Drawings_(Part_2_of_9).pdf
PDF 15 MB Posted
- Attached to
- FY19 RRAD General Purpose Warehouse Federal contract opportunity
- Solicitation number
- W9126G19B0007
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Drawings Part 2 of 9
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C1_SF_1409_Abstract_of_Offerors.pdf | ||
| A7_Amendment_5.pdf | ||
| A7_Amendment_4.pdf | ||
| Amendment_3.pdf | ||
| Site_Visit.pdf | ||
| A7_Amendment_2.pdf | ||
| A10_FF&E_Package_(GPW)_FINAL.pdf | ||
| B3_Amendment_1.pdf | ||
| FFE_Package_(GPW)_FINAL.pdf | ||
| Drawings_(Part_7_of_9).pdf | ||
| Drawings_(Part_1_of_9).pdf | ||
| Drawings_(Part_9_of_9).pdf | ||
| Drawings_(Part_8_of_9).pdf | ||
| Drawings_(Part_3_of_9).pdf | ||
| Drawings_(Part_4_of_9).pdf | ||
| Drawings_(Part_5_of_9).pdf | ||
| Drawings_(Part_6_of_9).pdf | ||
| B3_W9126G19B0007_(Part_3_of_4).pdf | ||
| B3_W9126G19B0007_(Part_4_of_4).pdf | ||
| B3_W9126G19B0007_(Part_1_of_4).pdf | ||
| B3_W9126G19B0007_(Part_2_of_4).pdf |
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Text version
C
B
C
P
C
P
24" RCP FL N: 352.87
24" RCP FL S: 352.93
18" RCP FL N: 359.05
24" RCP FL W: 358.47
36" RCP FL E: 358.53
24" RCP FL W: 359.17
CATCH BASIN RIM: 363.59
24" RCP FL N: 360.39
D
N
60'0 30'
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A
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A
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CP206
CP214
CP879
CP324
CP877
CP865
CP880
CP864
CP5919
DEMOLISH
CHAINLINK
FENCE
DEMOLISH
CHAINLINK
FENCE
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
1. MAJOR TREE REMOVAL HAS BEEN PERFORMED BY RED RIVER ARMY
DEPOT. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING REMAINING
STUMPS, SHRUBS AND SMALL TREES. TOTAL AREA IS APPROXIMATELY
35 ACRES FOR THE BASE BID AND 1 ACRE FOR THE ADDITIVE #1. SEE
SPEC CLEARING AND GRUBBING 31 11 00.
2. REFER TO CG AND CP SHEETS FOR ADDITIONAL GRADING AND
ELEVATION INFORMATION AND REQUIREMENTS.
NOTES:
R E
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SEQUENCE
NUMBER
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1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
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N G
I N
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D
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T R
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C O
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F
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N G
I N
E E
R S
F O
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T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
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N
D
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B
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P L O
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C A
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P L O
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D
A T
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R e v
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D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
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G I N
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R I N
G
C O
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T R
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R I N
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R A
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F E
B R
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D E
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N
I V
CD104
BUSHES, SHRUBS AND STUMPS TO
BE REMOVED
ITEMS TO BE REMOVED
STORM CULVERTS & FENCE TO BE
REMOVED
DEMOLITION LEGEND
60'0 30'
MATCHLINE CD107
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MATCHLINE CD105
MATCHLINE CD103
MATCHLINE CD105
1. MAJOR TREE REMOVAL HAS BEEN PERFORMED BY RED RIVER ARMY
DEPOT. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING REMAINING
STUMPS, SHRUBS AND SMALL TREES. TOTAL AREA IS APPROXIMATELY
35 ACRES FOR THE BASE BID AND 1 ACRE FOR THE ADDITIVE #1. SEE
SPEC CLEARING AND GRUBBING 31 11 00.
2. REFER TO CG AND CP SHEETS FOR ADDITIONAL GRADING AND
ELEVATION INFORMATION AND REQUIREMENTS.
NOTES:
R E
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SHEET
SEQUENCE
NUMBER
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
W G -1 9- B-
U S
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F O
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T H
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A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
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I V
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T r a c k i n g
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D a t e
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G I N
E E
R I N
G
C O
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T R
U C
T I O
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I V
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I O
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E N
G I N
E E
R I N
G
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R A
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B R
U A
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E
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J
E
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L I T
I O
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L A
N
V
CD105
AREA TO BE CLEARED AND GRUBBED
ITEMS TO BE REMOVED
STORM CULVERTS AND FENCE TO
BE REMOVED
B
C
P
C
P
C
P
C
P
G
VALVE COVER: 365.57
VALVE (TON): 362.97
18" RCP FL E: 362.58
18" RCP FL N: 359.05
STORM MH RIM: 365.77
24" RCP FL W: 358.47
36" RCP FL E: 358.53
24" RCP FL W: 359.17
CATCH BASIN RIM: 363.59
24" RCP FL N: 360.39
18" RCP FL W: 360.39
SANITARY SEWER MH RIM: 366.50
6" RCP FL W: 363.90
6" RCP FL N: 363.90
18" RCP FL W: 363.15
S
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60'0 30'
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MATCHLINE CD106
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CONCRETE
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ONE STORY
BUILDING
BRICK
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B A
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CP324
CP877
CP881
CP323
CP322
CP203
CP878
CP318
CP865
CP6158
CP867
CP320
N:7234578.58
E: 3243620.20
N:7234686.73
E: 3243598.01
N:7234754.51
E: 3243923.06
N:7234769.17
E: 3244019.15
N:7234791.80
E: 3244026.12
N:7235071.13
E: 3243987.53
DEMOLISH
CHAINLINK
FENCE
DEMOLISH
CHAINLINK
FENCE
N:7235069.76
E: 3243977.63
S S
S S
1. MAJOR TREE REMOVAL HAS BEEN PERFORMED BY RED RIVER ARMY
DEPOT. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING REMAINING
STUMPS, SHRUBS AND SMALL TREES. TOTAL AREA IS APPROXIMATELY
35 ACRES FOR THE BASE BID AND 1 ACRE FOR THE ADDITIVE #1. SEE
SPEC CLEARING AND GRUBBING 31 11 00.
2. REFER TO CG AND CP SHEETS FOR ADDITIONAL GRADING AND
ELEVATION INFORMATION AND REQUIREMENTS.
NOTES:
R E
D
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I V
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Y
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SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
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E
N G
I N
E E
R
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N G
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R S
F O
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T H
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E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
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E C
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P L O
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N o
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D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
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T I O
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D
I V
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I O
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G I N
E E
R I N
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R A
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F E
B R
U A
J
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N N
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N N
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I O
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I
CD106
AREA TO BE CLEARED AND GRUBBED
ITEMS TO BE REMOVED
STORM CULVERTS & FENCE TO BE
REMOVED
DEMOLITION LEGEND
AutoCAD SHX Text
UTILITY SIGN "WATER LINE BELOW" 1.0'X0.5' 4.6' HEIGHT
MATCHLINE CD107
MATCHLINE CD109
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CP6163
CP6164
CP6165
CP6167
CP216
CP204
N:7234125.59
E: 3243703.96
N:7233926.57
E: 3243732.00
N:7233994.52
E: 3244219.82
N:7233867.21
E: 3244237.56
1. MAJOR TREE REMOVAL HAS BEEN PERFORMED BY RED RIVER ARMY
DEPOT. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING REMAINING
STUMPS, SHRUBS AND SMALL TREES. TOTAL AREA IS APPROXIMATELY
35 ACRES FOR THE BASE BID AND 1 ACRE FOR THE ADDITIVE #1. SEE
SPEC CLEARING AND GRUBBING 31 11 00.
2. REFER TO CG AND CP SHEETS FOR ADDITIONAL GRADING AND
ELEVATION INFORMATION AND REQUIREMENTS.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
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P O
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E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
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S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
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N N
I S
J
E
N N
I S
B
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N S
E N
P
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D E
M O
L I T
I O
N
P
L A
N
V
I I
CD107
AREA TO BE CLEARED AND GRUBBED
ITEMS TO BE REMOVED
STORM CULVERTS & FENCE TO BE
N
60'0 30'
MATCHLINE CD108A
MATCHLINE CD106
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S
WARNING SIGN
"CAUTION WORK AREA
10 MPH" 3.5'X3.5'
7.2' HEIGHT
B A
N
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T
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O A
D W
A Y
B A
N
L A
I R
T
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O A
D W
A Y
T R
N
E
TREE LINE
T R
N
E
T R
N
E
T
R
N
E
DIRT ROADWAY
PRIVATE GUIDE SIGN
"AUTOS" 2'X1.5'
8.7' HEIGHT
CP874
CP6171
CP868
CP869
CP215
CP870
CP6160
CP6159
CP6158
CP867
CP320
N:7234515.54
E: 3243406.39
N:7234578.58
E: 3243620.20
N:7234686.73
E: 3243598.01
DEMOLISH APPROX. 50 LF
OF 18" CMP CULVERT
DEMOLISH APPROX. 40 LF
OF 18" CMP CULVERT
DEMOLISH APPROX. 55 LF
OF 18" CMP CULVERT
N:7234588.51
E: 3243161.65
N:7234485.26
E: 3243177.49
N:7234515.54
E: 3243406.39
DEMOLISH APPROX. 50 LF
OF 60" CMP CULVERT
N:7234677.41
E: 3243191.30
N:7234882.44
E: 3243180.84
N:7234898.26
E: 3243164.95
N:7235118.21
E: 3243158.55
N:7235104.95
E: 3243225.21
N:7235100.99
E: 3243242.83
N:7235138.83
E: 3243327.63
N:7235065.16
E: 3243334.82
N:7235057.27
E: 3243267.91
N:7234689.17
E: 3243320.68
N:7234655.66
E: 3243375.00
E: 3243598.01
DEMOLISH
CHAINLINK
463 LF FENCE
DEMOLISH
CHAINLINK
FENCE
DEMOLISH 10 MPH
WARNING SIGN
G
W
SINGLE PIPE CULVERT
18" RCP FL NW: 363.83
SINGLE PIPE CULVERT
18" RCP FL SE: 364.21
VALVE COVER: 366.53
VALVE (TON): 305.44
36" RCP FL N: 362.13
6" CMP FL SW: 363.32
12" CMP FL SW: 363.88
60" CMP FL NW: 361.67
60" CMP FL SE: 361.03
18" CMP FL E: 361.25
18" CMP FL W: 361.05
18" CMP FL W: 363.02
18" CMP FL E: 363.05
18" CMP FL E: 364.18
18" CMP FL W: 364.84
1. MAJOR TREE REMOVAL HAS BEEN PERFORMED BY RED RIVER ARMY
DEPOT. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING REMAINING
STUMPS, SHRUBS AND SMALL TREES. TOTAL AREA IS APPROXIMATELY
35 ACRES FOR THE BASE BID AND 1 ACRE FOR THE ADDITIVE #1. SEE
SPEC CLEARING AND GRUBBING 31 11 00.
2. REFER TO CG AND CP SHEETS FOR ADDITIONAL GRADING AND
ELEVATION INFORMATION AND REQUIREMENTS.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
D E
M O
L I T
I O
N
P
L A
N
V
I I I
A
D D
I T
I V
E
CD108A
AREA TO BE CLEARED AND GRUBBED
ITEMS TO BE REMOVED
STORM CULVERTS & FENCE TO BE
MATCHLINE CD109
M A
T C
H L
I N
E
C
D
M A
T C
H L
I N
E
C
D
MATCHLINE CD107
N:7234093.31
E: 3243461.18
N:7234125.59
E: 3243703.96
N:7233926.57
E: 3243732.00
1. MAJOR TREE REMOVAL HAS BEEN PERFORMED BY RED RIVER ARMY
DEPOT. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING REMAINING
STUMPS, SHRUBS AND SMALL TREES. TOTAL AREA IS APPROXIMATELY
35 ACRES FOR THE BASE BID AND 1 ACRE FOR THE ADDITIVE #1. SEE
SPEC CLEARING AND GRUBBING 31 11 00.
2. REFER TO CG AND CP SHEETS FOR ADDITIONAL GRADING AND
ELEVATION INFORMATION AND REQUIREMENTS.
NOTES:
R E
D
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I V
M
Y
D
E P
O T
H
O O
K S
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A S
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S E
SHEET
SEQUENCE
NUMBER
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
W G -1 9- B-
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
D E
M O
L I T
I O
N
P
L A
N
I X
CD109
AREA TO BE CLEARED AND GRUBBED
UNPAVED ROADWAY TO BE SCARIFIED TO A
MINIMUM OF 6" PRIOR TO MASS GRADING EFFORTS
ITEMS TO BE REMOVED
STORM CULVERTS & FENCE TO BE
X
X
X
X
X X
X
X
X
X
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T
E
C O
N C
R E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
A
S
P
H
A
L T
A
S
P
H
A
L T
RAILROAD TRACKS
RAILROAD TRACKS
RAILROAD TRACKS
RAILROAD TRACKS
R
A
I L
R
O
A
C
K
S
R
A
I L
R
O
A
C
K
S
R
A
I L
R
O
A
C
K
S
R
A
I L R
O
A
C
K
S
RAILROAD TRACKS
RAILROAD TRACKS
RAILROAD TRACKS
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
C
O
N
C
R
E
T E
O N
E
S
T O
R Y
B U
I L D
I N
G
B R
I C
K
C
B
M
H
M
H
W
A
C
C
E
A
D
H
I G
H
C
H A
N
K
S E
C U
R I T
Y
F
E N
C E
H
I G
H
C
H A
N
K
S E
C U
R I T
Y
F
E N
C E
BAN LANE - DIRT ROADWAY
BAN LANE - DIRT ROADWAY
B A
N L
A N
E
D
IR
T R
O A
D W
A Y
T R
E E
L
IN
E
T R
N
E
T R
E E
L
IN
E
T R
E E
L
IN
E
T
R
N
E
D I R
T
R
O A
D W
A Y
P R
I V
A T
E
G
U I D
E
S
I G
N
A
U T
O S
X
H
E I G
H T
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
T P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
G
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C
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B
M
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D
Xref N:\Red_River_AD\Design\DDCX1901 General Purpose Warehouse - FY19 DLA\02_CAD_BIM\05_Civil\_Master_Models\Ref\DDCX1901_GPW-DMMS_M2ECDJR9 - Structural Plan - 01_FoundationPlan_All_Coo....dwg
W
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W W
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COCO
GW
C B
C B
C B
C B
C B
D
D
C B
C B
C B
C B
C B
C B
C B
C B
C B
S T
C O
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C O
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C O
S T
C O
S T
C O
G
W
W
W
W
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S T
C O
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C O
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C O
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C O
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C O
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C O
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C O
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C O
S T
C O
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C O
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C O
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C O
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C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C
W W
RD
RD RD RD
RD
R
D
RD
RDRD
RD
RD
RD
RD
12" WATER
12" FIRE
C B
C B
C B
W
W
W
F
6' SIDEWALK
S
I D
E W
A L
K
S
I D
E W
A L
K
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
S
I D
E W
A L
K
S
I D
E W
A L
K
6' SIDEWALK
69.86'
42.36'
55.00'
48.96'
12.85'
17.50'
10.58'
48.96'
351.42'
13.18'
R
R
R
R
R
R
R
R
R
R
R
R
R
R
T O
P
O
F
B
A N
K
B T
M
O
F
P
O N
D
T O
P
O
F
P
O N
D
B T
M
O
F
P
O N
D
B I O
R
E T
E N
T I O
N
W A
T E
R
Q
U A
L I T
Y
P O
N D
B I O
R
E T
E N
T I O
N
W A
T E
R
Q
U A
L I T
Y
P O
N D
E L
E C
T R
I C
D
R E
F E
R
T
O
D
E T
A I L
S
S H
E E
T
E
S
M E
C H
A N
I C
A L
Y A x
C O
N T
R A
C T
Y
D O
W N
S
T A
G I N
G
A R
P P
R O
X
R
E S
POV PARKING
(18 SPACES)
R
R
W
I D
E
S
T O
R M
D R
A I N
A G
E
S
W A
L E
W
I D
E
S
T O
R M
D R
A I N
A G
E
S
W A
L E
R E
F E
R E
N C
E
S
S E
C T
I O
W
I D
E
S
T O
R M
D R
A I N
A G
E
S
W A
L E
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
GENERAL PURPOSE
WAREHOUSE
BAN LANE - NEW HEAVY
DUTY ASPHALT PAVEMENT
BAN LANE - NEW HEAVY
DUTY ASPHALT PAVEMENT
BAN LANE - NEW
HEAVY
DUTY ASPHALT PAVEMENT
BAN LANE - N
EW HEAVY
DUTY ASPHALT PAVEMENT
GENERAL PURPOSE
WAREHOUSE
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
NEW ACCESS ROAD
(ASPHALT)
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
NEW ACCESS ROAD
(ASPHALT)
R A
M P
R A
M P
R A
M P
C U
R B
R E
T A
I N
I N
G
W A
L L
C U
R B
R E
T A
I N
I N
G
W A
L L
LOADING
DOCK
LOADING
DOCK
LOADING
DOCK
C U
R B
R E
T A
I N
I N
G
W A
L L
CONCRETE PAVEMENT
F Y
N
E
I M
P R
O V
E M
E N
T S
A N
D
G
E N
E R
R
P O
R
E H
O U
S E
C
O N
S T
R U
C T
O
T H
E R
S
55.00'
CONCRETE PAVEMENT
CONCRETE PAVEMENT
P R
O P
A N
E
R
E F
U E
L I N
G
S
T A
T I O
N
G
A L
L O
N
T
A N
K
T
O
B
E
P R
O V
I D
A
M E
R I G
A S
S E
E
D
E T
A
C
W
I D
E
S
T O
R M
D R
A I N
A G
E
S
W A
L E
W
I D
E
S
T O
R M
D R
A I N
A G
E
S
W A
L E
C E
N T
E R
L I N
E
S
T O
R M
D R
A I N
A G
E
S
W A
L E
C E
N T
E R
L I N
E
S
T O
R M
D R
A I N
A G
E
S
W A
L E
C E
N T
E R
L I N
E
S
T O
R M
D R
A I N
A G
E
S
W A
L E
C E
N T
E R
L I N
E
S
T O
R M
D R
A I N
A G
E
S
W A
L E
E X
T E
R I O
R
S
T A
I R
S
E X
T E
R I O
R
S
T A
I R
S
E X
T E
R I O
R
S
T A
I R
S
E X
T E
R I O
R
S
T A
I R
S
M A
T C
H
N
V
E M
E N
T
C O
N S
T R
U C
T E
D
B
Y
P R
E V
I O
O
J E
C T
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
R
R
R
R
R
R
R
12.00' 36.80'
L I F
T
S T
A T
I O
N
F
E N
F
S E
T
L I M
I T
S
O
F
W
O R
K
W
W
W
F
P1
P
P
P
P1 P1
P
P
P
P
P
P1
P
CH
P
P
P
P
P1
P1
P1
P1
P1 P1
P1 P1
P1
P
P
P
P
P
P1P1P1P1P1P1P1
P
CH
CH
P1
P1
P1
P1
P1
P1
P1
CH
CH
P
CS101CS102
CS103CS105
CS104CS106
CS107CS109
CS108A
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. SEE SHEET C-204 FOR BAN ROAD ROADWAY ALIGNMENT DATA.
5. SEE SHEET C-XXX FOR ACCESS ROAD ROADWAY ALIGNMENT DATA.
6. SEE SHEET C-202A FOR ADDITIVE #1 ROADWAY NORTH ROAD AND BAN
ROAD ALIGNMENT DATA.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
O V
E R
A L
L
S I T
E
P
L A
N
CS100
N
300'0 150'
GENERAL PURPOSE
WAREHOUSE
FY17 GPW
CONSTRUCTED
BY OTHERS
C T
R
L
A Y
D O
W N
AutoCAD SHX Text
UTILITY SIGN "WATER LINE BELOW" 1.0'X0.5' 4.6' HEIGHT
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
H
0+00
1+00
2+00
3+00
BP: 0+00.00
PC: 0+19.62
PT: 0+39.56
60'0 30'
N
MATCHLINE CS102
MATCHLINE CS101
MATCHLINE CS102
MATCHLINE CS101
F
I R
E
W
F
W
W
F
F
24'
B A
N
L A
A
V Y
D U
P
H A
V
E M
E N
T
FY17 BAN LANE IMPROVEMENTS
AND GENERAL PURPOSE WAREHOUSE
(CONSTRUCTED BY OTHERS)
MATCH NEW PAVEMENT
CONSTRUCTED BY
PREVIOUS PROJECT
X
X
X
X
X
X
X
X
X
X
X
B A
N
L A
I R
T
R
O A
D W
A Y
CP5907
CP5905
CP123
CP5903
CP2
CP862
CP114
CP861
W
F
W
W
F
F
C H
P
P
P
C H
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. SEE SHEET C-204 FOR BAN ROAD ROADWAY ALIGNMENT DATA.
5. SEE SHEET C-XXX FOR ACCESS ROAD ROADWAY ALIGNMENT DATA.
6. SEE SHEET C-202A FOR ADDITIVE #1 ROADWAY NORTH ROAD AND BAN
ROAD ALIGNMENT DATA.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S I T
E
P
L A
N
I
CS101
AutoCAD SHX Text D
AutoCAD SHX Text Y
3+00
4+00
5+00
6+00
7+00
8+00
9+00
PC: 3+50.92
PT: 4+04.46
PC: 5+55.39
PT: 6
+29.5
PC: 6
+84.3
PT: 7+26.75
PC: 7+86.25PT: 7+86.48
SD
SD
SD
SD
SD
SD
W
C
B
M
H
M
H
60'0 30'
N
MATCHLINE CS104
MATCHLINE CS102
M A
T C
H L
I N
E
C
S
M A
T C
H L
I N
E
C
S
MATCHLINE CS102
MATCHLINE CS101
MATCHLINE CS102
MATCHLINE CS101
MATCHLINE CS104
MATCHLINE CS102
W
CB
W
W
W
R
D
W
A T
E R
F
I R
E
S
I D
E W
A L K
48.00'
56.42'
R50'
R45'
R50'
N: 7234766.19
E: 3245013.97
N: 7234907.99
E: 3244896.18
N: 7234910.17
E: 3244875.64
24'
502.33'
3' WIDE STORM
DRAINAGE SWALE
GENERAL PURPOSE
WAREHOUSE
B A
N
L A
A
V Y
D U
P
H A
V
E M
E N
T
NEW ACCESS ROAD
(ASPHALT)
N: 7234717.12
E: 3244871.88
RAMP
CURB
RETAINING
WALL
N: 7234707.60
E: 3244803.55
N: 7234710.04
E: 3244821.05
L O
A D
I N
G
D O
C K
N: 7234781.55
E: 3244943.68
N: 7234775.63
E: 3244919.26
CENTERLINE STORM
DRAINAGE SWALE
LIMITS OF WORK
N: 7235145.66
E: 3244863.07
N: 7235163.56
E: 3244840.35
N: 7235182.20
E: 3245145.09
N: 7235331.94
E: 3245135.29
N: 7235329.70
E: 3245101.16
N: 7235197.82
E: 3245112.37
PLACE SINGLE GUARDRAIL TERMINAL
DETAIL C-521
AND BEGIN METAL BEAM GUARD FENCE
N: 7234889.61
E: 3245082.73
PLACE SINGLE GUARDRAIL TERMINAL
DETAIL C-521
AND END METAL BEAM GUARD FENCE
N: 7234904.82
E: 3245235.63
PLACE SINGLE GUARDRAIL TERMINAL
DETAIL C-521
AND END METAL BEAM GUARD FENCE
N: 7234827.96
E: 3244998.85
PLACE SINGLE GUARDRAIL TERMINAL
DETAIL C-521
AND BEGIN METAL BEAM GUARD FENCE
N: 7234848.39
E: 3245151.73
N: 7234921.78
E: 3244995.22
N: 7234971.30
E: 3244988.32
N: 7234998.90
E: 3245186.41
N: 7234949.38
E: 3245193.31
LIMITS OF WORK
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
R A
I L R
O A
D
T
R A
C K
S
R A
I L R
O A
D
T
R A
C K
S
R A
I L R
O A
D
T
R A
C K
S
R A
I L
R O
A
C K
S
C
B
M
H
M
H
W
A
C
C
E
A
D
7' HIGH CHAIN LINK
SECURITY FENCE
7' HIGH CHAIN LINK
SECURITY FENCE
CP5910
CP5906
CP5918
CP860
CP209
CP882
CP883
CP212
CP213
CP210
CP1616
CP211
CP201
CP202
CP325
CP864
P
P1
P
P
P1
P1
P1
P
P
P
C H
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. SEE SHEET C-204 FOR BAN ROAD ROADWAY ALIGNMENT DATA.
5. SEE SHEET C-XXX FOR ACCESS ROAD ROADWAY ALIGNMENT DATA.
6. SEE SHEET C-202A FOR ADDITIVE #1 ROADWAY NORTH ROAD AND BAN
ROAD ALIGNMENT DATA.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S I T
E
P
L A
N
I
CS102
MATCHLINE CS103
MATCHLINE CS105
MATCHLINE CS103
MATCHLINE CS105
M A
T C
H L
I N
E
C
S
M A
T C
H L
I N
E
C
S
W
CB
CB
CB
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
R
D
R
D
CB
48.00'
56.40'
R45'
R50'
R75'
TOP OF BANK
BTM OF POND
BIO-RETENTION
WATER QUALITY
POND
N: 7233991.58
E: 3245130.39
N: 7234084.99
E: 3245159.39
R20'
16'
25'
3' WIDE STORM
DRAINAGE SWALE
GENERAL PURPOSE
WAREHOUSE
N: 7234311.23
E: 3244852.52
N: 7234313.67
E: 3244870.02
N: 7234321.60
E: 3244926.97
NEW ACCESS ROAD
(ASPHALT)
RAMP
L O
A D
I N
G
D O
C K
CURB
RETAINING
WALL
6.00'
N: 7234281.72
E: 3245013.30
N: 7234278.29
E: 3244988.54
PROPANE REFUELING STATION
(1000 GALLON TANK TO BE
PROVIDED BY AMERIGAS)
SEE DETAIL B/C-501
LIMITS OF WORK
LIMITS OF WORK
17'
CENTER OF RADIUS
N: 7234059.22
E: 3244995.57
CENTER OF RADIUS
N: 7234150.34
E: 3244982.88
R20'
16'
N: 7234104.21
E: 3245106.18
CP5916
CP5915
CP6101
CP5914
CP5912
CP5913
CP5911
CP5909
CP5908
CP207
P1
P1
P1
P
P1
P
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. SEE SHEET C-204 FOR BAN ROAD ROADWAY ALIGNMENT DATA.
5. SEE SHEET C-XXX FOR ACCESS ROAD ROADWAY ALIGNMENT DATA.
6. SEE SHEET C-202A FOR ADDITIVE #1 ROADWAY NORTH ROAD AND BAN
ROAD ALIGNMENT DATA.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S I T
E
P
L A
N
I I
CS103
9+00
10+00
11+00
12+00
13+00
14+00
15+00
C
B
D
60'0 30'
N
MATCHLINE CS104
MATCHLINE CS104
MATCHLINE CS106
MATCHLINE CS102
M A
T C
H L
I N
E
C
S
M A
T C
H L
I N
E
C
S
MATCHLINE CS104
MATCHLINE CS102
O
C O
G W
G
W
CB
CB
CB
CB
CB
W
W
R
D
R
D
R
D
R
D
R
D
R
D
S
I D
E W
A L
K
8' SIDEWALK
6' SIDEWALK
6' SIDEWALK
S
I D
E W
A L K
64.37'
56.42'
R45'
R10'
MECHANICAL
YARD 8'x4'
P O
V
P
A R
K I N
G
S
P A
C E
S
24'
GENERAL PURPOSE
WAREHOUSE
B A
N
L A
A
V Y
D U
P
H A
V
E M
E N
T
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
N: 7234657.69
E: 3244445.22
73'
N: 7234694.77
E: 3244131.54
N: 7234672.01
E: 3244180.17
N: 7234720.69
E: 3244317.74
37'
CENTERLINE STORM
DRAINAGE SWALE
EXTERIOR STAIRS
LIMITS OF WORK
N: 7234743.37
E: 3244325.27
N: 7234713.56
E: 3244437.44
N: 7234751.93
E: 3244386.66
17'
LIFT
STATION
3' FENCE OFFSET
N: 7234663.88
E: 3244200.68
X
X
X
R A
I L R
O A
D
T
R A
C K
S
R
A
I L
R
O
A
C
K
S
R
A
I L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
CP206
CP214
CP879
CP324
CP877
CP865
CP880
CP864
CP5919
P
P
P
P
C H
P
P
P
P
P
P
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. SEE SHEET C-204 FOR BAN ROAD ROADWAY ALIGNMENT DATA.
5. SEE SHEET C-XXX FOR ACCESS ROAD ROADWAY ALIGNMENT DATA.
6. SEE SHEET C-202A FOR ADDITIVE #1 ROADWAY NORTH ROAD AND BAN
ROAD ALIGNMENT DATA.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S I T
E
P
L A
N
I V
CS104
60'0 30'
N
MATCHLINE CS105
MATCHLINE CS103
MATCHLINE CS107
MATCHLINE CS105
MATCHLINE CS103
MATCHLINE CS105
M A
T C
H L
I N
E
C
S
M A
T C
H L
I N
E
C
S
MATCHLINE CS105
MATCHLINE CS107
D
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
CBCB
97.98'
BTM OF POND
TOP OF POND
BTM OF POND
BIO-RETENTION
WATER QUALITY
POND
R20'
16'
GENERAL PURPOSE
WAREHOUSE
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
C O
N C
R E
V
E M
E N
T
C O
N C
R E
V
E M
E N
T
EXTERIOR STAIRS
EXTERIOR STAIRS
LIMITS OF WORK
R20'
16'
CENTER OF RADIUS
N: 7233946.20
E: 3244297.23
CENTER OF RADIUS
N: 7234057.13
E: 3244281.78
CENTER OF RADIUS
N: 7233978.21
E: 3244527.01
CENTER OF RADIUS
N: 7234089.14
E: 3244511.56
R20'
R20'
R20'
R20'
CENTER OF RADIUS
N: 7234122.47
E: 3244782.81
CENTER OF RADIUS
N: 7234031.35
E: 3244795.51
CP6168
CP6166
CP6169
CP6170
CP207
CP205
CP208
CP217
P
P
P
P
P
P
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. SEE SHEET C-204 FOR BAN ROAD ROADWAY ALIGNMENT DATA.
5. SEE SHEET C-XXX FOR ACCESS ROAD ROADWAY ALIGNMENT DATA.
6. SEE SHEET C-202A FOR ADDITIVE #1 ROADWAY NORTH ROAD AND BAN
ROAD ALIGNMENT DATA.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S I T
E
P
L A
N
CS105
60'0 30'
N
MATCHLINE CS107
MATCHLINE CS109
MATCHLINE CS105
M A
T C
H L
I N
E
C
S
MATCHLINE CS109
MATCHLINE CS107
MATCHLINE CS107
M A
T C
H L
I N
E
C
S
MATCHLINE CS105
MATCHLINE CS107
X r e f
N
R e d R i v e r A
D D e s i g n D
D C
X
G e n e r a l
P u r p o s e
W a r e h o u s e
F
Y
D
L A
C
A D
B
I M
C i v i l M a s t e r M o d e l s R e f D
D C
X G
P W
D
M M
S M
E
C D
J R
S t r u c t u r a l
P l a n
F o u n d a t i o n P l a n A l l C o o d w g
W
CB
D
CB
R
D
S
I D
E W
A L K
447.33'
302.65'
56.40'
R50'
R45'
R75'
N: 7234125.59
E: 3243703.96
N: 7233926.57
E: 3243732.00
N: 7233994.52
E: 3244219.82
N: 7233867.21
E: 3244237.56
25'
REFERENCE S-302
SECTION 4 & 5
GENERAL PURPOSE
WAREHOUSE
N: 7234169.90
E: 3243837.90
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
RAMP
CURB
RETAINING
WALL
N: 7234177.19
E: 3243890.25
N: 7234179.63
E: 3243907.75
L O
A D
I N
G
D O
C K
C O
N C
R E
V
E M
E N
T
N: 7234107.96
E: 3243765.76
N: 7234111.41
E: 3243790.52
3' WIDE STORM
DRAINAGE SWALE
3' WIDE STORM
DRAINAGE SWALE
EXTERIOR STAIRS
LIMITS OF WORK
17'
R63'
CENTER OF RADIUS
N: 7234057.13
E: 3244281.78
N: 7234150.39
E: 3243700.82
CP6163
CP6164
CP6165
CP6167
CP216
CP204
P1
P1
P
P
P
P
P1P1
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. SEE SHEET C-204 FOR BAN ROAD ROADWAY ALIGNMENT DATA.
5. SEE SHEET C-XXX FOR ACCESS ROAD ROADWAY ALIGNMENT DATA.
6. SEE SHEET C-202A FOR ADDITIVE #1 ROADWAY NORTH ROAD AND BAN
ROAD ALIGNMENT DATA.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S I T
E
P
L A
N
V
I
CS107
MATCHLINE CS109
M A
T C
H L
I N
E
C
S
A
M A
T C
H L
I N
E
C
S
MATCHLINE CS109
CONTRACTOR LAYDOWN/STAGING
AREA (APPROX. 2 ACRES)
N: 7234093.31
E: 3243461.18
N: 7234122.08
E: 3243482.65
CP6161
CP871
CP6162
CP872
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. SEE SHEET C-204 FOR BAN ROAD ROADWAY ALIGNMENT DATA.
5. SEE SHEET C-XXX FOR ACCESS ROAD ROADWAY ALIGNMENT DATA.
6. SEE SHEET C-202A FOR ADDITIVE #1 ROADWAY NORTH ROAD AND BAN
ROAD ALIGNMENT DATA.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W
G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l e
N a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
N o
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w e d b y
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
I L
S
E C
T I O
N
D
C
B
A
P L O
T
S
C A
L E
P L O
T
D
A T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
S I T
E
P
L A
N
I
CS109
X
X
X
X X
X
X
X
X
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C O
N C
R E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
A
S
P
H
A
L T
A
S
P
H
A
L T
RAILROAD TRACKS
RAILROAD TRACKS
RAILROAD TRACKS
RAILROAD TRACKS
R
A
I L
R
O
A
C
K
S
R
A
I L
R
O
A
C
K
S
R
A
I L
R
O
A
C
K
S
R
A
I L R
O
A
C
K
S
RAILROAD TRACKS
RAILROAD TRACKS
RAILROAD TRACKS
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
C
O
N
C
R
E
T E
O N
E
S
T O
R Y
B U
I L D
I N
G
B R
I C
K
C
B
M
H
M
H
W
T R
E E
L
IN
E
T R
N
E
T R
E E
L
IN
E
T R
E E
L
IN
E
T
R
N
E
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
T P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
C P
G
W
W
W
C
B
C
B
M
H
M
H
S I N
G
P
E
C
U L V
E R
T
R
N
W
S I N
G
P
E
C
U L V
E R
T
R
S
E
G
R
S
R
N
R
N
R
N
R
S
R
S
R
S
C A
T C
H
B
A S
M
R
E
R
N
R
S
R
S
C U
L E
T
R
I M
R
E
R
N
R
N
C U
L E
T
R
I M
R
W
R
W
V A
L V
E
C
O V
E R
V A
L V
E
T
O N
R
N
R
S
V A
L V
E
C
O V
E R
V A
L V
E
T
O N
R
E
R
N
S T
O R
M
M
H
R
I M
R
W
R
E
R
W
C A
T C
H
B
A S
M
R
N
R
W
S A
N I T
A R
Y
S
E W
M
R
I M
R
W
R
N
R
W
V A
L V
E
C
O V
E R
V A
L V
E
T
O N
R
N
C
S
W
C
S
W
C
N
W
C
S
E
C
E
C
W
C
W
C
E
C
E
C
W
S
D
CG101CG102
CG103CG105
CG104CG106
CG107
CG108A
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
GENERAL PURPOSE
WAREHOUSE
BAN LANE - NEW HEAVY
DUTY ASPHALT PAVEMENT
BAN LANE - NEW HEAVY
DUTY ASPHALT PAVEMENT
BAN LANE - NEW
HEAVY
DUTY ASPHALT PAVEMENT
BAN LANE - N
EW HEAVY
DUTY ASPHALT PAVEMENT
GENERAL PURPOSE
WAREHOUSE
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
NEW ACCESS ROAD
(ASPHALT)
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
NEW ACCESS ROAD
(ASPHALT)
F Y
B
P R
O V
E M
E N
T S
A N
D
G
E N
E R
A L
P
U R
P O
R
E H
O U
S E
C
O N
S T
R U
C T
O
T H
E R
S
M A
T C
H
N
V
E M
E N
T
C O
N S
T R
U C
T E
D
B
Y
P R
E V
I O
O
J E
C T
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
L I M
I T
S
O
F
W
O R
K
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
A
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
MATCHLINE CG102
MATCHLINE CG103
MATCHLINE CG104
MATCHLINE CG105
MATCHLINE CG106
MATCHLINE CG107
W
W
W
W W
W
W
COCO
GW
G
W
G
A S
2.5" GAS
2.5" GAS
G
G
A S
C B
C B
C B
C B
C B
C B
D
D
C B
C B
C B
C B
C B
F
F
F
F
F
F
F
F
W x
W x
W x
W x
W x
W x
W x W x W x
W x
W x
W x
W x
C B
C B
C B
C B x
C
O N
C R
E T
E
B
O X
C U
L V
E R
H
E A
D W
A L
L S
S E
E
D
E T
A I L
S
S
H E
E T
S
C
P
R
F O
R A
T E
D
S P
A C
O
C
P
R
F O
R A
T E
D
S P
A C
O
C
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
30" STORM
G
W
W
W
W
W
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S
T
C O
S
T
C O
S
T
C O
S
T
C O
S
T
C O
S T
C O
S T
C O
S
T
C O
S T
C O
S T
C O
S
T
C O
S
T
C O
S
T
C O
S
T
C O
S
T
C O
S
T
C O
S
T
C O
S
T
C O
S T
C O
S T
C O
S T
C O
S T
C O
S T
C
W W
RD
RD RD RD
RD
RD
RD
RDRD
R
D
RD
RD
R
D
12" WATER
12" FIRE
C B
C B
C B
W
W
F
F
F
S
D
S D
F
G
G
G
G
G
G
S S
S S
S S
S S
S S
S S
S S
SS
SS
F
F
W
W
W
W
W
W
W
P
P
P
P
P
P
P
P
P
P
P
P
P
W
E
W
E
W
EW
E
W
E
W
E
W
E
W
E
W
E
W
E
W
E
W
E
P
P
P
P
P
P
P
P
P
P
P
ES102
P
P
W
E
P
P
P
P
W
W
W
E
W
E
W
E
W
E
,2
,2
,2
,1
,1
,1
,1
,8
,8
,8
,8
,8
,8
,4
,4
,4
,4
,4
,7 5
,7
,7
,7
,7
,7
,7
,3
,3
,3
,3
,3
,4
,4
,4
,4
,4
,1
,1
,1
,1
,1
ES102
,1
,1
,7
,8
,8
,2
,2
,7
,3
,3
,3
W
,2
W
E
,3
W
,1
W
E
,3
W
E
,3
W
E
,7
J
W
F
P1
P
P
P
P1P1
P
P
P
P
P
P1
P
C H
P
P
P
P
P1
P1
P1
P1
P1 P1P1
P1 P1
P
P
P
P
P
P1P1P1P1P1P1P
P
C H
CH
P1
P1
P1
P1
P1
P1
P1
CH
CH
P
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT UNPAVED AREA TO THE FOUNDATION SLAB AND IS 12 INCHES
BELOW THE FINISH FLOOR ELEVATION.
5. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT LOADING DOCK AREA TO THE FOUNDATION SLAB AND IS 4 FEET
BELOW THE FINISH FLOOR ELEVATION ON THE XXX SIDE OF THE BUILDING.
6. SEE C-200 SHEETS FOR PROFILES
7. SEE CG100 FOR POINT TABLES.
NOTES:
POINT TABLE
PT NUMBER
NORTHING
7,234,946.55
7,234,859.17
7,234,843.15
7,234,824.39
7,234,817.49
7,234,810.59
7,234,803.69
7,234,671.00
7,234,662.05
7,234,622.75
7,234,631.32
7,234,637.36
7,234,601.63
7,234,057.41
7,234,013.50
EASTING
3,245,038.99
3,244,913.62
3,244,798.13
3,244,663.43
3,244,613.90
3,244,564.38
3,244,514.86
3,243,601.24
3,243,557.64
3,243,567.61
3,243,609.38
3,243,638.79
3,243,689.42
3,243,765.23
3,243,823.34
ELEVATION
338.50
353.55
355.47
356.30
356.60
356.89
357.18
364.19
373.09
372.78
364.25
362.70
358.98
356.23
354.96
DESCRIPTIONS
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
POINT TABLE
PT NUMBER
NORTHING
7,234,070.61
7,234,066.33
7,234,058.20
7,234,153.52
7,234,202.40
7,234,238.43
7,234,282.75
7,234,782.59
7,234,610.43
7,234,551.10
7,234,519.73
7,234,363.21
7,234,206.69
7,234,180.93
7,234,145.59
EASTING
3,244,233.33
3,244,260.93
3,244,277.95
3,244,985.31
3,245,018.50
3,245,026.90
3,245,020.73
3,244,951.10
3,243,754.76
3,243,751.89
3,243,756.35
3,243,778.15
3,243,799.96
3,243,803.54
3,243,808.47
ELEVATION
348.28
347.80
347.50
347.50
350.79
352.83
355.31
356.82
359.00
360.00
359.86
358.30
359.86
359.00
357.13
DESCRIPTIONS
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
POINT TABLE
PT NUMBER
NORTHING
7,234,156.15
7,234,115.99
7,234,273.96
7,234,298.64
7,234,306.82
7,234,342.17
7,234,367.90
7,234,523.74
7,234,679.79
7,234,705.91
7,234,720.62
7,234,732.99
7,234,774.04
EASTING
3,243,873.88
3,243,823.44
3,244,957.48
3,244,891.02
3,244,962.05
3,244,957.13
3,244,953.35
3,244,931.64
3,244,909.90
3,244,908.93
3,244,891.32
3,244,903.56
3,244,888.08
ELEVATION
360.00
355.00
355.00
360.00
357.19
359.00
359.85
358.30
359.85
360.00
360.00
359.00
355.00
DESCRIPTIONS
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W G
B
1 2 3 4 5
D r a w n b y
D e s i g n e d b y
S u b m i t t e d b y
F i l a m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i o n
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
C
T I O
N
D
C
B
A
P L
A
L E
P L
T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i n g
N o
A c t i o n
D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
O V
E R
A L
L
G R
A D
I N
G
P
L A
N
CG100
300'0 150'
N
FY17 GPW
(CONSTRUCTED BY
OTHERS)
FY19 GENERAL
PURPOSE WAREHOUSE
C T
R
L
A Y
D O
W N
AutoCAD SHX Text
UTILITY SIGN "WATER LINE BELOW" 1.0'X0.5' 4.6' HEIGHT
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
AutoCAD SHX Text D
AutoCAD SHX Text Y
X
X
X
X
X
X
X
X
X
CP5907
CP5905
CP123
CP5903
CP2
CP862
CP114
CP861
W x
B A
N
L A
A
V Y
D U
P
H A
V
E M
E N
T
FY17 BAN LANE IMPROVEMENTS
AND GENERAL PURPOSE WAREHOUSE
(CONSTRUCTED BY OTHERS)
MATCH NEW PAVEMENT
CONSTRUCTED BY
PREVIOUS PROJECT
60'0 30'
N
MATCHLINE CG101
MATCHLINE CG102
M A
T C
H L I N
E
C
G
M A
T C
H L I N
E
C
G
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
I R
E
F
F
F
F
F
F
F
F
F
F
S
D
S
D
S
D
S
D
S
D
S
D
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
S S
S S
S S
S S
S S
S S
S S
S S
S S
SS
SS
SS
SS
SS
SS
SS
SS
S S
S S
S S
F
F
S D
S D
F
F
F
P
P 1P
P
W
W
E
W
F
W
W
F
F
0+00
1+00
2+00
3+00
BP: 0+00.00
PC: 0+19.62
PT: 0+39.56
C H
P
P
P
C H
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT UNPAVED AREA TO THE FOUNDATION SLAB AND IS 12 INCHES
BELOW THE FINISH FLOOR ELEVATION.
5. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT LOADING DOCK AREA TO THE FOUNDATION SLAB AND IS 4 FEET
BELOW THE FINISH FLOOR ELEVATION ON THE XXX SIDE OF THE BUILDING.
6. SEE CULVERT PROFILES SHEET C-205.
7. SEE CG100 FOR POINT TABLES.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W G
B
1 2 3 4 5
D r a w n b y
D e s i g n
S u b m i t t e d b y
F i m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
C
T I O
N
D
C
B
A
P L
A
L E
P L
T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i
A c t i o n D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
G R
A D
I N
G
P
L A
N
I
CG101
AutoCAD SHX Text D
AutoCAD SHX Text Y
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T
E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
C
O
N
C
R
E
T E
R A
I L R
O A
D
T
R A
C K
S
R A
I L R
O A
D
T
R A
C K
S
R A
I L R
O A
D
T
R A
C K
S
R A
I L R
O A
D
T
R A
C K
S
C
B
M
H
M
H
W
CP5910
CP5906
CP5918
CP860
CP209
CP882
CP883
CP212
CP213
CP210
CP1616
CP211
CP201
CP202
CP325
CP864
333334
W
C
B
M
H
M
H
C
P
C
P
C
P
C
P
W x
W x
18" RCP FL S: 352.60
60" RCP FL N: 341.29
60" RCP FL N: 341.25
60" RCP FL N: 341.21
60" RCP FL S: 339.86
60" RCP FL S: 339.85
60" RCP FL S: 339.87
CATCH BASIN RIM: 358.01
18" RCP FL E: 354.36
18" RCP FL N: 353.54
18" RCP FL S: 353.54
18" RCP FL S: 354.84
CURB INLET RIM: 358.29
18" RCP FL E: 353.62
18" RCP FL N: 354.22
18" RCP FL N: 355.62
CURB INLET RIM: 358.37
18" RCP FL W: 353.62
18" RCP FL W: 353.62
VALVE COVER: 359.11
VALVE (TON): 356.42
GENERAL PURPOSE
WAREHOUSE
B A
N
L A
A
V Y
D U
P
H A
V
E M
E N
T
NEW ACCESS ROAD
(ASPHALT)
LIMITS OF WORK
LIMITS OF WORK
60'0 30'
N
MATCHLINE CG101
MATCHLINE CG102
MATCHLINE CG102
MATCHLINE CG104
M A
T C
H L I N
E
C
G
M A
T C
H L I N
E
C
G
W
F
F
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
6 - 8'x5' CONCRETE BOX
CULVERTS W/ HEADWALLS
SEE DETAILS SHEETS C-512-514
W
W
W
R
D
W
A T
E R
F
I R
E
G
G
G
G
G
G
G
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
3+00
4+00
5+00
6+00
7+00
8+00
9+00
PC: 3+50.92
PT: 4+04.46
PC: 5+55.39
PT: 6
+29.5
PC: 6
+84.3
PT: 7+26.75
PC: 7+86.25
PT: 7+86.48
TC 359.24 TC 359.24
TC 359.24
TC 356.76
TC 357.01
TW 362.00
TW 362.50
TW 357.20
TW 357.70
TW 362.00
TW 362.50
TW 362.50
TW 361.50
BW 357.20
BW 358.00
BW 357.20
BW 357.20
358.30
FFE 362.00
B P
P I
P I
P I
P I
E P
B P
E P
SD
SD
SD
SD
SD
SD
361.92361.92
P
P1
P
P
P1
P1
P1
P
P
P
C H
356.82
354.55
355.47
353.55
338.50
341.08
344.00
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT UNPAVED AREA TO THE FOUNDATION SLAB AND IS 12 INCHES
BELOW THE FINISH FLOOR ELEVATION.
5. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT LOADING DOCK AREA TO THE FOUNDATION SLAB AND IS 4 FEET
BELOW THE FINISH FLOOR ELEVATION ON THE XXX SIDE OF THE BUILDING.
6. SEE CULVERT PROFILES SHEET C-205.
7. SEE CG100 FOR POINT TABLES.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W G
B
1 2 3 4 5
D r a w n b y
D e s i g n
S u b m i t t e d b y
F i m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
C
T I O
N
D
C
B
A
P L
A
L E
P L
T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i
A c t i o n D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
G R
A D
I N
G
P
L A
N
I
CG102
CP5916
CP5915
CP6101
CP5914
CP5912
CP5913
CP5911
CP5909
CP5908
CP207
GENERAL PURPOSE
WAREHOUSE
NEW ACCESS ROAD
(ASPHALT)
LIMITS OF WORK
LIMITS OF WORK
60'0 30'
N
MATCHLINE CG103
MATCHLINE CG105
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
W
CB
CB
CB
6" PVC PERFORATED
SPACED 16' O.C.
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
R
D
R
D
CB
TC 358.00
TC 358.00
TC 358.00
TC 359.24
TC 359.24
TW 362.50 TW 362.00
TW 361.58
TW 357.70
TW 360.10
TW 362.50
358.30
FFE 362.00
361.92361.92
P1
P1
P1
P
P1
P
347.50 347.50
349.50
349.50
349.50
349.50
355.31
350.79
347.51
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT UNPAVED AREA TO THE FOUNDATION SLAB AND IS 12 INCHES
BELOW THE FINISH FLOOR ELEVATION.
5. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT LOADING DOCK AREA TO THE FOUNDATION SLAB AND IS 4 FEET
BELOW THE FINISH FLOOR ELEVATION ON THE XXX SIDE OF THE BUILDING.
6. SEE CULVERT PROFILES SHEET C-205.
7. SEE CG100 FOR POINT TABLES.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W G
B
1 2 3 4 5
D r a w n b y
D e s i g n
S u b m i t t e d b y
F i m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
C
T I O
N
D
C
B
A
P L
A
L E
P L
T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i
A c t i o n D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
G R
A D
I N
G
P
L A
N
I I
CG103
X
R A
I L R
O A
D
T
R A
C K
S
R
A
I L
R
O
A
C
K
S
R
A
I L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
CP206
CP214
CP879
CP324
CP877
CP865
CP880
CP864
CP5919
C
B
C
P
C
P
24" RCP FL N: 352.87
24" RCP FL S: 352.93
18" RCP FL N: 359.05
24" RCP FL W: 358.47
36" RCP FL E: 358.53
24" RCP FL W: 359.17
CATCH BASIN RIM: 363.59
24" RCP FL N: 360.39
D
GENERAL PURPOSE
WAREHOUSE
B A
N
L
A N
E
N
A
V Y
D U
P
H A
V
E M
E N
T
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
LIMITS OF WORK
60'0 30'
N
MATCHLINE CG102
MATCHLINE CG104
MATCHLINE CG104
MATCHLINE CG106
M A
T C
H L I N
E
C
G
M A
T C
H L I N
E
C
G
O
C O
G W
G
W
2.5" GAS
G
A S
CB
CB
CB
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
CB
CB
W
W
R
D
R
D
R
D R
D
R
D
R
D
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
9+00
10+00
11+00
12+00
13+00
14+00
15+00
TC 360.41
TC 360.20
TC 360.36
TC 361.50
TC 361.53
TC 361.57
BW 358.00
BW 356.95
TC 360.00
TW 361.12
FFE 362.00
FFE 362.00
FFE 362.00
361.25
361.35
361.45
361.44
361.31
361.34
361.34
361.02
361.02
360.84
360.84
360.97
360.97
360.84
361.69
361.69
P
P
P
P
C H
P
P
P
P
P
P
356.30
356.89
357.18
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT UNPAVED AREA TO THE FOUNDATION SLAB AND IS 12 INCHES
BELOW THE FINISH FLOOR ELEVATION.
5. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT LOADING DOCK AREA TO THE FOUNDATION SLAB AND IS 4 FEET
BELOW THE FINISH FLOOR ELEVATION ON THE XXX SIDE OF THE BUILDING.
6. SEE CULVERT PROFILES SHEET C-205.
7. SEE CG100 FOR POINT TABLES.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W G
B
1 2 3 4 5
D r a w n b y
D e s i g n
S u b m i t t e d b y
F i m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
C
T I O
N
D
C
B
A
P L
A
L E
P L
T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i
A c t i o n D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
G R
A D
I N
G
P
L A
N
I
CG104
CP6168
CP6166
CP6169
CP6170
CP207
CP205
CP208
CP217
GENERAL PURPOSE
WAREHOUSE
G E
N E
R A
L
P
U R
P O
S E
W A
R E
H O
U S
E
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
LIMITS OF WORK
60'0 30'
N
MATCHLINE CG106
MATCHLINE CG107
MATCHLINE CG103
MATCHLINE CG105
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
D
6" PVC PERFORATED
SPACED 16' O.C.
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
P L
P L
P L
P L
P L
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
ST
CO
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
P L
CBCB
355.47
355.47
FFE 362.00
FFE 362.00
P
P
P
P
P
P
347.50 347.50
347.50 347.50
347.50 347.50
349.50
349.50
349.50
349.50
349.50
349.50 349.50
349.50
349.50 349.50
349.50349.50
348.28
347.80
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT UNPAVED AREA TO THE FOUNDATION SLAB AND IS 12 INCHES
BELOW THE FINISH FLOOR ELEVATION.
5. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT LOADING DOCK AREA TO THE FOUNDATION SLAB AND IS 4 FEET
BELOW THE FINISH FLOOR ELEVATION ON THE XXX SIDE OF THE BUILDING.
6. SEE CULVERT PROFILES SHEET C-205.
7. SEE CG100 FOR POINT TABLES.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W G
B
1 2 3 4 5
D r a w n b y
D e s i g n
S u b m i t t e d b y
F i m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
C
T I O
N
D
C
B
A
P L
A
L E
P L
T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i
A c t i o n D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
G R
A D
I N
G
P
L A
N
CG105
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CONCRETE
R
A
I L
R
O
A
C
K
S
R
A
I L R
O
A
C
K
S
R A
I L R
O A
D
T
R A
C K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
R
A
I
L
R
O
A
C
K
S
C
O
N
C
R
E
T E
ONE STORY
BUILDING
BRICK
CP324
CP877
CP881
CP323
CP322
CP203
CP878
CP318
CP865
CP6158
CP867
CP320
W
C
B
C
P
C
P
C
P
C
P
G
VALVE COVER: 365.57
VALVE (TON): 362.97
18" RCP FL E: 362.58
18" RCP FL N: 359.05
STORM MH RIM: 365.77
24" RCP FL W: 358.47
36" RCP FL E: 358.53
24" RCP FL W: 359.17
CATCH BASIN RIM: 363.59
24" RCP FL N: 360.39
18" RCP FL W: 360.39
SANITARY SEWER MH RIM: 366.50
6" RCP FL W: 363.90
6" RCP FL N: 363.90
18" RCP FL W: 363.15
S
D
GENERAL PURPOSE
WAREHOUSE
B A
N
L
A N
E
N
A
V Y
D U
P
H A
V
E M
E N
T
NEW ACCESS ROAD
(ASPHALT)
LIMITS OF WORK
60'0 30'
N
MATCHLINE CG104
MATCHLINE CG106
MATCHLINE CG106
MATCHLINE CG108A
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
W
W
G
A S
G
A S
CB
CB
CB
CB
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
R
D
R
D
R
D
S S
S S
15+00
16+00
17+00
18+00
19+00
PC: 19+34.94
P T
.1
E P
.0
TC 361.50
TC 361.53
TC 362.10 TC 361.50
TC 361.50
TC 362.98
TC 363.58
TC 362.50
TC 362.50
TC 361.57
TC 361.60
TC 363.63
TC 361.49 TC 360.71 TC 360.71
358.30
FFE 362.00
FFE 362.00
361.00 361.60
361.60
361.69
361.69
361.40
361.25
361.92 361.92
25 26 27
P
P1
P1
P1P1 P1
P
P
P
P
364.25
362.90
358.98
364.19
363.09
362.07
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT UNPAVED AREA TO THE FOUNDATION SLAB AND IS 12 INCHES
BELOW THE FINISH FLOOR ELEVATION.
5. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT LOADING DOCK AREA TO THE FOUNDATION SLAB AND IS 4 FEET
BELOW THE FINISH FLOOR ELEVATION ON THE XXX SIDE OF THE BUILDING.
6. SEE CULVERT PROFILES SHEET C-205.
7. SEE CG100 FOR POINT TABLES.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W G
B
1 2 3 4 5
D r a w n b y
D e s i g n
S u b m i t t e d b y
F i m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
C
T I O
N
D
C
B
A
P L
A
L E
P L
T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i
A c t i o n D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
G R
A D
I N
G
P
L A
N
V
I
CG106
UTILITY SIGN "WATER LINE BELOW" 1.0'X0.5' 4.6' HEIGHT
CP6163
CP6164
CP6165
CP6167
CP216
CP204
GENERAL PURPOSE
WAREHOUSE
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
LIMITS OF WORK
60'0 30'
N
MATCHLINE CG106
MATCHLINE CG107
M A
T C
H L I N
E
C
G
M A
T C
H L I N
E
C
G
W
CB
D
CB
S
T O
R M
R
D
TC 359.24 TC 359.24
TC 358.00
TC 358.00
TW 361.58
TW 362.00
TW 360.10
TW 357.70
TW 357.70
358.30
FFE 362.00
FFE 362.00
TW 362.50
TW 362.50
361.92 361.92
27 28 29 30
P1
P1
P
P
P
P
P1P1
349.50
356.23
354.96
348.28
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT UNPAVED AREA TO THE FOUNDATION SLAB AND IS 12 INCHES
BELOW THE FINISH FLOOR ELEVATION.
5. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT LOADING DOCK AREA TO THE FOUNDATION SLAB AND IS 4 FEET
BELOW THE FINISH FLOOR ELEVATION ON THE XXX SIDE OF THE BUILDING.
6. SEE CULVERT PROFILES SHEET C-205.
7. SEE CG100 FOR POINT TABLES.
NOTES:
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W G
B
1 2 3 4 5
D r a w n b y
D e s i g n
S u b m i t t e d b y
F i m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
C
T I O
N
D
C
B
A
P L
A
L E
P L
T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i
A c t i o n D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
G R
A D
I N
G
P
L A
N
V
I
CG107
G
LIMITS OF WORK
60'0 30'
N
MATCHLINE CG106
MATCHLINE CG108A
G
W
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
C
O
N
C
R
E
T E
A
S
P
H
A
L T
R A
I L R
O A
D
T
R A
C K
S
R A
I L R
O A
D
T
R A
C K
S
R
A
I
L
R
O
A
C
K
S
WARNING SIGN
"CAUTION WORK AREA
10 MPH" 3.5'X3.5'
7.2' HEIGHT
PRIVATE GUIDE SIGN
"AUTOS" 2'X1.5'
8.7' HEIGHT
0+00
BP: 0+00.00
PC: 0+71.73
P T
P C
P T
P C
P T
P C
P T
E P
.3
P C
.8
P
T
P
C
P T
.1
E P
.3
S
L O
I S
T I N
G
M
A
X
V
H
B A
N
L A
N E
CONTRACTOR LAYDOWN/STAGING
AREA (APPROX. 2 ACRES)
NORTH ROAD - NEW HEAVY
DUTY ASPHALT PAVEMENT
3' WIDE STORM
DRAINAGE SWALE
CENTERLINE STORM
DRAINAGE SWALE
3' WIDE STORM
DRAINAGE SWALE
LIMITS OF WORK
LIMITS OF WORK
END BAN LANE
R75'
R75'
NEW CONCRETE RAILROAD
CROSSING SEE DETAIL
SHEET C-524
P
P
P
P
P
P1
P
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
ES
E
S
E
S
E
S
E
S
ES
E S
E S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
ES
E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
E S
E S
E S
P
P
E S
E S
E
S
E
S
E
S
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
4. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT UNPAVED AREA TO THE FOUNDATION SLAB AND IS 12 INCHES
BELOW THE FINISH FLOOR ELEVATION.
5. THE GENERAL PURPOSE WAREHOUSE GRADING FLOOR IS DEFINED AS THE
ADJACENT LOADING DOCK AREA TO THE FOUNDATION SLAB AND IS 4 FEET
BELOW THE FINISH FLOOR ELEVATION ON THE XXX SIDE OF THE BUILDING.
6. SEE CULVERT PROFILES SHEET C-205.
7. SEE CG100 FOR POINT TABLES.
NOTES:
POINT TABLE
POINT NUMBER
NORTHING
7,234,677
7,234,598
7,234,621
7,234,669
7,234,698
7,234,679
7,234,872
7,235,032
7,234,900
7,234,663
7,234,655
7,234,590
7,234,510
7,234,583
7,234,631
EASTING
3,243,600
3,243,358
3,243,309
3,243,302
3,243,390
3,243,281
3,243,267
3,243,326
3,243,180
3,243,206
3,243,213
3,243,206
3,243,198
3,243,473
3,243,609
ELEVATION
365.69
363.30
364.50
364.00
365.00
105.00
0.00
362.75
359.46
361.82
363.00
361.00
-256.82
-253.63
364.25
DESCRIPTION
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
DITCH
R E
D
R
I V
M
Y
D
E P
O T
H
O O
K S
T
E X
A S
D
N
E R
R
P O
R
E H
O U
S E
SHEET
SEQUENCE
NUMBER
W G
B
1 2 3 4 5
D r a w n b y
D e s i g n
S u b m i t t e d b y
F i m e
D a t e
C o n t r a c t
N o
S o l i c i t a t i
U S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
R
T H
T
E X
A S
R e v i e w
FORT WORTH DISTRICT
US ARMY CORPS
OF ENGINEERS ®
B R
A N
T
J E
N S
E N
P
E
C H
I E
F
C
I V
C
T I O
N
D
C
B
A
P L
A
L E
P L
T
E
R e v
S y m b o l
D e s c r i p t i o n
T r a c k i
A c t i o n D a t e
E N
G I N
E E
R I N
G
C O
N S
T R
U C
T I O
N
D
I V
I S
I O
N
E N
G I N
E E
R I N
G
B
R A
N C
H
F E
B R
U A
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
G R
A D
I N
G
P
L A
N
V
I I I
A
D D
I T
I V
E
CG108A
File details come from the government source that posted it.