Drawings_(Part_3_of_9).pdf
PDF 16 MB Posted
- Attached to
- FY19 RRAD General Purpose Warehouse Federal contract opportunity
- Solicitation number
- W9126G19B0007
About this file
Drawings Part 3 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_2_of_9).pdf | ||
| Drawings_(Part_9_of_9).pdf | ||
| Drawings_(Part_8_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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DUTY ASPHALT PAVEMENT
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BAN LANE - NEW
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BAN LANE - N
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MATCHLINE CG204
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12" WATER
12" FIRE
100.00
20.04
9.95
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C B
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-206 TO C-213 FOR STORM DRAIN PROFILES.
5. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
6. SEE SHEET C-216 TO C-218 FOR COMMUNICATION DUCT BANK
PROFILES.
NOTES:
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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 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
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T R
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T
C O
R P
S
O
F
E
N G
I N
E E
R S
F O
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
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N
D
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D
C O
M M
U N
I C
A T
I O
N
D
U C
T
B
A N
K
P
L A
N
CG200
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
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AutoCAD SHX Text D
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AutoCAD SHX Text Y
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AutoCAD SHX Text D
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AutoCAD SHX Text D
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AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text
CP114
TP3
60'0 30'
N
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
W
W
W
W
W
W
W
W
W
W
W
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
SD
SD
SD
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
F
F
F
F
F
F
S D
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W
W
J
F
F
W W
W W
W
W
W
W
F F
F F
F
F
F
F
C H
MATCHLINE CG201
MATCHLINE CG202
W
W
W
W
W
W
W
W
W
W
W
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
SD
SD
SD
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
F
F
F
F
F
F
S D
F
W
W
J
F
F
W W
W W
W
W
W
W
F F
F F
F
F
F
F
EXIST HANDHOLE HH-0
STA: 0+00
N: 7235048.01
E: 3246279.80
RIM=356.72
C
C
C
C
C
C
C
C
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:
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 g
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 T
O R
M
D
R A
D
C O
M M
U N
I C
A T
I O
N
D
U C
T
B
A N
K
P
L A
N
I
CG201
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
MATCHLINE CG202
MATCHLINE CG203
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
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
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
W
F
W
W
F
F
C H
P
P
P
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
C H
MATCHLINE CG201
MATCHLINE CG202
60'0 30'
N
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
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
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
NEW HANDHOLE HH-1
STA: 4+62.62
N: 7234991.39
E: 3245820.66
RIM=351.97
C
C
NEW HANDHOLE HH-2
STA: 9+25.28
N: 7234950.63
E: 3245359.80
RIM=344.92
C
C
C
C
C
C
C
C
C
C
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-206 TO C-213 FOR STORM DRAIN PROFILES.
5. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
6. SEE SHEET C-216 TO C-218 FOR COMMUNICATION DUCT BANK
PROFILES.
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
S T
O R
M
D
R A
D
C O
M M
U N
I C
A T
I O
N
D
U C
T
B
A N
K
P
L A
N
I I
CG202
AutoCAD SHX Text D
AutoCAD SHX Text Y
AutoCAD SHX Text H
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 CG202
MATCHLINE CG203
MATCHLINE CG203
MATCHLINE CG205
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
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
F F
F
SD
SD
SD
SD
SD
SD
S D
S D
S D
S D
6 - 8'x5' CONCRETE BOX
CULVERTS W/ HEADWALLS
SEE DETAILS SHEETS C-512-514
F F F F F F
W
W
W
W
W
W
W
W
W
W
F
F
F
F
F
F
F
F F F F
W W W W
W W
W
SD
R
D
W
A T
E R
F
I R
E
20.00
50.00
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
P
P1
P
P
P1
P1
P1
P
P
P
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
ES
ES ES ES ES ES ES ES ES ES ES ES ES
ES
ES
ES
C H
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
SD
SD
SD
SD
SD
SD
4+00
5+00
6+00
30" STORM
STORM LINE B
GRATE INLET-B6
STA: 6+24.23
RIM: 355.00
N: 7234774.04
E: 3244888.08
30" S
TORM
STORM LINE B
GRATE INLET-B7
STA: 3+70.16
RIM: 358.30
N: 7234523.74
E: 3244931.64
96" S T
O R
M
B O
X C
U
LV
E R
T
CO
0+55.97
R
D
8" STORM
STORM RD6-B
B-RD6-DS
STA: 0+55.97
N: 7234716.29
E: 3244863.45
B-RD6-CO
STA: 0+50.97
RIM: 360.73
N: 7234721.25
E: 3244862.78
B-RD6-PI-0
STA: 0+00
N: 7234770.38
E: 3244861.14
COMM-VPI-1
STA: 10+82.50
N: 7234912.54
E: 3245207.26
C
C
C
COMM-VPI-2
STA: 12+45.92
N: 7234895.28
E: 3245044.75
C
C
C
NEW HANDHOLE HH-3
STA: 14+32.80
N: 7234895.28
E: 3244857.88
RIM=347.18
C
C
C
C C
C
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
N: 7234836.17
E: 3244748.03
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
N: 7234854.98
E: 3244883.32
16.00
32.00
8.00
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
N: 7234920.81
E: 3245025.91
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-206 TO C-213 FOR STORM DRAIN PROFILES.
5. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
6. SEE SHEET C-216 TO C-218 FOR COMMUNICATION DUCT BANK
PROFILES.
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
S T
O R
M
D
R A
D
C O
M M
U N
I C
A T
I O
N
D
U C
T
B
A N
K
P
L A
N
I I
CG203
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 CG204
MATCHLINE CG206
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
F
W
W
CB
CB
CB
S
D
S
D
SD
SD
SD
SD
SD
SD
6" PVC PERFORATED
SPACED 16' O.C.
S
D
S
D
S
D
F F F F F F
S D
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
P1
P1
P1
P
P1
E S
E S
ES
ES ES ES ES ES ES ES ES ES ES ES ES ES ES
P
E S
E S
E S
E S
E S
E S
E S
E
S
E
S
E
S
E S
E
S
E
S
E
S
2+00
3+00
36" STORM
STORM LINE B
GRATE INLET-B8
STA: 1+19.05
RIM: 355.00
N: 7234273.96
E: 3244957.48
FLARED END SECTION-B
PRECAST SET TYPE II C-516
W/ CONCRETE RIP RAP C-517
STA: 0+00
N: 7234155.29
E: 3244947.94
S
T
O
R
M
S
T
O
0+91.96
S D
0+11.37
R
D
R
D
8" STORM
STORM RD7-B
B-RD7-PI-0
STA: 0+00
N: 7234309.67
E: 3244953.78
B-RD7-CO
STA: 0+77.97
RIM: 361.17
N: 7234303.98
E: 3244877.87
B-RD7-DS
STA: 0+91.96
N: 7234313.13
E: 3244871.09
B-RD7A-CO
STA: 0+07.37
RIM: 360.82
N: 7234316.13
E: 3244919.19
B-RD7A-DS
STA: 0+11.37
N: 7234320.09
E: 3244918.64
B-RD7A-PI-0
STA: 0+00
N: 7234310.20
E: 3244922.54
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
N: 7234297.81
E: 3245018.63
20.00
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
N: 7234258.20
E: 3245024.15
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
N: 7234140.28
E: 3244976.33
12.00
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
DETAIL B/C-521
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
DETAIL B/C-521
1+00
1+15.49
FLARED END SECTION-PB
PRECAST SET TYPE II C-516
W/ CONCRETE RIP RAP C-517
STA: 0+00
N: 7234075.09
E: 3245043.76
CB
3-GRATE INLET PB-1
STA: 0+75.61
RIM: 347.50
N: 7234102.68
E: 3244973.37
S
D
36" STORM
STORM LINE POND B
CB
3-GRATE INLET PB-2
STA: 1+15.49
RIM: 347.50
N: 7234063.17
E: 3244978.87
24" STORM
STORM LINE POND B
S
T O
R M
S T
O R
M
R
D B
10'15.00 10' 15.00
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
DETAIL B/C-521
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-206 TO C-213 FOR STORM DRAIN PROFILES.
5. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
6. SEE SHEET C-216 TO C-218 FOR COMMUNICATION DUCT BANK
PROFILES.
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
S T
O R
M
D
R A
D
C O
M M
U N
I C
A T
I O
N
D
U C
T
B
A N
K
P
L A
N
I
CG204
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
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
LIMITS OF WORK
60'0 30'
N
MATCHLINE CG203
MATCHLINE CG205
MATCHLINE CG205
MATCHLINE CG207
M A
T C
H L
I N
E
C
G
M A
T C
H L
I N
E
C
G
S S
S
G G
C O
C O
G W
G
W
S
S W
R
F
M
2.5" GAS
G
A S
F
S
D
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
F F
F F
F F
F F
F F
F F
CB
S D
S D
S D
S D
S D
S D
S D
CB
S D
S D
S D
S D
S D
S D
W
W
W W
W W
W W
W W
W W
W
W W
S D
S D
S D
SD
F F
F F
SS
S S
S S
S S
S S
S S
SD
SD
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
P
P
P
P
E
S
E
S
E
S
E
S
E
S
C H
P
P
P
P
P 1E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S E
S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E
S
E
S
E
S
E
S
E
S
E S
E S
E S
E S
ES
E x
P
ES ES ES
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
C
C
C B
GRATE INLET-B1
STA: 13+12.43
RIM: 359.92
N: 7234685.04
E: 3244205.74
S
T O
R M
S T
O R
M
L I N
E
B
S
T O
R M
S T
O R
M
L I N
E
B
GRATE INLET-B3
STA: 11+60.47
RIM: 358.50
N: 7234700.98
E: 3244356.83
GRATE INLET-B5
STA: 9+05.59
RIM: 355.00
N: 7234736.12
E: 3244609.28
GRATE INLET-B2
STA: 12+70.79
RIM: 358.80
N: 7234690.78
E: 3244246.99
0+18.64
CO
C
O
C
O
0+72.83
0+57.88
0+56.98
0+00
0+52.21
C O
R
D
R
D
R
D
R
D
R
D
R
D
R
D
A-RD1-DS
STA: 0+52.21
N: 7234662.72
E: 3244173.72
A-RD1-CO
STA: 0+43.09
RIM: 360.75
N: 7234667.29
E: 3244167.87
S
T O
R M
S T
O R
M
R
D A
B-RD1-DS
STA: 0+23.15
N: 7234661.97
E: 3244203.85
B-RD1-CO
STA: 0+18.15
RIM: 360.72
N: 7234666.95
E: 3244204.26
B-RD2-DS
STA: 0+23.09
N: 7234667.75
E: 3244245.37
S
T
O
R
M S
T
O
B
B-RD2-CO
STA: 0+18.09
RIM: 360.19
N: 7234672.74
E: 3244245.72
8" STORM
STORM RD3-B
B-RD3-PI-0
STA: 0+00
N: 7234695.68
E: 3244299.69
B-RD3-CO
STA: 0+60.58
RIM: 360.97
N: 7234642.71
E: 3244291.72
B-RD3-DS
STA: 0+72.83
N: 7234635.66
E: 3244284.63
B-RD3-PI-1
STA: 0+06.55
N: 7234690.45
E: 3244295.74
B-RD3-PI-2
STA: 0+47.71
N: 7234649.68
E: 3244301.42
8" STORM
STORM RD4-B
B-RD4-CO
STA: 0+52.88
RIM: 360.73
N: 7234648.43
E: 3244340.06
B-RD4-DS
STA: 0+57.88
N: 7234643.48
E: 3244340.75
B-RD4-PI-0
STA: 0+00
N: 7234699.29
E: 3244338.60
8" STORM
STORM RD5-B
B-RD5-PI-0
STA: 0+00
N: 7234706.26
E: 3244394.72
B-RD5-DS
STA: 0+56.98
N: 7234651.30
E: 3244396.88
B-RD5-CO
STA: 0+51.98
RIM: 360.73
N: 7234656.25
E: 3244396.19
E: 3244862.78
CURB INLET-B9
STA: 0+43.63
RIM: 360.48
N: 7234723.27
E: 3244319.32
4" SSWR
SSWR-GRAVITY-SERVICE
S
S W
R
S S
W R
G
R A
V I T
Y S
E R
V I C
E
NEW HANDHOLE HH-4
STA: 20+57.10
N: 7234809.86
E: 3244239.45
RIM=361.23
C C
C C
C C
C C
C C
COMM-VPI-3
STA: 22+07.81
N: 7234662.09
E: 3244209.81
8" STORM
STORM RD2-A
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
N: 7234836.17
E: 3244748.03
8.00
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. SEE SHEET C-206 TO C-213 FOR STORM DRAIN PROFILES.
5. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
6. SEE SHEET C-216 TO C-218 FOR COMMUNICATION DUCT BANK
PROFILES.
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
S T
O R
M
D
R A
D
C O
M M
U N
I C
A T
I O
N
D
U C
T
B
A N
K
P
L A
N
CG205
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 CG206
MATCHLINE CG208
MATCHLINE CG204
MATCHLINE CG206
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
SD
SD
D
S D
S D
S D
S D
S 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
P L
P L
P L
P L
P L
P L
P L
S
D
S
D
S
D
S
D
S
D
S
D
CBCB
P
P
P
P
P
P
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
ES ES ES ES ES ES
0+00
1+00
36" STORM
STORM LINE A
MH-A1
STA: 1+09.31
RIM: 356.90
N: 7234191.01
E: 3244387.51
S
T O
R M
S T
O R
M
L I N
E
A
FLARED END SECTION-A
PRECAST SET TYPE II C-516
W/ CONCRETE RIP RAP C-517
STA: 0+00
N: 7234082.64
E: 3244401.77
E: 3244877.87
N: 7234313.13
E: 3244871.09
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
N: 7234050.20
E: 3244294.70
12.00
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
DETAIL B/C-521
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
DETAIL B/C-521
3+003+34.49
FLARED END SECTION-PA
PRECAST SET TYPE II C-516
W/ CONCRETE RIP RAP C-517
STA: 0+00
N: 7233833.03
E: 3244694.86
3-GRATE INLET-PA1
STA: 2+33.13
RIM: 347.50
N: 7233976.50
E: 3244511.10
3-GRATE INLET PA-2
STA: 3+34.49
RIM: 347.50
N: 7234076.88
E: 3244497.11
O
R
M
S
T
O
24" STORM
STORM LINE POND A
14.85 12.0012.0012.0012.0012.0012.00
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
DETAIL B/C-521
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-206 TO C-213 FOR STORM DRAIN PROFILES.
5. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
6. SEE SHEET C-216 TO C-218 FOR COMMUNICATION DUCT BANK
PROFILES.
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
S T
O R
M
D
R A
D
C O
M M
U N
I C
A T
I O
N
D
U C
T
B
A N
K
P
L A
N
V
CG206
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
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
MATCHLINE CG205
MATCHLINE CG207
M A
T C
H L I N
E
C
G
M A
T C
H L I N
E
C
G
SS SS SS SS SS
G G
G G
G G
G G
G G
W
W
S
S W
R
F
M
4" SSWR FM
G
A S
G
A S
FFFFFF
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
F F
F F
F F
F F
CB
S D
S D
S D
S D
S D
S D
S D
S D
S
D
SD
SD
SD
SD
SD
SD
G
G
CB
S D
F F
SD
F F
S S
R
D
R
D
R
D
R
D
S S
S S
P
P1
P1
E
S
E
S
E
S
E
S
P1P1 P1
P
P
P
P
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
ES ES ES ES ES ES ES ES ES ES ES ES ES ES
ES
ES
E
S
E S
E S
E S
E S
E x
60'0 30'
N
S S
S S
15+00
16+00
17+00
18+00
19+00
PC: 19+34.94
P T
.1
E P
.0
10+00
11+00
.3
GRATE INLET-A4
STA: 11+78.02
RIM: 359.00
N: 7234610.45
E: 3243754.76
S
T O
R M
S T
O R
M
L I N
E
A
30" STORM
STO
RM
LINE A
GRATE INLET-A3
STA: 13+71.03
RIM: 359.76
N: 7234638.60
E: 3243945.70
S
T O
R M
S T
O R
M
L I N
E
A
GRATE INLET-A2
STA: 15+15.96
RIM: 359.95
N: 7234659.69
E: 3244089.10
GRATE INLET-A1
STA: 15+65.99
RIM: 359.86
N: 7234677.27
E: 3244135.94
S
T
O
R
M
S
T
O
GRATE INLET-A7
STA: 0+41.37
RIM: 360.51
N: 7234619.62
E: 3244099.40
SD
0+49.83
CO
A-RD4-DS
STA: 0+49.83
N: 7234566.92
E: 3243791.18
A-RD4-A-CO
STA: 0+44.83
RIM: 360.73
8" INV. IN: 354.93
8" INV. OUT: 354.93
0+18.64
0+00
C O
R
D
R
D
R
D
R
D
A-RD3-A-CO
STA: 0+05.86
RIM: 360.79
N: 7234613.77
E: 3244099.07
S
T O
R M
S T
O
R M
L
IN
E A
A-RD3-A-DS
STA: 0+09.86
N: 7234609.78
E: 3244098.84
8" STORM
STORM RD4-A
A-RD1-CO
STA: 0+43.09
RIM: 360.75
N: 7234667.29
E: 3244167.87
S
T O
R M
S T
O R
M
R
D A
A-RD2-CO
STA: 0+13.64
RIM: 360.72
N: 7234661.87
E: 3244131.43
A-RD2-DS
STA: 0+18.64
N: 7234656.92
E: 3244132.12
0+00 1+00
2+00 3+00
S
8" STORM
STORM RD2-A
8" STORM
STORM RD3-A
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-206 TO C-213 FOR STORM DRAIN PROFILES.
5. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
6. SEE SHEET C-216 TO C-218 FOR COMMUNICATION DUCT BANK
PROFILES.
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
S T
O R
M
D
R A
D
C O
M M
U N
I C
A T
I O
N
D
U C
T
B
A N
K
P
L A
N
V
I I
CG207
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 CG206
MATCHLINE CG208
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
W
FFFFFF
CB
D
CB
SD
SD
SD
SD
SD
SD
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
S
T O
R M
SD
R
D
P1
P1
P
P
P
P
P1P1
ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E
S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
E S
7+00
8+00
9+00
GRATE INLET-A6
STA: 6+78.35
RIM: 355.00
N: 7234115.99
E: 3243823.44
S
T O
R M
S T
O R
M
L I N
E
A
S
T O
R M
S T
O R
M
L I N
E
A
MH-A2
STA: 3+82.23
RIM: 356.94
N: 7234155.03
E: 3244116.97
GRATE INLET-A5
STA: 9+29.56
RIM: 358.30
N: 7234363.10
E: 3243778.17
30" S
TORM
STORM
L
IN
E A
SD
0+53.43
CO
SD
R
D
8" STORM
STORM RD5-A
A-RD5-CO
STA: 0+48.43
RIM: 360.74
8" INV. IN: 352.69
8" INV. OUT: 352.69
A-RD5-DS
STA: 0+53.43
N: 7234170.83
E: 3243846.23
A-RD5-PI-0
STA: 0+00
N: 7234120.58
E: 3243857.96
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
N: 7234077.21
E: 3243762.47
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
N: 7234063.71
E: 3244183.82
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
N: 7234066.47
E: 3244203.63
8.00
16.00
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
DETAIL B/C-521
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-206 TO C-213 FOR STORM DRAIN PROFILES.
5. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
6. SEE SHEET C-216 TO C-218 FOR COMMUNICATION DUCT BANK
PROFILES.
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
S T
O R
M
D
R A
D
C O
M M
U N
I C
A T
I O
N
D
U C
T
B
A N
K
P
L A
N
V
I I
CG208
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
PRIVATE GUIDE SIGN
"AUTOS" 2'X1.5'
8.7' HEIGHT
60'0 30'
N
G G
G G
G G
G G
G G
G
G
G
G
G
G
G
G
G
A S
CONTRACTOR LAYDOWN/STAGING
AREA (APPROX. 2 ACRES)
LIMITS OF WORK
MATCHLINE CG207
MATCHLINE CG209A
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
END BAN LANE
.3
P C
.8
P
T
P
C
P T
.1
E P
.3
SLOPE TO EXISTING
MAXIMUM 1V:4H
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
S
D
.9
S D
0+00
0+46.8
S D
O
R
M
L
V
E
R
T
S
T O
R M
N O
R T
H
I N
L V
E R
T
S
T O
R M
S O
U T
H
I N
L V
E R
T
TYPE B
24" HEADWALL
DETAIL B/C-515
TYPE B
24" HEADWALL
DETAIL B/C-515
TYPE B
24" HEADWALL
DETAIL B/C-515
TYPE B
60" HEADWALL
DETAIL B/C-515
TYPE B
60" HEADWALL
DETAIL B/C-515
8.0
.0
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
DETAIL B/C-521
SCOUR PROTECTION MAT
WITH BUFFALO GRASS SOD
DETAIL B/C-521
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 T
O R
M
D
R A
M
M U
N I C
A T
I O
N
D U
N
K
P
L A
N
A
D D
I T
I V
E
CG209A
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
W A
R N
I N
G
S
I G
N
C
A U
T I O
N
W
O R
K
A
R E
A
M
P H
X
H
E I G
H T
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
Xref ..\_Master_Models\Ref\DDCX1901_GPW-DMMS_M2ECDJR9 - Structural Plan - 01_FoundationPlan_All_Coo....dwg
G
W
W
W
C
B
C
B
M
H
M
H
G
S
D
CP201CP102
CP103CP105
CP104CP106
CP107
CP108A
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
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
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
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
W
W
W
W W
W
W
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
S T
C O
S T
C O
S T
C O
S T
C O
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
RD
RD RD RD
RD
RD
RD
RDRD
RDRD
RD
RD
100.00
20.04
9.95
9.97
C B
C B
C B
W W
WF F
F
CH
CH
CH
CH
CH
P
W W
WF F
F
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
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 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
P A
V I N
G
P
L A
N
CP100
N
300'0 150'
C T
R
L
A Y
D O
W N
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
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 CP101
MATCHLINE CP102
MATCHLINE CP101
MATCHLINE CP102
C H
C H
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
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 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
P A
V I N
G
P
L A
N
I
CP101
AutoCAD SHX Text D
AutoCAD SHX Text Y
REFER TO STRUCTURAL
DRAWINGS FOR STOOP
DETAILS
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
D
T
R A
C K
S
C
B
M
H
M
H
WW
C
B
M
H
M
H
S
I D
E W
A L
K
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)
RAMP
L O
A D
I N
G
D O
C K
60'0 30'
N
M A
T C
H L I N
E
C
P
M A
T C
H L I N
E
C
P
MATCHLINE CP102
MATCHLINE CP104
MATCHLINE CP101
MATCHLINE CP102
MATCHLINE CP101
MATCHLINE CP102
W
W
W
W
R
D
20.00
50.00
C H
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
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 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
P A
V I N
G
P
L A
N
I
CP102
DETAILS
GENERAL PURPOSE
WAREHOUSE
NEW ACCESS ROAD
(ASPHALT)
RAMP
L O
A D
I N
G
D O
C K
60'0 30'
N
M A
T C
H L I N
E
C
P
M A
T C
H L
I N
E
C
P
MATCHLINE CP106
MATCHLINE CP108
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
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
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 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
P A
V I N
G
P
L A
N
I I
CP103
POV PARKING AREA
20 SPACES W/2
ACCESSIBLE SPACES
REFER TO STRUCTURAL
DRAWINGS FOR STOOP
DETAILS
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
C
B
D
S
I D
E W
A L
K
8' SIDEWALK
6' SIDEWALK
6' SIDEWALK
S
I D
E W
A L
K
MECHANICAL
YARD 8'x4'
P O
V
P
A R
K I N
G
S
P A
C E
S
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
EXTERIOR STAIRS
LIFT
STATION
60'0 30'
N
M A
T C
H L I N
E
C
P
M A
T C
H L I N
E
C
P
MATCHLINE CP104
MATCHLINE CP106
MATCHLINE CP102
MATCHLINE CP104
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
C H
P
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
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 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
P A
V I N
G
P
L A
N
I
CP104
GENERAL PURPOSE
WAREHOUSE
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
60'0 30'
N
M A
T C
H L I N
E
C
P
M A
T C
H L I N
E
C
P
MATCHLINE CP106
MATCHLINE CP108
MATCHLINE CP105
MATCHLINE CP107
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
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
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 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
P A
V I N
G
P
L A
N
CP105
DETAILS
REFER TO STRUCTURAL
DRAWINGS FOR STOOP
DETAILS
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
W
C
B
G
S
D
6' SIDEWALK
S
I D
E W
A L
K
S
I D
E W
A L
K
S
I D
E W
A L
K
ELECTRICAL PAD
REFER TO DETAILS
SHEET ES503
MECHANICAL
YARD 8'x4'
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)
60'0 30'
N
M A
T C
H L I N
E
C
P
M A
T C
H L I N
E
C
P
MATCHLINE CP106
MATCHLINE CP108
MATCHLINE CP104
MATCHLINE CP106
W
W
CB
CB
CB
CB
R
D
R
D
R
D
70.00 50.00
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
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 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
P A
V I N
G
P
L A
N
V
CP106
DETAILS
Xr ef
Ma ste r_M od els
\R ef\
DD
CX
_G
PW
-D
MM
S_ M2
EC
DJ
R9
- S tru ctu ral Pl an
- 0
1_ Fo un da tio nP lan _A ll_ Co o..
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S
I D
E W
A L
K
GENERAL PURPOSE
WAREHOUSE
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
RAMP
L O
A D
I N
G
D O
C K
C O
N C
R E
V
E M
E N
T
EXTERIOR STAIRS
60'0 30'
N
M A
T C
H L I N
E
C
P
M A
T C
H L I N
E
C
P
MATCHLINE CP105
MATCHLINE CP107
W
CB
D
CB
R
D
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
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 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
P A
V I N
G
P
L A
N
V
I
CP107
8.0
.0
60'0 30'
N
MATCHLINE CP106
MATCHLINE CP108A
G
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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
PRIVATE GUIDE SIGN
"AUTOS" 2'X1.5'
8.7' HEIGHT
G
W
S
D x
G
W
S
D x
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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
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
SLOPE TO EXISTING
MAXIMUM 1V:4H
CONTRACTOR LAYDOWN/STAGING
AREA (APPROX. 2 ACRES)
LIMITS OF WORK
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
NEW CONCRETE RAILROAD
CROSSING SEE DETAIL
SHEET C-524
P
P
P
P
P
P1
P
P
P
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
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 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
P A
V I N
G
P
L A
N
V
I I I
A
D D
I T
I V
E
CP108A
Xref ..\_Master_Models\Ref\DDCX1901_GPW-DMMS_M2ECDJR9 - Structural Plan - 01_FoundationPlan_All_Coo....dwg
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
W A
R N
I N
G
S
I G
N
C
A U
T I O
N
W
O R
K
A
R E
A
M
P H
X
H
E I G
H T
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
G
W
W
W
C
B
C
B
M
H
M
H
G
S
D
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
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
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
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
T T
E E
T T T
E E E E
E E E E E E E E E E
T T T T T T T
13.63'
3 @ 14' 13 @ 13' 4 @ 14.5' 54 @ 13'
14'
2 @ 15'
14.56'
4 @ 14.5'
4 @ 12.88' 7 @ 12.5' 11 @ 13.5'
14.34'
4 @ 13.23'
12 @ 13' 2 @ 12.5' 14 @ 13'
W
W
W
W W
W
W
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
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
RD
RD
RD
RDRD
RDRD
RD
RD
100.00
20.04
9.95
9.97
C B
C B
C B
CH
CH
CH
CH
CH
P
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. PROVIDE EXPANSION JOINT AT ALL STRUCTURES
PROTRUDING THRU OR ADJACENT TO CONCRETE
PAVEMENT, SEE DETAIL C-503.
4. SEE SHEET C-502 FOR SIDEWALK REINFORCEMENT
AND JOINT REQUIREMENTS.
5. ALL CONCRETE PAVEMENT IS REINFORCED UNLESS
OTHERWISE NOTED.
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 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
J O
I N
T
P A
T T
E R
N
P
L A
N
CP109
N
300'0 150'
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
Xref ..\_Master_Models\Ref\DDCX1901_GPW-DMMS_M2ECDJR9 - Structural Plan - 01_FoundationPlan_All_Coo....dwg
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
W A
R N
I N
G
S
I G
N
C
A U
T I O
N
W
O R
K
A
R E
A
M
P H
X
H
E I G
H T
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
G
W
W
W
C
B
C
B
M
H
M
H
G
S
D
CP113
CP114
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
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
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
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
T T
E E
T T T
E E E E
E E E E E E E E E E
T T T T T T T
W
W
W
W W
W
W
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
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
RD
RD
RD
RDRD
RDRD
RD
RD
100.00
20.04
9.95
9.97
C B
C B
C B
CH
CH
CH
CH
CH
P
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 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
J O
I N
T
E L
E V
A T
I O
N
P
L A
N
CP112
N
300'0 150'
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
N C
R E
T E
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
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
W
C
B
G
S
6' SIDEWALK
S
I D
E W
A L
K
S
I D
E W
A L K
6' SIDEWALK
6' SIDEWALK
6' SIDEWALK
S
I D
E W
A L K
S
I D
E W
A L K
6' SIDEWALK
E L
E C
T R
I C
A L
P
A 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
POV PARKING
(18 SPACES)
BAN LANE - NEW HEAVY
DUTY ASPHALT PAVEMENT
BAN LANE - NEW HEAVY
DUTY ASPHALT PAVEMENT
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L T
R A
M P
LOADING
DOCK
E X
T E
R I O
R
S
T A
I R
S
L I F
T
S T
A T
I O
N
MATCHLINE CP114
MATCHLINE CP113
MATCHLINE CP114
MATCHLINE CP113
60'0 30'
N
T T T T T T T T T
E E E E E E
E
E E E E
T T T T T T T T T T T T T
E E E E E
E
E E E E E E E E E E E
E E
TRANSVERSE
CONTRACTION
JOINT
LONGITUDINAL
CONSTRUCTION
JOINT
LONGITUDINAL
CONSTRUCTION
JOINT
TRANSVERSE
CONTRACTION
JOINT
W
W
W
COCO
GW
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
W
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
R
D
20.04
9.95
9.97
CH
CH
P
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 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
J O
I N
T
E
L E
V A
T I O
N
P
L A
N
CP113
Xref ..\_Master_Models\Ref\DDCX1901_GPW-DMMS_M2ECDJR9 - Structural Plan - 01_FoundationPlan_All_Coo....dwg
6' SIDEWALK
NEW ACCESS ROAD
(ASPHALT)
NEW ACCESS ROAD
(ASPHALT)
R A
M P
R A
M P
LOADING
DOCK
LOADING
DOCK
CONCRETE PAVEMENT
CONCRETE PAVEMENT
CONCRETE PAVEMENT
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
MATCHLINE CP114
MATCHLINE CP113
MATCHLINE CP114
MATCHLINE CP113
60'0 30'
N
E E
E E E E E
E
E E E E E E E E E E E E E E
E
E E E E E E E E E E E E E E
E
E E E E E E E E E E E
E E
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
LONGITUDINAL
CONSTRUCTION
JOINT
TRANSVERSE
CONTRACTION
JOINT
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