGITUDINAL BARS
LONGITUDI
AL BAR
00 EQUALLY SPACED
EQUALLY
3PACED
•
• •
•
CONSTRUCTION ROUGHENED
ROUGHENED CON
STRUC-n
N.
JOINT CONST. JOINT
CONST. JOINT
J
NT
•
•
INVERT F1 BARS
• •
F1 BARS
VERT
Y F BARS
F BARS
Y
• c
•
Li
lie • •
• •
04 n
#4 0 18' H BAR
N H 1 BAR
#4 0 18"
T2 W
H BAR N
��Hj BAR
#4 0 18"
T4 W
T2
TYPICAL SYMMETRICAL DOUBLE R.C. BOX SECTION
NOT TO SCALE
Q D
0
:DAL TWO WORKING
FORE DAYS' BEF❑RE
U DIG YOU DIG
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
4—#5 PARALLEI
TO WALL
5012"o. c. —
CENTER TO W/
ADDITIONAL BA'
CONSTRUCTION
JOINT
CONSTRUCTIO1
JOINT
t5@1 2"o.c. —
CENTER TO Wi
ADDITIONAL BA
4—#5 PARALLE
TO WALL
REV. REVISION DESCRIPTION DATE I ENGR. I CITY
A CHANGED SHEET NUMBERING TO 20 IL, t&
C1 BAR
OPTIONAL
CONST. JOINT
— C BAR
C3 BARS
— C2 BARS
^
CLOSURESEE 4�1
TRANSITION STRUCTURE
O BETWEEN STA 46+20 8c STA 46+52 O
1/8 " - 1'-0"
,ITION STRUCTURE
)RCED PER
)ULE
2,—O„
vi
,n z
DOWELS TO
FCH WALL
TICAL BARS
APORARY WALL
0 18"o. c.
V. E. F.
DOWELS TO
kTCH WALL
RTICAL BARS
DETAIL 4
NOT TO SCALE.
DATE
.,D 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
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
EXISTING
CONSTRUCTION
PLACE A 1/2" EXPANSION
JOINT A MAX OF 2 TIMES
SPAN OR HEIGHT
NEW
CONSTRUCTION
PLACE A 1,/2"
EXP. JOINT
REMOVE CONC PARALLEL TO
PARAPET & SPLICE TO EXIST'G
1'-0" LONGIT REBAR IN ALL MEMBERS
CULVERT EXTENSION
NOT TO SCALE
AUC_T
Prepared Under The Supervision Of
STOPIM MRI l I
.+, DRARN BY: SCALE:
�qOa 33052LFB, ERsymuzTUMAPER
�P DATE: PLAN
DESIGNED BY: E:
a.�.2i YN FEB., 2000
agate - CHECKED BY: APPROVED BY: DRAWING NO.:L2O YN FL • Gc� i� 2740
:%" CITY EN (NEER R.C.E. 25126 DATE.
L• \DWG\12102\NAM\SHEET5.DWG