Drawings_(Part_4_of_9).pdf
PDF 12 MB Posted
- Attached to
- FY19 RRAD General Purpose Warehouse Federal contract opportunity
- Solicitation number
- W9126G19B0007
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Drawings Part 4 of 9
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| 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_3_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_1_of_4).pdf | ||
| B3_W9126G19B0007_(Part_2_of_4).pdf | ||
| B3_W9126G19B0007_(Part_4_of_4).pdf |
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Xref ..\_Master_Models\Ref\DDCX1901_GPW-DMMS_M2ECDJR9 - Structural Plan - 01_FoundationPlan_All_Coo....dwg
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B A
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T Y
P I C
V
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T
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A R
K I N
G
B A
N
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D E
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C
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R V
R
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A P
P A
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G
S
I G
N
W I T
H
V
A
C A
R D
D E
T A
C
W
W
W
W
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 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
S I G
N A
V
E M
E N
T
M A
R K
I N
G
P
L A
N
CP200
N
300'0 150'
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
N
L A
I R
T
R
O A
D W
A Y
CP5907
CP5905
CP123
CP5903
CP2
CP862
CP114
CP861
W x
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 CP201
MATCHLINE CP202
MATCHLINE CP201
MATCHLINE CP202
C H
P
P
P
C H
F
I R
E
P
O
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234954.82
E: 3245632.67
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234931.99
E: 3245635.43
2 - 4" WIDE YELLOW CENTERLINE
PAVEMENT MARKINGS
N: 7234943.40
E: 3245634.05
TYPICAL PAVEMENT MARKING
BAN ROAD
DETAIL B/C-506 (TYP.)
35 MPH SPEED LIMIT SIGN
DETAIL D/C-506
N: 7234960.78
E: 3245631.95
W W
F F
W
W
W
W
F
F
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
S I G
N A
V
E M
E N
T
M A
R K
I N
G
P
L A
N
I
CP201
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
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
W
C
B
M
H
M
H
W x
W x
W x
W x
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 CP202
MATCHLINE CP204
MATCHLINE CP201
MATCHLINE CP202
MATCHLINE CP201
MATCHLINE CP202
P
P1
P
P
P1
P1
P1
P
P
P
C H
W
CB
W
W
W
R
D
W
A T
E R
F
I R
E
20.00
50.00
P
O
FAFAFAFAFAFAFAFAFAFAFAFAFAFA
FA FA FA FA FA FA FA FA FA FA FA FA FA FA
FAFA
F
A
F
A
F
A
F
A
F
A
F
A
F
A
FIRE LANE STRIPING
DETAIL A/C-506 (TYP.)
FIRE LANE STRIPING
ON TOP OF CURB
DETAIL A/C-506 (TYP.)
FIRE LANE STRIPING
ON TOP OF CURB
DETAIL A/C-506 (TYP.)
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234819.32
E: 3244862.69
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234838.13
E: 3244984.15
2 - 4" WIDE YELLOW CENTERLINE
PAVEMENT MARKINGS
N: 7234843.32
E: 3244948.26
2 - 4" WIDE YELLOW CENTERLINE
PAVEMENT MARKINGS
N: 7234835.61
E: 3244896.57
STOP SIGN
DETAIL F/C-506
N: 7234782.38
E: 3244949.62
TYPICAL PAVEMENT MARKING
BAN ROAD
DETAIL B/C-506 (TYP.)
TYPICAL PAVEMENT MARKING
BAN ROAD
DETAIL B/C-506 (TYP.)
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
S I G
N A
V
E M
E N
T
M A
R K
I N
G
P
L A
N
I
CP202
CP5916
CP5915
CP6101
CP5914
CP5912
CP5913
CP5911
CP5909
CP5908
CP207
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 CP206
MATCHLINE CP208
P1
P1
P1
P
P1
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
F A
F A
F A
F A
F A
F A
F A
F A
F A
F
A
F
A
F
A
F
A
F
A
FAFAFAFAFAFAFAFAFAFAFAFAFAFA
FA FA FA FA FA FA FA FA FA FA FA FA FA FA
F
A
F
A
F
A
F
A
FIRE LANE STRIPING
DETAIL A/C-506 (TYP.)
F A
F A
F A
F A
F A
F A
F A
F
A
F
A
F
A
FIRE LANE STRIPING
ON TOP OF CURB
DETAIL A/C-506 (TYP.)
FIRE LANE STRIPING
ON TOP OF CURB
DETAIL A/C-506 (TYP.)
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
S I G
N A
V
E M
E N
T
M A
R K
I N
G
P
L
CP203
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
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 CP204
MATCHLINE CP206
MATCHLINE CP202
MATCHLINE CP204
P1
P
P
P
C H
P
P
P
P
P
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
PARKING SPACES
WHITE LINE PAINTED
4" WIDE x 18' LONG x 9' O.C.
NO PARKING - VAN AISLE
DETAIL C/C-508 (TYP)
HANDICAP PAVEMENT
MARKING SYMBOL
DETAIL B/C-508
RESERVED FOR
HANDICAP
PARKING SIGN
DETAIL D/C-508
X X
X
XX
X
X
FIRE LANE STRIPING
ON TOP OF CURB
DETAIL A/C-506 (TYP.)
BUILDING
IDENTIFICATION
SIGN
DETAIL A/C-507
N: 7234737.43
E: 3244326.10
FAFAFA
F
A
F
A
F
A
F A
F A
F A
TYPICAL PAVEMENT MARKING
BAN ROAD
DETAIL B/C-506 (TYP.)
RESERVED FOR
HANDICAP
PARKING SIGN
WITH VAN PLACARD
DETAIL D/C-508
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
S I G
N A
V
E M
E N
T
M A
R K
I N
G
P
L
V
CP204
CP6168
CP6166
CP6169
CP6170
CP207
CP205
CP208
CP217
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 CP206
MATCHLINE CP208
MATCHLINE CP205
MATCHLINE CP207
P
P
P
P
P
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
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
FIRE LANE STRIPING
DETAIL A/C-506 (TYP.)
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
S I G
N A
V
E M
E N
T
M A
R K
I N
G
P
L
CP205
CONCRETE
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
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)
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 CP206
MATCHLINE CP208A
MATCHLINE CP204
MATCHLINE CP206
P
P1
P1
P1P1 P1
P
P
P
W
W
CB
CB
CB
CB
R
D
R
D
R
D
70.00 50.00
P
O
O
O i g h t p o l e o n l y
FAFAFAFAFAFAFAFAFAFAFAFAFAFA
FA FA FA FA FA FA FA FA FA FA FA FA FA FA
FAFAFA
F
A
F
A
F
A
F
A
F
A
F
A
F
A
FIRE LANE STRIPING
ON TOP OF CURB
DETAIL A/C-506 (TYP.)
F
A
F
A
F
A
FA FA FA
FIRE LANE STRIPING
ON TOP OF CURB
DETAIL A/C-506 (TYP.)
FIRE LANE STRIPING
ON TOP OF CURB
DETAIL A/C-506 (TYP.)
STOP SIGN
DETAIL F/C-506
N: 7234609.50
E: 3243726.61
TYPICAL PAVEMENT MARKING
BAN ROAD
DETAIL B/C-506 (TYP.)
2 - 4" WIDE YELLOW CENTERLINE
PAVEMENT MARKINGS
N: 7234672.70
E: 3243726.71
2 - 4" WIDE YELLOW CENTERLINE
PAVEMENT MARKINGS
N: 7234663.76
E: 3243671.03
2 - 4" WIDE YELLOW CENTERLINE
PAVEMENT MARKINGS
N: 7234650.42
E: 3243605.46
SPEED LIMIT SIGN
DETAIL D/C-506
N: 7234632.79
E: 3243609.08
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234661.69
E: 3243603.15
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234639.16
E: 3243607.77
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
S I G
N A
V
E M
E N
T
M A
R K
I N
G
P
L
CP206
UTILITY SIGN "WATER LINE BELOW" 1.0'X0.5' 4.6' HEIGHT
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..
..d wg
CP6163
CP6164
CP6165
CP6167
CP216
CP204
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 CP205
MATCHLINE CP207
P1
P1
P
P
P
P
P1P1
W
CB
D
CB
R
D
F A
F
A
F
A
F
A
F
A
F
A
FAFAFAFAFAFAFAFAFAFAFAFAFAFA
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
FA FA FA FA FA FA FA FA FA FA FA FA FA FA
F
A
F
A
F
A
F
A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F A
F
A
F
A
F
A
FIRE LANE STRIPING
ON TOP OF CURB
DETAIL A/C-506 (TYP.)
FIRE LANE STRIPING
DETAIL A/C-506 (TYP.)
FIRE LANE STRIPING
ON TOP OF CURB
DETAIL A/C-506 (TYP.)
FIRE LANE STRIPING
ON TOP OF CURB
DETAIL A/C-506 (TYP.)
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
S I G
N A
V
E M
E N
T
M A
R K
I N
G
P
L
CP207
60'0 30'
M A
T C
H L
I N
E
C
P
A
M A
T C
H L
I N
E
C
P
G
CONTRACTOR LAYDOWN/STAGING
AREA (APPROX. 2 ACRES)
LIMITS OF WORK
MATCHLINE CP206
MATCHLINE CP208A
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
SLOPE TO EXISTING
MAXIMUM 1V:4H
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
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234661.69
E: 3243603.15
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234639.16
E: 3243607.77
2 - 4" WIDE YELLOW CENTERLINE
PAVEMENT MARKING
N: 7234650.43
E: 3243605.46
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234576.49
E: 3243362.41
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234553.98
E: 3243367.17
2 - 4" WIDE YELLOW CENTERLINE
PAVEMENT MARKING
N: 7234632.86
E: 3243261.56
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234630.55
E: 3243250.30
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7234635.17
E: 3243272.83
TYPICAL PAVEMENT MARKING
BAN ROAD
DETAIL B/C-506 (TYP.)
STOP SIGN
DETAIL H/C-506
N: 7234629.24
E: 3243243.93
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7235113.90
E: 3243329.73
4" WIDE WHITE EDGE LINE
PAVEMENT MARKING
N: 7235090.57
E: 3243332.57
2 - 4" WIDE YELLOW CENTERLINE
PAVEMENT MARKING
N: 7234565.23
E: 3243364.79
2 - 4" WIDE YELLOW CENTERLINE
PAVEMENT MARKING
N: 7235101.99
E: 3243331.18
TYPICAL PAVEMENT MARKING
BAN ROAD
DETAIL B/C-506 (TYP.)
2+00
3+00
5+00
.8
BP: 0+00.00
PC: 0+71.73
P T
P C
P T
P C
P T
P C
P T
E P
RAILROAD CROSSING WITH
STOP SIGN D/C-507
N: 7234658.63
E: 3243240.45
STOP AHEAD SIGN C/C-507
N: 7234760.71
E: 3243229.18
DO NOT STOP ON
TRACKS SIGN E/C-507
N: 7234710.15
E: 3243230.67
RAILROAD CROSSING WITH
PAVEMENT MARKING G/C-507
RAILROAD CROSSING WITH
STOP SIGN D/C-507
N: 7234582.84
E: 3243361.07
RAILROAD CROSSING WITH
PAVEMENT MARKING G/C-507
RAILROAD CROSSING WITH
NO GATES OR LIGHTS SIGN F/C-507
N: 7234858.57
E: 3243221.42
RAILROAD CROSSING WITH
STOP AHEAD SIGN C/C-507
N: 7234614.16
E: 3243451.20
P C
.8
P
T
P
C
P T
.1
E P
.3
RAILROAD CROSSING WITH
NO GATES OR LIGHTS SIGN F/C-507
N: 7234655.53
E: 3243545.05
DO NOT STOP ON
TRACKS SIGN E/C-507
N: 7234594.35
E: 3243407.12
P
P
P
P
P
P1
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.
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 G
N A
V
E M
E N
T
M A
R K
I N
G
P
L A
N
V
I I I
A
D D
I T
I V
E
CP208A
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
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
CU101CU102
CU103CU105
CU104CU106
CU107
CU108
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
S A
N
F F F F
G G G
W
W
W
W W
W
W
COCO
GW
G
W
4" SSWR FM
S
S W
R
F
M
G
A S
2.5" GAS
2.5" GAS
F F
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
F F F F
S D
S D
C B
C B
SD
SD
S D
S D
SD
SD
SD
C B
SD
G G
G
G
C B
30" STORM
G
F F
W
W
W
W
W
W
W W
F
W W
WWWWWW
W
S
W W
2.5
G A
S
SAN
12" WATER
12" FIRE
100.00
20.04
9.95
9.97
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
F
P1
P
P
P
P1P1
P
P
P
P
P
P1
P
E
S
C H
P
P
P
P
P1
P1
P1
P1
P1 P1
P1P1 P1
P
P
P
P
P
P1P1 P1P1P1P1
P1
P
CH
CH
P1
P1
P1
P1
P1
P1
ES ES ES ES ES ES ES ES ES ES ES
ES
ES
ES
ES
ES
ES
E S
E S
E S
E S
ES ES ES ES ES ES ES
E S
E S
E S
E S
ES ES
E
S
E S
P1
ES
E
S
CH
CH
P
CO
SD
SD
S D
S D
SD
.9
0+000+46.8
RD
RD
RD
RD
RD RD
RD
RD RD RD
RD
RD
RD
1+001+65.43
S
D
P
O
O
O
O
O
O
O
O
O
O
P
O lig h t p o le o n ly
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
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
F
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE ELECTRIC SITE PLANS FOR EXTERIOR ELECTRIC PLANS.
4. SEE C-500 SHEETS FOR NATURAL GAS, WATER AND WASTEWATER
DETAILS.
5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
CONNECTION POINTS, EXISTING SIZES AND MATERIALS OF
EXISTING UTILITIES SHOWN.
6. SEE SHEET CG200 TO CG208 FOR COMMUNICATION DUCT BANK
AND STORM DRAINAGE INFORMATION
7. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
8. SEE SHEET C-206 TO C-213 FOR STORM DRAIN PROFILES.
9. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
10. 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 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
U T
I L
I T
Y
P
L A
N
CU100
N
300'0 150'
FY19 GENERAL PURPOSE
WAREHOUSE
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
X
X
X
X
X
CP5907
CP5905
CP123
CP5903
CP2
CP862
CP114
CP861
W x
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
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
N
60'0 30'
MATCHLINE CU102
MATCHLINE CU101
MATCHLINE CU102
MATCHLINE CU101
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
P
O
E E E E E E E E E E E
E E
E 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
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE ELECTRIC SITE PLANS FOR EXTERIOR ELECTRIC PLANS.
4. SEE C-500 SHEETS FOR NATURAL GAS, WATER AND WASTEWATER
DETAILS.
5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
CONNECTION POINTS, EXISTING SIZES AND MATERIALS OF
EXISTING UTILITIES SHOWN.
6. SEE SHEET CG200 TO CG208 FOR COMMUNICATION DUCT BANK
AND STORM DRAINAGE INFORMATION
7. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
8. SEE SHEET C-206 TO C-213 FOR STORM DRAIN PROFILES.
9. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
10. 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 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
U T
I L
I T
Y
P
L A
N
I
CU101
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
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
W
F
I R
6" FIRE
10" FIRE10" FIRE
F
W
A T
E R
CB
10"x10" TEE WITH 10"X6" REDUCER
N: 7234869.71
E: 3244896.46
FIRE HYDRANT
N: 7234796.29
E: 3244826.71
PI BEND 10" FIRE
N: 7235150.25
E: 3244857.38
PI BEND 4" WATER
N: 7235159.02
E: 3244846.10
TIE INTO EXISTING WATER
LINE AROUND BLDG 499
N: 7235330.13
E: 3245106.14
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
JACK AND BORE UNDER RAILROAD.
BORE PITS SHALL BE A MINIMUM OF 15 FT
FROM RAILROAD EDGES SEE SHEET
C-513 FOR PIPE ENCASEMENT OF
UTILITY LINE DETAIL
PI BEND 4" WATER
N: 7234891.77
E: 3244883.29
TIE INTO EXISTING 12" TEE
ON EXISTING FIRE LINE
N: 7235314.39
E: 3245131.43
F F F F F F
W
W
W
W W
W W
W
W
W W
W W
W W
W W
W W
W
F
F
F
F
F
F
F
F F F F
PI BEND 4" WATER
N: 7235193.88
E: 3245122.93
PI BEND 10" FIRE
N: 7235186.15
E: 3245139.82
W W W W W W W W W W W
W W
W W
W W
W W
SD
W
A T
E R
F
I R
E
W
A T
E R
F
I R
E
CONCRETE ENCASE UTILITIES SEE SHEET
C-513 FOR CONCRETE AND PIPE
ENCASEMENT UTILITY LINE DETAIL
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
8" X 10" TEE
N: 7234858.71
E: 3244817.95
N
60'0 30'
M A
T C
H L I N
E
C
U
M A
T C
H L
I N
E
C
U
MATCHLINE CU104
MATCHLINE CU102
MATCHLINE CU102
MATCHLINE CU101
MATCHLINE CU102
MATCHLINE CU101
SD
SD
SD
SD
SD
SD
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
0+00
1+00
1+03
S D
96" S T
O R
M
B O
X C
U
LV
E R
T
SD
0+55.97
SD
R
D
8" STORM
STORM RD6-B
P
O
E
E
E
E
E
E
E E
E E
E E
E
E
E
E
E
E
E
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
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE ELECTRIC SITE PLANS FOR EXTERIOR ELECTRIC PLANS.
4. SEE C-500 SHEETS FOR NATURAL GAS, WATER AND WASTEWATER
DETAILS.
5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
CONNECTION POINTS, EXISTING SIZES AND MATERIALS OF
EXISTING UTILITIES SHOWN.
6. SEE SHEET CG200 TO CG208 FOR COMMUNICATION DUCT BANK
AND STORM DRAINAGE INFORMATION
7. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
8. SEE SHEET C-206 TO C-213 FOR STORM DRAIN PROFILES.
9. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
10. 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 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
U T
I L
I T
Y
P
L A
N
I
CU102
CP5916
CP5915
CP6101
CP5914
CP5912
CP5913
CP5911
CP5909
CP5908
CP207
GENERAL PURPOSE
WAREHOUSE
F
W
W
F
I R
E
6" FIRE
6" FIRE
CB
CB
PI 6" FIRE
N: 7234180.42
E: 3244906.22
FIRE HYDRANT
N: 7234244.06
E: 3244897.35
PI 6" FIRE
N: 7234518.85
E: 3244945.48
FIRE HYDRANT
N: 7234519.80
E: 3244952.29
PI 6" FIRE
N: 7234192.21
E: 3244990.83
CB
S
D
S
D
SD
SD
SD
SD
SD
SD
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
CB
N
60'0 30'
M A
T C
H L I N
E
C
U
M A
T C
H L
I N
E
C
U
MATCHLINE CU105
MATCHLINE CU103
MATCHLINE CU105
MATCHLINE CU103
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
0+91.96
S D
0+11.37
R
D
R
D
S
T O
R M
S T
O R
M
R
D B
S
D
O
R
M
S
T
O
24" STORM
STORM LINE POND B
S
S W
R
S T
O R
M
R
D B
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE ELECTRIC SITE PLANS FOR EXTERIOR ELECTRIC PLANS.
4. SEE C-500 SHEETS FOR NATURAL GAS, WATER AND WASTEWATER
DETAILS.
5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
CONNECTION POINTS, EXISTING SIZES AND MATERIALS OF
EXISTING UTILITIES SHOWN.
6. SEE SHEET CG200 TO CG208 FOR COMMUNICATION DUCT BANK
AND STORM DRAINAGE INFORMATION
7. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
8. SEE SHEET C-206 TO C-213 FOR STORM DRAIN PROFILES.
9. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
10. 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 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
U T
I L
I T
Y
P
L A
N
I I
CU103
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
S A
N S
A N
SAN
G G
G
C O
C O
G W
G
F
I R
E
F
I R
E
F
I R
E
W
4" WATER
6" FIRE
S
S W
R
F
M
2.5" GAS
G
A S
F
W
A T
E R
S
D
CB
CB
CB
PI 4" WATER
N: 7234791.48
E: 3244168.60
PI 2.5" GAS
N: 7234761.47
E: 3244188.40
6"X10" TEE
N: 7234801.39
E: 3244408.76
FIRE HYDRANT
N: 7234739.87
E: 3244417.44
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
8" FIRE
8" FIRE
4" SS
W W
W W
W W
W W
W W
W W
W W
W 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
8" X 10" TEE
N: 7234820.26
E: 3244543.43
8" X 10" TEE
N: 7234823.70
E: 3244568.02
PIV
N: 7234816.05
E: 3244544.01
PIV
N: 7234819.48
E: 3244568.61
SAN
S A
N S
A N
S A
N S
A N
S A
N S
A N
SD
SD
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
N
60'0 30'
M A
T C
H L I N
E
C
U
M A
T C
H L
I N
E
C
U
MATCHLINE CU106
MATCHLINE CU104
MATCHLINE CU104
MATCHLINE CU102
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
SD
SD
SD
0+18.64
0+72.83
SD
0+57.88
SD
0+56.98
SD
0+00
0+52.21
R
D
R
D
R
D
R
D
R
D
R
D
R
D
S
T O
R M
S T
O R
M
R
D A
S
T
O
R
M S
T
O
B
8" STORM
STORM RD3-B
8" STORM
STORM RD4-B
8" STORM
STORM RD5-B
0+00
0+00
SSWR GRAVITY MH-0
STA: 0+00
RIM: 360.65
N: 7234722.05
E: 3244371.45
SSWR GRAVITY PI-0
STA: 0+50.32
N: 7234672.21
E: 3244378.40
SSWR GRAVITY PI-1
STA: 0+57.39
N: 7234666.57
E: 3244374.13
SSWR GRAVITY DUAL CO
STA: 1+56.43
RIM: 361.27
N: 7234652.90
E: 3244276.04
SSWR GRAVITY PI-2
STA: 1+65.42
N: 7234651.66
E: 3244267.14
S
S W
R
S A
N I T
A R
Y S
E W
E R
F
O R
C E
M
A I N
SSWR MAIN PRESSURE PI-0
STA: 7+21.62
RIM: 357.20
N: 7234732.45
E: 3244370.01
SSWR MAIN PRESSURE HVPI-1
STA: 6+51.58
N: 7234801.82
E: 3244360.34
SSWR MAIN PRESSURE HPI-1
STA: 6+44.50
N: 7234806.09
E: 3244354.70
S
S W
R
S A
N I T
A R
Y S
E W
E R
F
O R
C E
M
A I N
8" SSWR
STORM RD2-A
E
E
E
E
E
E
E
E
E
E
E
E
E
E
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. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE ELECTRIC SITE PLANS FOR EXTERIOR ELECTRIC PLANS.
4. SEE C-500 SHEETS FOR NATURAL GAS, WATER AND WASTEWATER
DETAILS.
5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
CONNECTION POINTS, EXISTING SIZES AND MATERIALS OF
EXISTING UTILITIES SHOWN.
6. SEE SHEET CG200 TO CG208 FOR COMMUNICATION DUCT BANK
AND STORM DRAINAGE INFORMATION
7. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
8. SEE SHEET C-206 TO C-213 FOR STORM DRAIN PROFILES.
9. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
10. 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 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
U T
I L
I T
Y
P
L A
N
I
CU104
CP6168
CP6166
CP6169
CP6170
CP207
CP205
CP208
CP217
GENERAL PURPOSE
WAREHOUSE
F F
F F
F F
F F
F F
F
I R
E
F
I R
E
SD
SD
D
FIRE HYDRANT
N: 7234119.14
E: 3244407.81
PI 6" FIRE
N: 7234111.15
E: 3244408.92
S D
S D
S D
S D
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
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
N
60'0 30'
M A
T C
H L I N
E
C
U
M A
T C
H L I N
E
C
U
MATCHLINE CU107
MATCHLINE CU105
MATCHLINE CU107
MATCHLINE CU105
MATCHLINE CU105
MATCHLINE CU103
MATCHLINE CU105
MATCHLINE CU103
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
SD
SD
S D
S D
S D
S D
S D
36" STORM
STORM LINE A
S
T O
R M
S T
O R
M
L I N
E
A
S
D
S
D
S
D
S
D
S
D
S
D
O
R
M
S
T
O
SDSD
24" STORM
STORM LINE POND A
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE ELECTRIC SITE PLANS FOR EXTERIOR ELECTRIC PLANS.
4. SEE C-500 SHEETS FOR NATURAL GAS, WATER AND WASTEWATER
DETAILS.
5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
CONNECTION POINTS, EXISTING SIZES AND MATERIALS OF
EXISTING UTILITIES SHOWN.
6. SEE SHEET CG200 TO CG208 FOR COMMUNICATION DUCT BANK
AND STORM DRAINAGE INFORMATION
7. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
8. SEE SHEET C-206 TO C-213 FOR STORM DRAIN PROFILES.
9. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
10. 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 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
U T
I L
I T
Y
P
L A
N
CU105
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
SAN SAN SAN SAN SAN SAN SAN SAN
G G
G G
G G
G G
G G
G G
G G
W
W
F
I R
E
F
I R
E
F
I R
E
6" FIRE
6" FIRE
6" FIRE
S
S W
R
F
M
4" SSWR FM
G
A S
G
A S
FFFFFF
8" FIRE
CB
CB
CB
CB
FIRE HYDRANT
N: 7234373.30
E: 3243756.63
6"X10" TEE
N: 7234756.16
E: 3244085.83
FIRE HYDRANT
N: 7234702.75
E: 3244093.27
FIRE HYDRANT
N: 7234662.88
E: 3243769.15
PI 2.5" GAS
N: 7234683.84
E: 3243631.09
6"X10" TEE
N: 7234704.57
E: 3243717.55
PI 6" FIRE
N: 7234710.87
E: 3243762.46
PI 6" FIRE
N: 7234374.27
E: 3243763.56
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
G
CB
S D
JACK AND BORE UNDER RAILROAD.
SEE SHEET C-513 FOR PIPE
ENCASEMENT OF UTILITY LINE DETAIL
JACK AND BORE UNDER RAILROAD.
SEE SHEET C-513 FOR PIPE
ENCASEMENT OF UTILITY LINE DETAIL
F F
8" FIRE
SD
F F
8" X 10" TEE
N: 7234736.80
E: 3243947.58
8" X 10" TEE
N: 7234740.24
E: 3243972.17
PIV
N: 7234732.59
E: 3243948.16
PIV
N: 7234736.03
E: 3243972.75
S A
N S
A N
S A
N
70.00 50.00
S S
S S
N
60'0 30'
M A
T C
H L I N
E
C
U
M A
T C
H L
I N
E
C
U
MATCHLINE CU108
MATCHLINE CU106
MATCHLINE CU106
MATCHLINE CU104
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
C O
10+00
11+00
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
T O
R M
S T
O R
M
L I N
E
A
24" STO
RM
STO
RM
LINE A
S
T O
R M
S T
O R
M
L I N
E
A
S
T
O
R
M
S
T
O
SD
0+49.83
0+18.64
0+00
R
D
R
D
R
D
R
D
8" STORM
STORM RD4-A
S
T O
R M
S T
O R
M
R
D A
EXIST SANITARY SEWER MANHOLE
STA: 0+00
RIM: 733.01
N: 7235072.67
E: 3243982.60
SSWR MAIN PRESSURE HPI-0
STA: 3+09.98
N: 7234765.56
E: 3244024.70
SSWR MAIN PRESSURE HVPI-0
STA: 3+17.05
N: 7234761.29
E: 3244030.33
4" SSWR
SANITARY-SEWER-FORCE-MAIN
4" SSWR
SANITARY-SEWER-FORCE-MAIN
8" SSWR
STORM RD3-A
8" SSWR
STORM RD2-A
P
O
O
O i g h t p o l e o n l y
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
S S
S S
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE ELECTRIC SITE PLANS FOR EXTERIOR ELECTRIC PLANS.
4. SEE C-500 SHEETS FOR NATURAL GAS, WATER AND WASTEWATER
DETAILS.
5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
CONNECTION POINTS, EXISTING SIZES AND MATERIALS OF
EXISTING UTILITIES SHOWN.
6. SEE SHEET CG200 TO CG208 FOR COMMUNICATION DUCT BANK
AND STORM DRAINAGE INFORMATION
7. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
8. SEE SHEET C-206 TO C-213 FOR STORM DRAIN PROFILES.
9. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
10. 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 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
U T
I L
I T
Y
P
L A
N
V
I
CU106
UTILITY SIGN "WATER LINE BELOW" 1.0'X0.5' 4.6' HEIGHT
CP6163
CP6164
CP6165
CP6167
CP216
CP204
GENERAL PURPOSE
WAREHOUSE
F F
F F
F F
F
W
F
I R
E
F
I R
E
6" FIRE
6" FIRE FFFFFF
CB
D
CB
FIRE HYDRANT
N: 7234103.08
E: 3243883.12
PI 6" FIRE
N: 7234039.15
E: 3243892.03
PI 8" WATER
N: 7234027.98
E: 3243811.80
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
N
60'0 30'
M A
T C
H L
I N
E
C
U
M A
T C
H L I N
E
C
U
MATCHLINE CU107
MATCHLINE CU105
MATCHLINE CU107
MATCHLINE CU105
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
S D
S D
S D
S D
S D
S D
S D
S D
S D
S D
SD
SD
SD
SD
SD
SD
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
30" S
TORM
STORM
L
IN
E A
SD
0+53.43
SD
R
D
8" STORM
STORM RD5-A
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE ELECTRIC SITE PLANS FOR EXTERIOR ELECTRIC PLANS.
4. SEE C-500 SHEETS FOR NATURAL GAS, WATER AND WASTEWATER
DETAILS.
5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
CONNECTION POINTS, EXISTING SIZES AND MATERIALS OF
EXISTING UTILITIES SHOWN.
6. SEE SHEET CG200 TO CG208 FOR COMMUNICATION DUCT BANK
AND STORM DRAINAGE INFORMATION
7. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
8. SEE SHEET C-206 TO C-213 FOR STORM DRAIN PROFILES.
9. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
10. 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 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
U T
I L
I T
Y
P
L A
N
V
I
CU107
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
T R
N
E
TREE LINE
T R
N
E
T R
N
E
T
R
N
E
CP874
CP6171
CP868
CP869
CP215
CP870
CP6160
CP6159
CP6158
CP867
CP320
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
C P
C P
C P
2.5" GAS
2.5" GAS
C
P
C
P
PI BEND 2.5" GAS
N: 7234619.80
E: 3243306.48
CONNECT TO EXISTING GAS METER
N: 7235053.67
E: 3243242.24
G G
G G
G G
G G
G G
G G
G
G
G
G
G
G
G
G
G
JACK AND BORE UNDER RAILROAD.
BORE PITS SHALL BE A MINIMUM OF 10 FT
FROM RAILROAD EDGES SEE SHEET
C-513 FOR PIPE ENCASEMENT OF
UTILITY LINE DETAIL
G
G
A S
N
60'0 30'
MATCHLINE CU108
S
D
S D
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
P
O
O
O
O
O
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
1. SEE SHEET C-001 FOR GENERAL NOTES.
2. SEE SHEET C-002 FOR LEGEND.
3. SEE ELECTRIC SITE PLANS FOR EXTERIOR ELECTRIC PLANS.
4. SEE C-500 SHEETS FOR NATURAL GAS, WATER AND WASTEWATER
DETAILS.
5. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL
CONNECTION POINTS, EXISTING SIZES AND MATERIALS OF
EXISTING UTILITIES SHOWN.
6. SEE SHEET CG200 TO CG208 FOR COMMUNICATION DUCT BANK
AND STORM DRAINAGE INFORMATION
7. SEE SHEET V-100 FOR CONTROL POINT INFORMATION.
8. SEE SHEET C-206 TO C-213 FOR STORM DRAIN PROFILES.
9. SEE SHEET C-214 TO C-215 FOR SANITARY SEWER PROFILES.
10. 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 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
U T
I L
I T
Y
P
L A
N
V
I I
CU108
E V
A T
I O
N
E L
E V
A T
I O
N
STATION
STATION
PROFILE VIEW OF BAN LANE
-0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
.8
-0.56%
PROPOSED GRADE
PROPOSED GRADE
L 200.00'
P V
C
S
T A
E L
P V
T
S
T A
E L
G1 4.17%
G2 0.61% e 0.89
K 56.09'
P V
I
S
T A
E L
G1 -1.65%
G2 -0.56% e 0.14
K 91.46'
P V
C
S
T A
E L
P V
T
S
T A
E L
L 100.00'
G1 -0.56%
G2 0.80% e 0.10
K 45.12'
P V
C
S
T A
E L
P V
T
S
T A
E L
L 61.00'
G1 0.80%
G2 4.17% e 0.46
K 32.59'
P V
C
S
T A
E L
P V
T
S
T A
E L
L 110.00'
P V
I
S
T A
E L
P V
I
S
T A
E L
P V
I
S
T A
E L
(6) 96"X60" Box Culvert
GRADE = 1.22%
EXISTING GRADE
EXISTING GRADE
-0+50
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
X
C O
N C
R E
T E
C P
C P
C P
C P
C P
C P
C P
C P
C P
340337 341342
BAN LANE - NEW HEAVY
DUTY ASPHALT PAVEMENT
B A
N L
A N
E
- N
E W
H E
A V
Y
D U
T Y
A S
P H
A L T
P A
V E
M E
N T
W
W
W
P1
P
P
P
P
P
P
P
P
P
C H
C H
B P
P C
P T
P C
P T
P C
P T
P C
P T
P C
P T
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
C-201
B A
N
L
A N
E
P
L A
O
F I L
E
S T
A
T
O
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
E V
A T
I O
N
E L
E V
A T
I O
N
STATION
STATION
PROFILE VIEW OF BAN LANE A
19+50 20+00 21+00 22+00 23+00 24+00 25+00
19+50
20+00
21+00
22+00
23+00
24+00
25+00
.1
PROPOSED GRADE
PROPOSED GRADE
L 120.00'
P V
C
S
T A
E L
P V
T
S
T A
E L
G1 2.21%
G2 -1.18% e 0.51
K 35.37'
P V
T
S
T A
E L
P V
I
S
T A
E L
E
X
I
S
T
I
O
U
N
D
B A
N
L
A N
E
B
A S
E
B
I D
B A
N
L
A N
E
A
D D
I T
I V
E
S T
A
S L
O P
E
T
O
E
X I S
T I N
G
M A
X
V
H
S T
A
E L
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STATION
STATION
PROFILE VIEW OF BAN LANE A
19+50 20+00 21+00 22+00 23+00 24+00 25+00
19+50
20+00
21+00
22+00
23+00
24+00
25+00
.1
PROPOSED GRADE
PROPOSED GRADE
L 120.00'
P V
C
S
T A
E L
P V
T
S
T A
E L
G1 2.21%
G2 -1.18% e 0.51
K 35.37'
P V
T
S
T A
E L
P V
I
S
T A
E L
E
X
I
S
T
I
O
U
N
D
B A
N
L
A N
E
B
A S
E
B
I D
B A
N
L
A N
E
A
D D
I T
I V
E
S T
A
S L
O P
E
T
O
E
X I S
T I N
G
M A
X
V
H
S T
A
E L
C
B
C
B
C
O
SSWR MAIN PRESSURE HPI-0
STA: 3+09.98
N: 7234765.56
E: 3244024.70
8" STORM
STORM RD3-A
S
I D
E
W
A
L K
R
R
C
O
N
T R
A
C
T
Y
D
O
W
N
S
T A
G
I N
G
G
E
N
E
R
A
L
P
U
R
P
O
S
E
W
A
R
E
H
O
U
S
E
B
A
V
Y
D
U
P
H
A
V
E
M
E
N
T
N
C
E
A
D
A
S
P
H
A
L
W
C
B
RD
P
P
P
P
P
P
P
4+00
PT: 4+11.42
PC: 4+73.14
P
T
E
P
P
C
P
T
P
C
P
P
P
T
E
P
SLOPE TO EXISTING
MAX. 1V:4H
B
N
E
C
O
N
T R
A
C
T
Y
D
O
W
N
S
T A
G
I N
G
P
P
P
P
P
P
X
X
X
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
4+00
PT: 4+11.42
PC: 4+73.14
P
T
E
P
P
C
P
T
P
C
P
P
P
T
E
P
SLOPE TO EXISTING
MAX. 1V:4H
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
C-201A
N O
R T
H
R
O A
D
P R
O F
I L
E
I
A
D D
I T
I V
E
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
HORIZONTAL SCALE: 1"=40'
E V
A T
I O
N
E L
E V
A T
I O
N
STATION
STATION
PROFILE VIEW OF NORTH ROAD
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
-0+25
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
0.24%
0.00%
0.09%
.0
.1
2.00%
L 26.50'
P V
C
S
T A
E L
P V
T
S
T A
E L
G1 2.77%
G2 1.08% e 0.06
K 15.73'
L 88.44'
P V
C
S
T A
E L
P V
T
S
T A
E L
G1 1.08%
G2 -1.83% e 0.32
K 30.30'
L 32.79'
P V
C
S
T A
E L
P V
T
S
T A
E L
G1 0.09%
G2 -4.21% e 0.18
K 7.62'
P V
I
S
T A
E L
P V
I
S
T A
E L
P V
I
S
T A
E L
G1 -1.83%
G2 0.24% e 0.12
K 22.06'
P V
C
S
T A
E L
P V
T
S
T A
E L
L 45.83' G1 -4.21%
G2 1.10% e 0.08
K 2.30'
P V
C
S
T A
E L
P V
T
S
T A
E L
L 12.24'
P V
I
S
T A
E L
P V
I
S
T A
E L
E X
IS
T
IN
G
G R
O U
N D
EXISTING GROUND
E L
E V
A T
I O
N
E L
E V
A T
I O
N
STATION
STATION
PROFILE VIEW OF NORTH ROAD
-0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
-0+25
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
PROPOSED GRADE
PROPOSED GRADE
PROPOSED GRADE
0.24%
0.00%
0.09%
.0
.1
2.00%
L 26.50'
P V
C
S
T A
E L
P V
T
S
T A
E L
G1 2.77%
G2 1.08% e 0.06
K 15.73'
L 88.44'
P V
C
S
T A
E L
P V
T
S
T A
E L
G1 1.08%
G2 -1.83% e 0.32
K 30.30'
L 32.79'
P V
C
S
T A
E L
P V
T
S
T A
E L
G1 0.09%
G2 -4.21% e 0.18
K 7.62'
P V
I
S
T A
E L
P V
I
S
T A
E L
P V
I
S
T A
E L
G1 -1.83%
G2 0.24% e 0.12
K 22.06'
P V
C
S
T A
E L
P V
T
S
T A
E L
L 45.83' G1 -4.21%
G2 1.10% e 0.08
K 2.30'
P V
C
S
T A
E L
P V
T
S
T A
E L
L 12.24'
P V
I
S
T A
E L
P V
I
S
T A
E L
E X
IS
T
IN
G
G R
O U
N D
EXISTING GROUND
G
G
W
P
O
O
O
O
O
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
P T
.1
E P
.3
N: 7,234,659.47
E: 3,243,237.24
N: 7,234,666.66
E: 3,243,276.59
SLOPE TO EXISTING
B A
N
L A
N E
NORTH ROAD - NEW HEAVY
DUTY ASPHALT PAVEMENT
P
P
P
P
P1
P
P
P
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
C
O
N
C
R
E
T E
A
S
P
H
A
L T
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
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
P T
.1
E P
.3
N: 7,234,659.47
E: 3,243,237.24
N: 7,234,666.66
E: 3,243,276.59
SLOPE TO EXISTING
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
C-202A
N O
R T
H
R
O A
D
P R
O F
I L
E
I
A
D D
I T
I V
E
J
E
N N
I S
J
E
N N
I S
B
J E
N S
E N
P
E
HORIZONTAL SCALE: 1"=40'
E V
A T
I O
N
E L
E V
A T
I O
N
STATION
STATION
PROFILE VIEW OF BAN LANE
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00
G1 0.57%
G2 2.21% e 0.37
K 109.45'
P V
C
S
T A
E L
P V
T
S
T A
E L
L 180.00'
P V
I
S
T A
E L
EXISTING GRADE
16+00
17+00
18+00
19+00
20+00
21+00 22+00 23+00 24+00 25+00
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
R
A
I L
R
O
A
C
K
S
R
A
I L
R
O
A
C
K
S
R A
IL
R
O A
D T
R A
C K
S
R A
IL
R
O A
D T
R A
C K
S
R A
IL
R
O A
D T
R A
C K
S
B A
N L
A N
E
- D
IR
T
R O
A D
W A
Y
T R
N
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
B A
N
LA
N E
- N E
W H
E A
V Y
D U
TY ASPH
ALT PAVEM
EN
T
N E
W
A
C C
E S
S
R
O A
D
A
S P
H A
L
C B
C B
P
P
P
P
P
P
P
P C
P T
E P
R D
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
C-203
B A
N
L
A
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