A22-16R0027-0003-ATT4-plans.pdf
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IN BLACK
0.10’ MARKINGS
"4
"2
18" DIA.
FILL W/ CONC.
GALVANIZED PIPE
8" DIA. SCH.40 STEEL
"4 32 "4
(W
IT
H .I D
IV
IS
IO
N M
A R
K
IN
G S
2’-0" DIA.
THIS SIDE
MARKING ELEVATIONS
JC1 REFERENCE
N O
B M
M A
L S
M -B
B -9
W P -X
:1
A N
S I
D
S T
R U
C T
U R
A L
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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R S
S T L
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IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
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W P -1
-R -0
J O
S H
U A S
V E
R D
U G
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S T
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H O
B B
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M P H
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IN
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O F F P
U M
P S
T A
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N N
O
L O
W E
R M
IS
S
IS
S
IP
P I
GENERAL SHEET NOTES
0 2’ 6’4’
A1
IN RED
FOOT MARKINGS
A5
DETAIL AT SLAB
TYPICAL PIPE BOLLARD
" = 1’-0"2
1 SCALE
A1
SECTION
" = 1’-0" 3SCALE
C1
TYPICAL MARKING DETAIL
SCALE: NTS
0 3" 6" 9" 12"
2’ 4’0 1’
2’ 4’0 1’ A3
STAFF GAUGE DETAIL
SCALE 1" = 1’-0"
B O
L L
A R
D S A
N D S
T A
F F G
A G
E D
E T
A
IL
S
C5
DETAIL AT GAUGE
TYPICAL PIPE BOLLARD
" = 1’-0"2
1 SCALE
S-505.1
M -B
B -9
S -5
.1
D E
T .d g n
CUTOFF #1 PUMP STATION.
THE EXISTING STAFF GAUGE AT THE EXISTING JONES
ELEVATIONS SHALL BE SURVEYED IN AND VERIFIED USING
REFERENCE MARKING ELEVATIONS FOR JC-1. THESE
5. ALL ELEVATIONS ARE N.A.V.D., EXCEPT FOR STAFF GAUGE
ARE FROM TOP OF GRADUATIONS.
PORCELAIN -ENAMELED 16 GA. STEEL. GAUGE ELEVATIONS
APPROXIMATELY FIVE FEET (5’-0"). GAUGES SHALL BE
4. GAUGES SHALL BE FABRICATED IN LENGTHS OF
3. FOR LOCATION OF BOLLARDS, SEE SHEET C-105.
2. FOR LOCATION OF STAFF GAUGE, SEE SHEET C-105.
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001.
-0
-2
R E
V
IS
E D P
E R A
M E
N D
M E
N T
J S
V
EL. 367.00 NAVD
CONCRETE
18" DIA. PIPE
GRADE
MARKING DETAIL
SEE TYPICAL
CONCRETE
STONE
CRUSHED
CONCRETE
"2 1 "2
GALV. WT 10.5x50.5
(ASTM A52, GR. 50)
GALVANIZED PIPE
18" DIA. SCH. 40
AND WASHERS
HEAD MACHINE SCREWS
STEEL TYPE 30 ROUND
WITH STAINLESS
FASTENED TO TEE
GAUGE SECTIONS
PORCELAIN ENAMLED
STONE
CRUSHED
STONE
CRUSHED
SLAB
10" CONC.
FILL W/ CONC.
GALVANIZED PIPE
8" DIA. SCH.40 STEEL
18" DIA.
FILL WITH CONCRETE
S O
L
IC
IT
A T
IO
N N
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M A
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D E
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
J U
N E
365 366
364 365
JC2 JC1
NAVD
S
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
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C K
D B
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D E
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D E
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IP
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IO
N
C O
N T
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C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
J U
N E
CH1
370NAVD
CH2
IN BLACK
0.10’ MARKINGS
"4
"2
FILL W/ CONC.
GALVANIZED PIPE
8" DIA. SCH.40 STEEL
18" DIA.
"4 32 "4
(W
IT
H .I D
IV
IS
IO
N M
A R
K
IN
G S
2’-0" DIA. 6
371.0
EL. NAVD
THIS SIDE
MARKING ELEVATIONS
CH1 REFERENCE
B M
M A
L S
M -B
B -1
W P -X
:1
A N
S I
D
S T
R U
C T
U R
A L
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
W P -1
-R -0
J O
S H
U A S
V E
R D
U G
H T P .E
S T
E V
E N M
H O
B B
S P .E
P E
R R
Y C
O U
N T
Y
M O
B O
IS
B
R U
L E L
E V
E E A
N D D
R A
IN
A G
E D
IS
T R
IC
T
C
IN
Q U
E H
O M
M E
S P
U M
P S
T A
T
IO
N N
O
L O
W E
R M
IS
S
IS
S
IP
P I
B M
M A
L S
M -B
B -1
W P -X
:1
A N
S I
D
S T
R U
C T
U R
A L
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
W P -1
-R -0
J O
S H
U A S
V E
R D
U G
H T P .E
S T
E V
E N M
H O
B B
S P .E
P E
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T R
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T A
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N N
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IS
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N P
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A R
M Y C
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P S O
F E
N G
IN
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J O
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B
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L E L
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IN
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IC
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A R
M Y C
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P S O
F E
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IN
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J O
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H T P .E
B O
IS
B
R U
L E L
E V
E E A
N D D
R A
IN
A G
E D
IS
T R
IC
T
C
IN
Q U
E H
O M
M E
S P
U M
P S
T A
T
IO
N N
O
B O
L L
A R
D S A
N D S
T A
F F G
A T
E D
E T
A
IL
S B
O L L
A R
D S A
N D S
T A
F F G
A T
E D
E T
A
IL
S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
J O
S H
U A S
V E
R D
U G
H T P .E
B O
IS
B
R U
L E L
E V
E E A
N D D
R A
IN
A G
E D
IS
T R
IC
T
C
IN
Q U
E H
O M
M E
S P
U M
P S
T A
T
IO
N N
O
GENERAL SHEET NOTES
0 2’ 6’4’
A1
A5
DETAIL AT SLAB
TYPICAL PIPE BOLLARD
" = 1’-0"2
1 SCALE
A1
SECTION
" = 1’-0" 3SCALE
C1
TYPICAL MARKING DETAIL
SCALE: NTS
A3
STAFF GAUGE DETAIL
SCALE 1" = 1’-0"
C5
DETAIL AT GAUGE
TYPICAL PIPE BOLLARD
" = 1’-0"2
1 SCALE
IN RED
FOOT MARKINGS
0 3" 6" 9" 12"
2’ 4’0 1’
2’ 4’0 1’
M -B
B -1
S -5
.1
D E
T .d g n
S-505.1
M -B
B -1
S -5
.1
D E
T .d g n
S-505.1
HOMMES #1 PUMP STATION.
THE EXISTING STAFF GAUGE AT THE EXISTING CINQUE
ELEVATIONS SHALL BE SURVEYED IN AND VERIFIED USING
REFERENCE MARKING ELEVATIONS FOR CH-1. THESE
5. ALL ELEVATIONS ARE N.A.V.D., EXCEPT FOR STAFF GAUGE
ARE FROM TOP OF GRADUATIONS.
PORCELAIN -ENAMELED 16 GA. STEEL. GAUGE ELEVATIONS
APPROXIMATELY FIVE FEET (5’-0"). GAUGES SHALL BE
4. GAUGES SHALL BE FABRICATED IN LENGTHS OF
3. FOR LOCATION OF BOLLARDS, SEE SHEET C-105.
2. FOR LOCATION OF STAFF GAUGE, SEE SHEET C-105.
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S-001.
-0
-2
R E
V
IS
E D P
E R A
M E
N D
M E
N T
J S
V
18" DIA. PIPE
CONCRETE
GRADE
MARKING DETAIL
SEE TYPICAL
STONE
CRUSHED
CONCRETE
CONCRETE
"2
GALV. WT 10.5x50.5
(ASTM A52, GR. 50)
GALVANIZED PIPE
18" DIA. SCH. 40
AND WASHERS
HEAD MACHINE SCREWS
STEEL TYPE 30 ROUND
WITH STAINLESS
FASTENED TO TEE
GAUGE SECTIONS
PORCELAIN ENAMLED
"2
STONE
CRUSHED
STONE
CRUSHED
SLAB
10" CONC.
FILL W/ CONC.
GALVANIZED PIPE
8" DIA. SCH.40 STEEL
18" DIA.
FILL WITH CONCRETE
| Volume 1_JC_S-505.1 |
| Volume 2_CH_S-505.1 |
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