DRAWINGS4.pdf
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- Solicitation number
- W912P8-15-R-0048
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DRAWING NO. 4
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Other files
| File | Type | Posted |
|---|---|---|
| A22_Amendment_0002_(W912P8-15-R-0048).pdf | ||
| A22_Amendment_0001_(W912P8-15-R-0048-0001).pdf | ||
| DRAWINGS1.pdf | ||
| DRAWINGS2.pdf | ||
| DRAWINGS3.2.pdf | ||
| DRAWINGS7.pdf | ||
| DRAWINGS6.pdf | ||
| 385-1-1.PDF | ||
| DRAWINGS3.pdf | ||
| DRAWINGS5.pdf | ||
| DRAWINGS8.pdf | ||
| DRAWINGS3.1.pdf | ||
| SUMMARY.pdf | ||
| specs.pdf |
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N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B J
D J L
O
G-104
H -4 -4
G -1
A C
C .d g n
S T L
O U
IS
D
IS
T R
IC
T
V
IC
K S
B U
R G D
IS
T R
IC
T B
R Y
A N J
D
IR
K S P .E
M
IC
H A
E L V
H A
N K
S P .E
A C
C E
S S P
L A
HW
Y
MI
SS
IS
SI
PP
I R
IV
ER
MISSISSIPPI RIVER
T O B
E L L E C
H A S S E
GAS PIPELINE
TENNESSEE
1600’0 800’
SCALE:1"=800’
ACCESS PLAN
U.S.A.C.E. BASELINE
U.S.A.C.E. BASELINE
HWY 23
HWY 23
M A
R T
IN
L
A N
E
S T
A
S T
A
S T
A
N
PLAQUEMINES PARISH
MARINA
JACKS
HAPPY
STATION
PUMP
HAYES
MARINA
HI-RIDGE
GATE
SECURITY
SECURITY GATE
M A
T C
H L
IN
E B /L S
T A . 3
OVER GAS PIPE LINES
MAT CROSSING FOR ACCESS
CONTRACTOR TO INSTALL TIMBER
S T
A .0
U S
A C
E B
A S
E L
IN
E
N O
V -0
FLOW
M A
R T
IN
L
A N
E
N O
R T
H S
T
STA 213+20.00
TENNESSEE GAS PIPELINE
LIMITS OF WORK
(PUBLIC ROAD)
CONTRACTOR ACCESS
TENNESSEE GAS PIPELINE
(PUBLIC ROAD)
CONTRACTOR ACCESS
HAYES PUMP STATION
STA 222+40.00
TENNESSEE GAS PIPELINE
LIMITS OF WORK
STA 271+40.00
HAYES PUMP STATION
LIMITS OF WORK
STA 281+60.00
HAYES PUMP STATION
LIMITS OF WORK
NORTH STREET CANAL BRIDGE DESIGNED FOR H-20 LOADING.
TO LIGHT TRUCK (PICK UP) SIZE VEHICLES.
ACCESS ACROSS HAYES PUMP STATION BRIDGE SHALL BE LIMITED
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
U.S.A.C.E. BASELINE U.
S.
A.
C.
E.
B
ASELI
NE
HWY 23
HWY 23
HWY 23
S T
A
S T
A
S T
A
S T
A . 5
MISSISSIPPI RIVER
N
MARINA
HOMEPLACE
PLAQUEMINES PARISH
PUMP STATION
GAINARD WOODS
FREEPORT-MCMORAN
HIGH SCHOOL
PORT SULPHUR
LAUNCH
PUBLICM
A
T C
H L
IN
E B /L S
T A
FLOW
S T
A . 6
N O
V -0
B /L
(PUBLIC ROAD)
CONTRACTOR ACCESS
GAINARD WOODS PUMP STATION
W PAULA DR
STA 593+60.00
GAINARD WOODS PUMP STATION
LIMITS OF WORK
STA 603+80.00
GAINARD WOODS PUMP STATION
LIMITS OF WORK
FOR H-15-S12-44 LOADING.
LOADING. EAST CANAL BRIDGE DESIGNED
WEST CANAL BRIDGE DESIGNED FOR H-20
NOTES:
GAS PIPELINE FROM MARTIN LN, CONTRACTOR SHALL USE AREA BETWEEN PROTECTED SIDE LEVEE TOE AND CANAL.
3. CONTRACTOR SHALL NOT USE LEVEE CROWN AS HAUL ROAD OR TO ACCESS EACH SITE. TO ACCESS TENNESEE
ACCESS OTHER SITES.
PUMP STATION). CONTRACTOR SHALL NOT USE LEVEE RIGHT OF WAY OUTSIDE OF LIMITS OF WORK FOR EACH SITE TO
TENNESEE GAS PIPELINE, NORTH ST TO ACCESS HAYES PUMP STATION, W PAULA DR TO ACCESS GAINARD WOODS
2. CONTRACTOR SHALL USE ONLY DESIGNATED PUBLIC ROADWAYS TO ACCESS EACH SITE (I.E. MARTIN LN TO ACCESS
1. PLAQUEMINES PARISH WILL PROVIDE CONTRACTOR ACCESS TO ALL LOCKED LEVEE SECURITY GATES.
STA 603+80.00
GAINARD WOODS PUMP STATION
LIMITS OF WORK
E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
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
V
IC
K S
B U
R G D
IS
T R
IC
T
M
IC
H A
E L V
H A
N K
S P .E
B J
D
B R
Y A
N J
D
IR
K S P .E
J L
O
G-601
H -4 -4
G -6
T
A B .d g n
C O
N T
R O
L T
A B
L E
S
PI DISTANCE (FT) NORTHING (Y)
CONTROL LINE DATA - NOV-06 B/L
EASTING (X)
GENERAL SHEET NOTES
1. STATIONING FOR BASELINE BASED ON GRID COORDINATES.
PI DISTANCE (FT) NORTHING (Y) EASTING (X)
CONTROL LINE DATA - NOV-06 B/L (CONTINUED)
770+66.17
751+78.07
731+21.23
712+76.21
696+23.00
678+11.65
668+94.55
655+84.06
654+32.02
638+35.10
620+41.95
616+04.42
601+05.36
600+25.35
596+85.49
596+48.50
584+11.74
568+53.85
552+20.27
550+30.12
547+74.58
527+05.97
519+47.16
517+95.56
516+26.54
497+80.96
495+40.04
491+61.38
472+53.30
471+44.72
470+31.00
468+29.91
466+28.49
464+72.40
464+43.58
462+67.91
461+63.36
456+79.20
451+45.08
448+59.61
446+33.06
444+92.30
443+96.72
441+82.24
434+59.70
431+08.13
430+18.24
429+64.40
426+06.91
411+17.21
410+65.75
408+13.16
403+30.25
399+82.99
391+93.63
375+16.70
354+42.28
336+71.90
317+04.46
316+13.12
315+26.53
297+60.21
278+50.10
274+76.93
262+89.07
250+21.88
236+24.24
221+78.90
219+73.80
218+67.93
217+72.81
216+59.06
204+99.68
194+83.51
193+77.46
192+61.44
175+16.13
173+76.02
242.80
1888.10
2056.84
1845.02
1653.21
1811.35
917.10
1310.49
152.04
1596.93
1793.15
437.53
1499.05
80.01
339.86
36.99
1236.76
1557.89
1633.57
190.15
255.55
2068.60
758.82
151.59
169.02
1845.59
240.92
378.66
1908.08
108.58
113.73
201.09
201.42
156.08
28.82
175.67
104.55
484.16
534.12
285.47
226.54
140.76
95.58
214.49
722.53
351.57
89.89
53.85
357.49
1489.69
51.47
252.59
482.91
347.25
789.36
1676.93
2074.42
1770.38
1967.44
91.35
86.59
1766.32
1910.11
373.17
1187.86
1267.19
1397.64
1445.34
205.10
105.88
95.12
113.75
1159.39
1016.17
106.05
116.02
1745.31
140.11
338089.54
339966.93
342011.24
343577.58
344979.86
346514.75
347134.79
348015.31
348094.72
348548.79
349058.97
349167.84
349380.87
349409.04
349449.92
349448.41
349623.31
349671.46
349719.1
349731.56
349781.29
350314.62
350491.6
350536.21
350609.32
351596.75
351744.78
352018.66
353415.28
353508.92
353604.87
353763.33
353905.7
354007.23
354019.83
354142.02
354206.94
354553.34
354952.79
355153.19
355325.42
355449.26
355544.84
355721.29
356284.6
356497.1
356586.92
356633.9
356869.34
357801.46
357811.34
357620.03
357910.89
357988.15
358416.87
359983.74
361560.79
362903.71
364397.85
364430.17
364515.29
365852.83
367305.42
367590.61
368556.09
369583.88
370721.8
371894.3
372043.04
372135.29
372206.78
372268.54
373119.24
373862.79
373922.59
374025.54
375304.04
375425.16
3827143.03
3826942.21
3826715.49
3825740.46
3824864.83
3823903.01
3823227.27
3822256.67
3822127.02
3820596.01
3818876.97
3818453.2
3816969.36
3816894.47
3816557.08
3816520.12
3815295.79
3813738.64
3812105.76
3811916.02
3811665.36
3809666.69
3808928.8
3808783.92
3808631.53
3807072.31
3806882.23
3806620.75
3805320.67
3805265.71
3805204.66
3805080.85
3804938.37
3804819.82
3804793.9
3804667.69
3804585.74
3804247.48
3803892.9
3803689.59
3803542.42
3803475.51
3803475.99
3803597.93
3804050.41
3803770.33
3803766.79
3803740.48
3803471.47
3802309.43
3802258.92
3802093.99
3801708.5
3801369.95
3800707.16
3800109.65
3798762.01
3797608.4
3796328.42
3796242.98
3796227.11
3795073.48
3793833.12
3793592.45
3792900.45
3792159.22
3791347.72
3790502.59
3790361.37
3790309.41
3790246.67
3790151.15
3789363.44
3788670.81
3788583.23
3788529.73
3787341.65
3787271.22
840+35.31
840+06.42
835+68.60
819+53.50
802+54.71
786+55.44
775+07.30
773+08.97
28.89
437.83
1615.09
1698.79
1599.28
1148.14
198.33
331434.32
331462.36
331898.08
333486.54
335158.58
336747.22
337686.62
337854.57
3828427.87
3828420.91
3828378.02
3828085.92
3827785.64
3827969.78
3827309.67
3827204.19
CONTROL TABLES
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
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