Embed Size (px)
Citation preview
GENERAL NOTES
UNIT
G611( )
611( )H
ITEM NO. ITEM
BASIS OF PAYMENT
AT 12"EH1 #4
AT 12"EH2 #4
AT 12"DH1 #4
A
DH2 AT 6"
DV1 AT 12"
DV1 AT 12"
BARREL (BELOW)STANDARD RCB
DH1 AT 6"
DH2 AT 6"
DH3 AT 6"
AT 6"DH1
DH3 BARS
10"
10"
10"
H PLUS 3'-2"
DH1 AND DH2 BARS
SSPAN
HHEIGHT
DIMENSIONSBARREL
6'
6'
6'
6'
5'
5'
5'
5'
4'
4'
4'
3'
3'
13
12
11
10
9
8
7
6
5
4
3
2
1
6'
5'
4'
3'
5'
4'
3'
2'
4'
3'
2'
3'
2'
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#4
#4
#4
8'-10"
8'-10"
8'-10"
8'-10"
7'-10"
7'-10"
7'-10"
7'-10"
6'-10"
6'-10"
6'-10"
5'-10"
5'-10"
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#4
#4
#4
8
8
8
8
8
8
8
8
8
8
8
8
8
8'-10"
7'-10"
6'-10"
5'-10"
7'-10"
6'-10"
5'-10"
4'-10"
6'-10"
5'-10"
4'-10"
5'-10"
4'-10"
SIZENO.
LENGTH SIZE LENGTH SIZE NO. LENGTH
#5
#5
#5
#5
#5
#5
#5
#5
#5
#5
#4
#4
#4
3'-4"
3'-4"
3'-4"
3'-4"
3'-4"
3'-4"
3'-4"
3'-4"
3'-4"
3'-4"
3'-4"
3'-4"
3'-4"
LENGTHNO. LENGTHNO.
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
7'-4"
6'-4"
5'-4"
4'-4"
6'-4"
5'-4"
4'-4"
3'-4"
5'-4"
4'-4"
3'-4"
4'-4"
3'-4"
2
2
2
2
2
2
2
2
2
2
2
2
2
LENGTHNO.
7'-2"
7'-2"
7'-2"
7'-2"
6'-2"
6'-2"
6'-2"
6'-2"
5'-2"
5'-2"
5'-2"
4'-2"
4'-2"
8
8
8
8
7
7
7
7
6
6
6
5
5
9'-1"
8'-1"
7'-1"
6'-1"
8'-1"
7'-1"
6'-1"
5'-1"
7'-1"
6'-1"
5'-1"
6'-1"
5'-1"
8
7
6
5
7
6
5
4
6
5
4
5
4
7'-2"
7'-2"
7'-2"
7'-2"
6'-2"
6'-2"
6'-2"
6'-2"
5'-2"
5'-2"
5'-2"
4'-2"
4'-2"
LENGTHNO. NO. LENGTH NO. LENGTHNO.
DESIGN
13
12
11
10
9
8
7
6
5
4
3
2
1
NO.
DESIGN
CLASS AA CONCRETE
INLET
DEPTH
STANDARD
DEPTH
STANDARD
7'-6"
6'-6"
5'-6"
4'-6"
6'-6"
5'-6"
4'-6"
3'-6"
5'-6"
4'-6"
3'-6"
4'-6"
3'-6"
FT OF DEPTH
ADDITIONAL
PER
REINFORCING STEEL
INLET
DEPTH
STANDARD
PIPE GRATES
GRATES
OF
NUMBER
PIPE
OF
LENGTH
5
5
5
5
4
4
4
4
3
3
3
2
2
A
9"9"
2-DC #4 BARS
BB
C CDH1 AT 6"
ST
AN
DA
RD D
EP
TH I
NLE
T
3"
CL
R.
3"
1'-6
"
INLE
T D
EP
TH
10"
6" CURB
DROP INLET
DROP INLET.IN STANDARD DEPTHNO DV2 BARS REQUIREDNOTE:
DH1 AT 6"
AT 12"EH2 #4
FROM RCB BARRELLAP WITH E1 BARSEH1 #4 AT 12" MAX.
TOP OF CURB
9" 9"
DH3 A
T 6"
DH2 A
T 6"
6"
3"
DH3 A
T 6"
DH2 A
T 6"
6"
3"
INLE
T D
EP
TH
10"
AT 12"DV1 #4
AT 12"DV1 #4
(BEYOND)BARRELTOP OF RCB
FROM RCB BARRELLAP WITH E1 BARSEH1 #4 AT 12"
AT 12"EH2 #4
SECTION THRU CENTERLINE RCB CULVERT AND INLET
0' T
O 13'-6"
VA
RIE
S
LAP WITH DL2 BARSDV2 #4 AT 12"
BARSLAP WITH DL1DV1 #4 AT 12"
AT 12"DV2 #4
9" 9"
9"
9"
S = S
PA
N
SECTION B-B THRU INLET SECTION C-C THRU INLET AND CULVERT
9"
9"
S = S
PA
N
9" H PLUS 9"
DL1 BARS DL2 BARS
2'-4"
1'-0"
1'-8
"
2'-4"
H PLUS 1'-2" (DH2 BAR)S PLUS 1'-2" (DH1 BAR)
6'' 6''
3''
TYPICAL GRATE DETAIL
1.
2.
ACCORDANCE WITH THE 2019 ODOT STANDARD SPECIFICATIONS.
ALL CONSTRUCTION AND MATERIAL REQUIREMENTS SHALL BE IN
3.
4.
RCB CULVERT PLUS 15'-0".
MAXIMUM DEPTH OF DROP INLETS SHALL BE THE HEIGHT OF THE
5.
BARREL HEIGHTH =
DH1 BARS (BENT) DH2 BARS (BENT) DH3 BARS (BENT)(BENT)
DL1 #4 BARSEH2 #4 BARSEH1 #4 BARSDC #4 BARSDV1 #4 BARS
(BENT)DL2 #4 BARS
UNLESS OTHERWISE SHOWN.
ALL REINFORCING STEEL SHALL HAVE A 2" MINIMUM CLEAR COVER
QUANTITIES (FOR INFORMATION PURPOSES ONLY)
AT 12" MAX.DL2 #4
DL1 #4 AT 12" MAX.
CL
R.
3"
DL1 #4 AT 12" MAX.
BARREL (BELOW)STANDARD RCBDH3 AT 6"
6"
" x 1" SLOT85THRU
BOLT NUT & WASHER
"21" x 52
1GALVANIZED
10'-0"
9'-0"
8'-0"
7'-0"
9'-0"
8'-0"
7'-0"
6'-0"
8'-0"
7'-0"
6'-0"
7'-0"
6'-0"
DIMENSIONS AND BAR LIST
NO.
DV2 #4 BARS
FO
R A
DDITIO
NA
L D
EP
TH N
OT
E.
DEP
TH O
NL
Y. S
EE R
EIN
FO
RCIN
GF
OR I
NLE
TS W
ITH A
DDITIO
NA
L
NO. LENGTH
REINFORCING FOR ADDITIONAL DEPTH
'', SHALL REMAIN EXPOSED FOR INSTALLING GRATE.43BOLT THREADS, 1
BOLT, WASHER & NUT MEETING THE REQUIREMENTS OF ASTM F3125.
'' GALVANIZED21'' x 52
1PIPE GRATE ENDS SHALL BE HELD DOWN WITH
DEPTH INLETS
FOR EXTRA
ADDITIONAL
- DV2 BARS WILL HAVE TO BE ADDED, WITH A LENGTH EQUAL TO ADD'L. DEPTH PLUS 1'-8".
- DV1 BARS WILL HAVE TO BE EXTENDED BY LENGTH EQUAL TO ADDITIONAL DEPTH OF INLET.
- 2 ADDITIONAL DH2 BARS WILL BE REQUIRED FOR EVERY 6" OF ADDITIONAL DEPTH.
- 2 ADDITIONAL DH1 BARS WILL BE REQUIRED FOR EVERY 6" OF ADDITIONAL DEPTH.
FOR INLET DEPTHS GREATER THAN STANDARD DEPTH:
32
28
24
20
28
24
20
16
24
20
16
20
16
27
25
23
21
24
22
20
18
21
19
17
18
16
27
25
23
21
24
22
20
18
21
19
17
18
16
9
9
9
9
8
8
8
8
7
7
7
6
6
9
9
9
9
8
8
8
8
7
7
7
6
6
905 LBS
766 LBS
639 LBS
522 LBS
727 LBS
603 LBS
491 LBS
389 LBS
568 LBS
460 LBS
281 LBS
328 LBS
258 LBS
OR BERM
FORESL
OPE
TU
WW
S
WW
S
6. FOR 'T', 'U' AND 'W' DIMENSIONS, SEE BRIDGE STANDARD DRAWINGS.
INLET CDI RCB DES.
INLET DESIGN NUMBER SHALL BE SPECIFIED.
ADD'L. DEPTH IN INLET CDI RCB DES.
0
R-32
R.C. BOXES ( 3' x 2' TO 6' x 6' )
CONCRETE DROP INLETS FOR
CDIB-2
VF
7'-0¼"
6'-0¼"
5'-0Á"
4'-0½"
6'-0¼"
5'-0Á"
4'-0½"
3'-0¾"
5'-0Á"
4'-0½"
3'-0¾"
4'-0½"
3'-0¾"EA
6.3 CY
5.1 CY
4.1 CY
3.2 CY
4.7 CY
3.7 CY
2.9 CY
2.1 CY
3.4 CY
2.6 CY
1.9 CY
2.2 CY
1.6 CY
0.75 CY
0.70 CY
0.64 CY
0.59 CY
0.64 CY
0.59 CY
0.53 CY
0.48 CY
0.53 CY
0.48 CY
0.42 CY
0.42 CY
0.37 CY
10 LBS+98 LBS/FT
10 LBS+93 LBS/FT
10 LBS+87 LBS/FT
10 LBS+82 LBS/FT
9 LBS+87 LBS/FT
9 LBS+82 LBS/FT
9 LBS+76 LBS/FT
9 LBS+71 LBS/FT
8 LBS+76 LBS/FT
8 LBS+71 LBS/FT
8 LBS+48 LBS/FT
7 LBS+48 LBS/FT
7 LBS+44 LBS/FT
BARREL HEIGHTH = RCB BARREL SPAN
S = RCBBARREL HEIGHT
H = RCB
BA
RR
EL H
EIG
HT
RC
B
BA
RR
EL H
EIG
HT
RC
B
RCB
SECTION A - A THRU INLET
20
18
16
14
18
16
14
12
16
14
12
14
12
BID FOR THE INLET.
NEEDED FOR INSTALLATION SHALL BE INCLUDED IN THE PRICE
CENTERS. COST OF PIPE SAFETY GRATES AND ALL HARDWARE
PERPENDICULAR TO THE DIRECTION OF TRAFFIC AT 12'' MAX.
STEEL, GALVANIZED, SCHEDULE 40, PIPE SAFETY GRATES INSTALLED
INLET TOP OPENING SHALL HAVE 3'' x 7.58 LBS/FT STD. WEIGHT
DATEDESCRIPTION
OKLAHOMA DEPARTMENT OF TRANSPORTATION
2019 SPECIFICATIONS
ROADWAY ENGINEER:
APPROVED BY
DATE:
STANDARD REVISIONS
ROADWAY DESIGN DIVISION STANDARD
5/27/20
