reinforced concrete tee block reinforced concrete …
TRANSCRIPT
DIA.DIA.
A SQUARE A SQUARE
CC
4"
3"
3"
4"
6
8
12
16
20
24
30
36
48
-
-
-
-
6
8
8
11
16
15
20
-
-
WAY
EACH
OF BARS
NUMBER
YARDS
CUBIC
CONCRETE
A B C
13'-6"
10'-0"
8'-6"
6'-9"
5'-8"
4'-6"
3'-4"
2'-3"
1'-9" 0'-8"
0'-9"
1'-0"
1'-3"
1'-6"
1'-9"
2'-6"
3'-0"
4'-0"
0'-8"
0'-9"
1'-0"
1'-3"
1'-6"
1'-9"
2'-0"
2'-6"
3'-0"
22.7
42.8
86.8
143.5
0.1
0.2
0.4
1.0
1.9
3.1
5.5
9.5
21.2
6
8
12
16
20
24
30
36
48
-
-
-
-
3
5
7
6
9
12
6
-
-
WAY
EACH
OF BARS
NUMBER
YARDS
CUBIC
CONCRETE
A B C
438.99'-0"
6'-9"
5'-6"
4'-6"
3'-9"
3'-0"
2'-3"
1'-6"
1'-6" 0'-9"
1'-0"
1'-0"
1'-0"
1'-3"
1'-6"
2'-0"
2'-6"
3'-3"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-3"
1'-6"
1'-9"
2'-0"
7.0
16.7
30.4
169.5
0.1
0.1
0.2
0.4
0.6
1.1
1.9
3.3
6.7
6
8
12
16
20
24
30
36
48
-
-
-
-
3
3
4
6
7
7
13
-
-
WAY
EACH
OF BARS
NUMBER
YARDS
CUBIC
CONCRETE
A B C
162.76'-6"
4'-9"
4'-0"
3'-3"
2'-9"
2'-3"
1'-6"
1'-6"
1'-3" 0'-9"
1'-0"
1'-0"
1'-0"
1'-3"
1'-6"
2'-0"
2'-6"
3'-3"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-3"
1'-3"
1'-6"
4.0
7.0
12.0
0.1
0.1
0.1
0.2
0.4
0.5
0.9
1.3
1.9
6
8
12
16
20
24
30
36
48
-
-
-
-
6
6
8
11
9
14
11
-
-
WAY
EACH
OF BARS
NUMBER
YARDS
CUBIC
CONCRETE
A B C
1112.312'-3"
9'-3"
7'-9"
6'-3"
5'-3"
4'-3"
3'-3"
2'-3"
1'-9" 1'-0"
1'-0"
1'-0"
1'-0"
1'-3"
1'-6"
2'-0"
2'-6"
3'-3"
1'-0"
1'-0"
1'-0"
1'-3"
1'-6"
1'-6"
1'-9"
2'-0"
2'-6"
22.0
46.9
79.3
131.9
266.7
500.8
0.2
0.2
0.4
0.9
1.6
2.3
4.1
6.8
14.8
6
8
12
16
20
24
30
36
48
-
-
-
-
6
10
15
15
10
11
16
-
-
WAY
EACH
OF BARS
NUMBER
YARDS
CUBIC
CONCRETE
A B C
16'-9"
12"-6"
10'-6"
8'-6"
7'-0"
5'-9"
4'-3"
3'-0"
2'-3" 1'-0"
1'-0"
1'-0"
1'-0"
1'-3"
1'-6"
2'-0"
2'-6"
3'-3"
1'-0"
1'-0"
1'-3"
1'-6"
1'-9"
2'-0"
2'-3"
2'-9"
3'-6"
47.0
360.5
0.2
0.4
0.9
2.0
3.3
5.6
9.5
16.3
37.2
22.0
32.7
62.0
50.1
93.9
109.5
203.4
B B
DIA./4 3"
3"
3"
10
12
14
16
18
20
24
4
4
YARDS
CUBIC
CONCRETE
A B C
5'-0"
4'-0"
3'-6"
3'-6"
3'-0"
3'-0"
2'-6"
2'-0" 4'-6"
5'-0"
5'-0"
6'-0"
6'-6"
7'-0"
7'-6"
10'-0"
1'-6"
1'-6"
2'-0"
2'-6"
2'-9"
3'-6"
3'-6"
3'-0"
1.98
2.58
3.46
4.29
5.25
7.96
146
250
D
2'-6"
3'-0"
3'-6"
4'-0"
4'-6"
4'-6"
5'-0"
7'-0"
E
1'-0"
1'-3"
1'-6"
1'-6"
1'-6"
1'-6"
1'-6"
2'-0"
F
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
G
0'-8"
1'-0"
1'-6"
1'-6"
1'-9"
1'-8"
2'-0"
2'-10"
H
1'-11"
2'-4"
3'-1"
3'-1"
3'-5"
3'-10"
4'-4"
6'-0"
10
12
14
16
18
20
24
4
4
YARDS
CUBIC
CONCRETE
A B C
4'-6"
4'-0"
3'-6"
3'-0"
3'-0"
2'-6"
2'-0" 4'-6"
5'-0"
5'-0"
5'-6"
6'-6"
7'-0"
7'-0"
9'-0"
0'-9"
0'-9"
0'-9"
1'-3"
2'-0"
1'-9"
2'-0"
1'-9"
1.05
1.40
1.79
2.44
3.04
4.11 143
D
1'-6"
1'-9"
2'-0"
2'-3"
2'-9"
3'-0"
3'-0"
4'-0"
E
1'-0"
1'-3"
1'-6"
1'-6"
1'-6"
1'-6"
1'-6"
2'-0"
F
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
1'-0"
G
0'-8"
0'-9"
1'-0"
1'-3"
1'-6"
1'-8"
1'-8"
2'-3"
H
1'-7"
1'-8"
1'-9"
2'-3"
2'-9"
3'-1"
3'-1"
4'-2"
A F
H
E
D
C
B
G
E
F
6&8 0.94
1.31
4
5
5
5
6
7
34
42
48
83
92
96
6&8
3'-0"
0.54
0.75
4
4
4
4
5
6
28
32
36
36
47
50
80
4
4
4
4
4
5
4
4
4
5
5
5
105
4
5
5
5
7
7
10
5
5
5
6
9
10
11
1136
2763
680
4
4
5
5
5
6
7
267
428
1063
(LBS)
STEEL
(LBS)
STEEL
(LBS)
STEEL
(LBS)
STEEL
SIZE
BARBAR SIZE
SIZE
BAR
SIZE
BAR
SIZE
BAR
SIZE
BAR
(LBS)
STEAL
(LBS)
STEEL
SIZE
BAR
(LBS)
STEEL
CC
A SQUARE A SQUARE
16"x22.5°
12"x22.5°
16"x11.25°
12"x11.25°
8"x11.25°
6"x11.25°
A
6"x22.5°
8"x22.5°
6"x45°
8"x45°
12"x45°
16"x45°
MIN.
B
MIN.
CD E F CONC. CY NO.
1"x 1/4"
1"x 1/4"
9.33
4.72
2.33
1.43
5.13
2.88
1.33
0.72
2.37
1.17
0.56
0.40
2
2
2
2
2
2
2
2
2
2
2
2
2"x 3/8"
2"x 1/4"
1"x 1/4"
1"x 1/4"
2"x 3/8"
2"x 1/4"
2"x 3/8"
2"x 1/4"
1"x 1/4"
1"x 1/4"
30"
24"
18"
18"
30"
24"
18"
18"
30"
24"
18"
18"
3'-0"
3'-0"
2'-0"
1'-6"
2'-6"
2'-0"
1'-6"
0'-9"
2'-0"
1'-0"
1'-0"
1'-0"
3'-0"
3'-0"
2'-0"
2'-0"
3'-0"
2'-6"
1'-6"
1'-3"
2'-0"
2'-0"
2'-0"
1'-0"
7'-0"
5'-0"
4'-6"
3'-6"
4'-6"
3'-6"
3'-0"
3'-0"
4'-0"
3'-6"
3'-0"
2'-8"1'-9"
1'-9"
2'-9"
3'-6"
3'-0"
3'-6"
4'-2"
4'-6"
1'-6"
2'-0"
2'-0"
3'-0"
2'-0"
2'-0"
3'-0"
4'-0"
3'-3"
4'-0"
5'-0"
5'-6"
3'-0"
4'-0"
5'-0"
6'-0"6'-0"
6'-0"
4'-0"
3'-6"
5'-6"
4'-6"
3'-0"
2'-0"
4'-0"
3'-0"
3'-0"
2'-0"
1'
6"
1'MIN. C
A
MIN. B
E F
D
and Fasteners.
the Stated Dimensions and Shall Not Encase the M.J. Bolts
Poured in Place Thrust Blocking Shall be Properly Formed to
All Reinforcing Steel Shall be Epoxy Coated.
Noted.
Minimum Depth of Embedment For Reinforcing Steel to be as
All Concrete Shall be L3500
Steel in Accordance with the Requirements
Satisfy the Bend Test Requirements for Structural Grade
A.S.T.M. Serial Designation A-305-507 and Shall
All Reinforcing Steel Shall be Deformed Bars Conforming to
GENERAL NOTES:
REINFORCED CONCRETE ANCHORAGE
CONCRETE GRAVITY BLOCK
REINFORCED CONCRETE TEE BLOCK REINFORCED CONCRETE PLUG BLOCK
REINFORCED CONCRETE THRUST BLOCKS
REINFORCED CONCRETE ANCHORAGE
CONCRETE GRAVITY BLOCK
No Project.cfg
...\ta
bles\pen\B
W_PE
NT
AB
LE.tbl
PE
N:
PR
OJ:
USE
R:
DATE:
DG
N:
11/27/2019
...\
2020
DG
N
Files\LSP_320s1.dgn
sicjrd
SHEET NO.
Drawn:
Checked:
Approved:
Date:
Horz. Scale:
PLAN NO.
DIA.
DIA.
DIA.
DIA.
DIA.
REINFORCED CONCRETE THRUST BLOCK
=11 1/4° =22 1/2°
=45° =90°
C
ELEVATION SECTION C-C
C
DIA.
DIA.
=22 1/2°=45°
UNDISTURBED EARTH
UNDISTURBED EARTH
REIN. CONC. TEE BLOCK AND PLUG BLOCK
WATER MAIN
RETAINER GLAND
SLEEVED.P. OR SOLID
EACH DIRECTIONEQUALLY SPACED IN NOTE: TENSION BARS
PLUG
DIA.
BEND
=90°
SIZE EMBED.
=90°
UNDISTURBED EARTH
FRONT VIEW
STRAP EMBEDMENT
GRAVITY BLOCK
SIDE VIEW TOP BEND
TOP VIEW TOP BEND
R.C. THRUST BLOCKS, R.C. ANCHORAGES, R.C. GRAVITY BLOCKS, R.C. TEE BLOCKS AND R.C. PLUG BLOCKS
B
320 1
1/2/2020 JWH
LSP 320
AKSARBEN FO ET
AT
S
DAVID J.
BEYERSDORF
E-12239
RE
ENI
GN
E L
ATNEMNORIVNE LA
NOI
SS
EF
OR
P
This
doc
umen
t was
orig
inal
ly is
sued
and
sea
led
by D
avid
Bey
ersd
orf,
E-12
239,
on
12-2
0-20
19.
This
med
ia s
houl
d no
t be
cons
ider
ed a
cer
tifie
d do
cum
ent.
2'
4'3"
3" 3"
1'3"
5'
2'-6"3" 3"
1'-9"
0.25'
3"
3"
9'-6"
4'-9"
3'-3"
3" 3"
3"
3"
7'
3'-6"
2'-3"
3" 3"
3"
3"
4" 4"
5'
No Project.cfg
...\ta
bles\pen\B
W_PE
NT
AB
LE.tbl
PE
N:
PR
OJ:
USE
R:
DATE:
DG
N:
11/27/2019
...\
2020
DG
N
Files\LSP_320s2.d
gn
sicjrd
SHEET NO.
Drawn:
Checked:
Approved:
Date:
Horz. Scale:
PLAN NO.
3'-
3"
1'-1
1/2"
DIAMETER
NO 4 BARS, PLACED AS SHOWN
STEEL 16.7 POUNDS
CONCRETE 0.6 CUBIC YARDS
4'-
6"
2'-
3"
16"
NO 4 BARS, PLACED AS SHOWN
STEEL 45.4 POUNDS
CONCRETE 1.4 CUBIC YARDS
8'-
0"
4'-
0"
NO 5 BARS, PLACED AS SHOWN
STEEL 241.3 POUNDS
CONCRETE 8.6 CUBIC YARDS
30" WATER MAINS
24" 7
'
3'-
6"
NO 5 BARS, PLACED AS SHOWN
STEEL 108.5 POUNDS
CONCRETE 3.8 CUBIC YARDS
24" WATER MAINS
12" OR SMALLER WATER MAIN
RETAINER GLANDS
WEDGE ACTION
THRUST COLLAR FOR PVC PIPE
REINFORCED CONCRETE COLLARS
ADJACENT TO THE SMALLER DIAMETER SIDE OF M.J. REDUCERS.
VALVES, AT THE SPIGOT SIDE OF LAST PIPE CONNECTION OR
R.C. THRUST COLLARS TO BE BUILT ADJACENT TO
BASED OFF OF THE LARGER DIAMETER PIPE.
SMALL PIPE SIDE OF A REDUCER, HOWEVER THE SIZE SHALL BE
R.C. THRUST COLLARS FOR REDUCERS SHALL BE INSTALLED ON THE
16" WATER MAIN
ARE ANCHORED AGAINST UNDISTURBED SOIL.
ALL CONCRETE COLLARS SHALL BE CONSTRUCTED SUCH THAT THEY
ALL CONCRETE SJHALL BE L3500.
ALL REINFORCING STEEL SHALL BE EPOXY COATED.
ACCORDANCE WITH THE REQUIREMENTS.
THE BEND TEST REQUIREMENTS FOR STRUCTURAL GRADE STEEL IN
TO A.S.T.M. SERIAL DESIGNATION A-305-507 AND SHALL SATISFY
ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING
NOTE:
320 2
R.C. COLLARS
1/2/2020 JWH
LSP 320
SEE L.S.P. 320 FOR CONCRETE AND REINFORCING STEEL DETAILS.
SIDE OF THE VALVE OR REDUCER NEAREST THE THRUST COLLAR.
GLAND SHALL BE INSTALLED ON THE MECHANICAL JOINT ON THE
FROM EITHER DIRECTION. A SINGLE WEDGE ACTION RETAINER
FACING OPPOSITE DIRECTIONS, TO PROVIDE THRUST RESTRAINT
EMBEDDED IN THE THRUST COLLAR, WITH THE GRIPPING WEDGES
REDUCER. TWO WEDGE ACTION RETAINER GLANDS SHALL BE
COLLAR SHALL BE INSTALLED 5' FROM EACH LINE VALVE OR
WHENEVER PVC PIPE IS USED FOR WATER MAIN MATERIAL, A THRUST
AKSARBEN FO ET
AT
S
DAVID J.
BEYERSDORF
E-12239
RE
ENI
GN
E L
ATNEMNORIVNE LA
NOI
SS
EF
OR
P
This
doc
umen
t was
orig
inal
ly is
sued
and
sea
led
by D
avid
Bey
ersd
orf,
E-12
239,
on
12-2
0-20
19.
This
med
ia s
houl
d no
t be
cons
ider
ed a
cer
tifie
d do
cum
ent.