Technical_Exhibit_B-_Drawings_(Pages_11-20).pdf
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Technical Exhibit B - Drawings (Pages 11-20)
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CE100
N
SCALE IN FEET
20' 20' 40'
T
N g u y e n P .E
T
N g u y e n P .E
J a m e s S ti tz e l, P .E
W INV=738.60
N INV=738.60
E INV=738.50
TOP ELEV=745.84
SSMH
B U
IL
D
IN
G A
E X
IS
T
IN
G T
O P
O P
L A
N
ASPHALT ROAD
112TH ST.
A S
P H
A L T R
O A
D
S T
G A
R L
A N
D
(F.F.E. 743.10)
1-STORY BUILDING
BLDG# 56481
ASPHALT ROAD
' C
O N
C . E
D G
E S
SIGN
BLDG
PARKING
A S
P H
A L T R
O A
D
IRS W/ CAP
CP#
E:
N:
ELEV: 742.88
3122103.040
10467613.653
56467
C O
N C
S D
W K
C O
N
W K
112TH ST.
24" RCP
18" RCP
FL=748.94
CONC. HW
FL=747.75
CONC. HW
FL=739.87
CONC. HWFL=739.78
CONC. HW
FENCE
7' CHAIN-LINK
GATE
FENCE
7' CHAIN-LINK
SIGN
NO PARKING
C O
N C S
D W
K
CONC. SDWKCONC. SDWK CONC. SDWK
C O
N C S
D W
K
CONC. SDWK
CONC. SDWK
C O
N C S
D W
K C
O N
C S
D W
K
ASPH
ASPH
GUTTER
CURB &
CONC.
GUTTER
CURB &
CONC.
56471
56499
56473
TEL
TEL
M R
K R
O P T I C
F I B E R
MRKR
OPTIC
FIBER
DUCTS 2x6 Each direction
BOT =736.04
TOP EL=745.54
COMM MH
DUCTS 2x6 Each Side
BOT =741.49
TOP EL=750.99
COMM MH
PED
TEL
PED
TEL
W O
O D
P
W O
O D
P P L I
G H T
W O
O D
P P L I
G H T
W O
O D
P P L I
G H T
OHE CLEARANCE
OHE CLEARANCE
W O
O D
P P L I
G H T
W O
O D
P P L I
G H T
T R
A N S
W O
O D
P P
4"
FH
2"
2"
2"
G
W W
WATER VALVE
COVER: 742.28
VALVE: 737.61
HYDR
YARD
FH
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
U .S
A R
M Y E
N G
IN
E E
R C
O R
P S O
F E
G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
1/15/2019 12:39:43 PM
Enter Project Name
H
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
A P
R
IL
P N
N H
P
N O
R T
H F
O R
T H
O O
D
A D
M
IN
IS
T R
A T
IO
N B
U
IL
D
IN
G A
F O
R T H
O O
D T
X
741742
743743
744744
744744 744
745 745
CD100
SCALE IN FEET
20' 20' 40'
DEMOLITION LEGEND
DEMO CONC. SIDEWALK
T
N g u y e n P .E
T
N g u y e n P .E
J a m e s S ti tz e l, P .E
B U
IL
D
IN
G A
D E
M O
L
IT
IO
N P
L A
N
SIGN
DEMO NO PARKING
ASPHALT ROAD
112TH ST.
A S
P H
A L T R
O A
D
S T
G A
R L
A N
D
(F.F.E. 743.10)
1-STORY BUILDING
BLDG# 56481
ASPHALT ROAD
' C
O N
C . E
D G
E S
SIGN
BLDG
PARKING
A S
P H
A L T R
O A
D
IRS W/ CAP
CP#
E:
N:
ELEV: 742.88
3122103.040
10467613.653
56467
C O
N
W K
C O
N
W K
112TH ST.
24" RCP
18" RCP
FL=748.94
CONC. HW
FL=747.75
CONC. HW
FL=739.87
CONC. HWFL=739.78
CONC. HW
FENCE
7' CHAIN-LINK
GATE
FENCE
7' CHAIN-LINK
C O
N C S
D W
K
CONC. SDWKCONC. SDWK CONC. SDWK
C O
N C S
D W
K
CONC. SDWK
CONC. SDWK
C O
N C S
D W
K C
O N
C S
D W
K
ASPH
ASPH
GUTTER
CURB &
CONC.
GUTTER
CURB &
CONC.
56471
56499
56473
TEL
TEL
M R
K R
O P T I C
F I B E R
MRKR
OPTIC
FIBER
DUCTS 2x6 Each direction
BOT =736.04
TOP EL=745.54
COMM MH
DUCTS 2x6 Each Side
BOT =741.49
TOP EL=750.99
COMM MH
PED
TEL
PED
TEL
W O
O D
W O
O D
P P L I
G H T
W O
O D
P P L I
G H T
W O
O D
P P L I
G H T
OHE CLEARANCE
OHE CLEARANCE
W O
O D
P P L I
G H T
W O
O D
P P L I
G H T
T R
A N S
W O
O D
P P
4"
8"
6"
8"8"8"
6"
FH
2"
2"
2"
2.5
G
W W
WATER VALVE
COVER: 742.28
VALVE: 737.61
HYDR
YARD
FH
W INV=738.60
N INV=738.60
E INV=738.50
TOP ELEV=745.84
SSMH TO REMAIN
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
U .S
A R
M Y E
N G
IN
E E
R C
O R
P S O
F E
G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
A P
R
IL
P N
N H
P
N O
R T
H F
O R
T H
O O
D
A D
M
IN
IS
T R
A T
IO
N B
U
IL
D
IN
G A
F O
R T H
O O
D T
X
E=3121833.14 N=10467856.12
E=3121808.16 N=10467838.51
E=3121927.00 N=10467922.45
E=3121931.89 N=10467925.92
E=3121962.72 N=10467934.09
E=3121965.68 N=10467931.29
E=3122024.80 N=10467851.77
E=3122027.67 N=10467847.74
E=3122082.85 N=10467736.98
E=3122078.30 N=10467734.81
NEW DRIVEWAY
DEMO CURB FOR
NEW SIDEWALK
DEMO CURB FOR
SERVICE PER AMERICAN WATER REQUIREMENTS.
OF NEW WATER CONNECTION. CUT AND CAP
BUILDING. SEE SHEET CU100 FOR LOCATION
PRIOR TO CONSTRUCTION OF NEW
WATER SERVICE LINE TO BE REROUTED
NOTE
TO EAST SIDE OF SIDEWALK
SERVICE LINE FROM MAIN
REMOVE EXISTING WATER
741742
743743
744744
744744 744
745 745
CS100
SCALE IN FEET
20' 20' 40'
B U
IL
D
IN
G A
S
IT
E L
A Y
O U
T P
L A
N
T
N g u y e n P .E
J a m e s S ti tz e l, P .E
T
N g u y e n P .E
ASPHALT ROAD
112TH ST.
A S
P H
A L T R
O A
D
S T
G A
R L
A N
D
(F.F.E. 743.10)
1-STORY BUILDING
BLDG# 56481
ASPHALT ROAD
' C
O N
C . E
D G
E S
SIGN
BLDG
PARKING
A S
P H
A L T R
O A
D
IRS W/ CAP
CP#
E:
N:
ELEV: 742.88
3122103.040
10467613.653
56467
112TH ST.
24" RCP
18" RCP
FL=748.94
CONC. HW
FL=747.75
CONC. HW
FL=739.87
CONC. HWFL=739.78
CONC. HW
FENCE
7' CHAIN-LINK
GATE
FENCE
7' CHAIN-LINK
C O
N C S
D W
K
CONC. SDWKCONC. SDWK CONC. SDWK
C O
N C S
D W
K
CONC. SDWK
CONC. SDWK
C O
N C S
D W
K C
O N
C S
D W
K
ASPH
ASPH
GUTTER
CURB &
CONC.
GUTTER
CURB &
CONC.
56471
56499
56473
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
U .S
A R
M Y E
N G
IN
E E
R C
O R
P S O
F E
G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
A P
R
IL
P N
N H
P
N O
R T
H F
O R
T H
O O
D
A D
M
IN
IS
T R
A T
IO
N B
U
IL
D
IN
G A
F O
R T H
O O
D T
X
D R
IV
E W
A Y
A S
P H P
A V
E D
C O
N C S
ID
E W
A L
K
C O
N C S
ID
E W
A L
K
C O
N C S
ID
E W
A L
K
E=3121962.72 N=10467934.09
E=3121821.52 N=10467827.45
E=3121817.36 N=10467832.45
END CURB
E=3121874.46 N=10467752.80
E=3121952.04 N=10467940.04
E=3122024.80 N=10467851.78
E=3122004.35 N=10467866.96
E=3122082.85 N=10467736.98
E=3122063.31 N=10467797.60
E=3121931.89 N=10467925.92
E .0
N
.6
BUILDING
NEW ADMIN
E=3121833.14 N=10467856.12
DRAIN 1
SIDEWALK
DRAIN 2
SIDEWALK
DRAIN 3
SIDEWALK
D R
A
IN
S
ID
E W
A L
K
C U
R B G
U T
T E
R
GUTTER
NEW CONC
GUTTER
NEW CONC
GATE
DOUBLE SWING
21' WIDE
GATE
DOUBLE SWING
21' WIDE
SECURITY FENCE
7' HIGH CHAIN-LINK
GATE
PERS
6' WIDE
GATE
PERS
6' WIDE
N=1046 837.24
END SIDEWALK
E=3121994.80
N=10467884.06
E=3121941.97
N=10467826.20
E=3121860.40
N=10467910.44
E=3121929.38
N=10467912.42
E=3121915.73
SEE SHEET C-503
SECURITY FENCE
7' HIGH CHAIN-LINK
FOR DETAIL
SEE STRUCTURE
HVAC CONC. PAD
CHAIN-LINK FENCE
PAD 10'x10'
GUARDHOUSE
.8
.9
745.15
745.4
CG101
SCALE IN FEET
20' 20' 40'
T
N g u y e n P .E
J a m e s S ti tz e l, P .E
T
N g u y e n P .E
T
N g u y e n P .E
J a m e s S ti tz e l, P .E
B U
IL
D
IN
G A
G R
A D
IN
G S
T O
R M D
R A
IN
P
L A
N I
ASPHALT ROAD
112TH ST.
A S
P H
A L T R
O A
D
S T
G A
R L
A N
D
(F.F.E. 743.10)
1-STORY BUILDING
BLDG# 56481
ASPHALT ROAD
' C
O N
C . E
D G
E S
SIGN
BLDG
PARKING
A S
P H
A L T R
O A
D
IRS W/ CAP
CP#
E:
N:
ELEV: 742.88
3122103.040
10467613.653
56467
112TH ST.
24" RCP
18" RCP
FL=748.94
CONC. HW
FL=747.75
CONC. HW
FL=739.87
CONC. HWFL=739.78
CONC. HW
FENCE
7' CHAIN-LINK
GATE
FENCE
7' CHAIN-LINK
C O
N C S
D W
K
CONC. SDWKCONC. SDWK CONC. SDWK
C O
N C S
D W
K
CONC. SDWK
CONC. SDWK
C O
N C S
D W
K C
O N
C S
D W
K
ASPH
ASPH
GUTTER
CURB &
CONC.
GUTTER
CURB &
CONC.
56471
56499
56473
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
U .S
A R
M Y E
N G
IN
E E
R C
O R
P S O
F E
G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
A P
R
IL
P N
N H
P
N O
R T
H F
O R
T H
O O
D
A D
M
IN
IS
T R
A T
IO
N B
U
IL
D
IN
G A
F O
R T H
O O
D T
X
748.20
748.70
.0
748.75
.5
.7
748.55
749.03
749.07
748.70
.2
.7
F L .4
FF=749.40
.2
LIMITS OF GRADING
LIMITS OF GRADING
LIMITS OF GRADING
N=10467838.21
E=3121981.32
E=3121881.94
N=10467729.83
N=10467741.50
E=3122108.59
N=10467960.37
E=3121952.08N=10467850.11
E=3121796.63
N=10467806.40
E=3121989.91
CONSTRUCTION LIMITS
INITIAL
CONSTRUCTION LIMITS
INITIAL
SEE NOTE
CONSTRUCTION LIMITS
INITIAL
.6
.5
BUILDING
NEW ADMIN
PAD 10'x10'
GUARDHOUSE
741742
743743
.0 0N=10467723.17
E=3122068.75
.7
E=3122053.86
N=10467787.69
744744
744744 744
.0
E=3122037.15
N=10467814.60
.5
.5
E=3122004.09
N=10467852.00
.6
.7
745 745
.1
.3
E=3121960.23
N=10467911.60
.8 3 7 .9
745.5
.8
.1
.1
G
747.28
.3
.5
747.57
747.58
N=10467886.10
E=3121903.22
747.71
747.81
.8 .9
N=10467912.51
E=3121942.63
747.96
.2
N=10467848.39
E=3121846.31
N=10467777.18
E=3121895.17
748.23
.3
48.35
.3
N=10467782.15
E=3121885.49
.4
748.55
.5
.6
748.70
748.70
748.70
.8
TC 748.91
.0
.0
749.05749.05
749.06
.5
.8
.1
.1
.0
749.35
749.35
T C .4
745.4
CG102
SCALE IN FEET
20' 20' 40'
T
N g u y e n P .E
J a m e s S ti tz e l, P .E
T
N g u y e n P .E
T
N g u y e n P .E
J a m e s S ti tz e l, P .E
NOTE
CONSTRUCTION LIMITS
SECONDARY
B U
IL
D
IN
G A
G R
A D
IN
G S
T O
R M D
R A
IN
P
L A
N I I
SEPARATION LINE BETWEEN TWO PROJECTS.
PROJECTS. THE 7' CHAIN-LINK SECURITY FENCE WILL BE THE
COORDINATE WORK AT THE JUNCTURE BETWEEN THE TWO
BUILDING AT THE PROJECT SITE. THE CONTRACTOR SHALL
PRIOR TO OR DURING THE CONSTRUCTION OF THE SOUTH ADMIN
THE CONSTRUCTION OF THE NORTH ADMIN BUILDING WILL BEGIN
ADMIN BUILDING
SOUTH
ASPHALT ROAD
112TH ST.
A S
P H
A L T R
O A
D
S T
G A
R L
A N
D
(F.F.E. 743.10)
1-STORY BUILDING
BLDG# 56481
ASPHALT ROAD
' C
O N
C . E
D G
E S
SIGN
BLDG
PARKING
A S
P H
A L T R
O A
D
IRS W/ CAP
CP#
E:
N:
ELEV: 742.88
3122103.040
10467613.653
56467
112TH ST.
24" RCP
18" RCP
FL=748.94
CONC. HW
FL=747.75
CONC. HW
FL=739.87
CONC. HWFL=739.78
CONC. HW
FENCE
7' CHAIN-LINK
GATE
FENCE
7' CHAIN-LINK
C O
N C S
D W
K
CONC. SDWKCONC. SDWK CONC. SDWK
C O
N C S
D W
K
CONC. SDWK
CONC. SDWK
C O
N C S
D W
K C
O N
C S
D W
K
ASPH
ASPH
GUTTER
CURB &
CONC.
GUTTER
CURB &
CONC.
56471
56499
56473
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
U .S
A R
M Y E
N G
IN
E E
R C
O R
P S O
F E
G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
A P
R
IL
P N
N H
P
N O
R T
H F
O R
T H
O O
D
A D
M
IN
IS
T R
A T
IO
N B
U
IL
D
IN
G A
F O
R T H
O O
D T
X
748.20
748.70
.0
748.75
.5
.7
748.55
749.03
749.07
748.70
.2
.7
F L .4
FF=749.40
.2
LIMITS OF GRADING
LIMITS OF GRADING
LIMITS OF GRADING
N=10467838.21
E=3121981.32
E=3121881.94
N=10467729.83
N=10467741.50
E=3122108.59
N=10467960.37
E=3121952.08N=10467850.11
E=3121796.63
N=10467806.40
E=3121989.91
CONSTRUCTION LIMITS
INITIAL
CONSTRUCTION LIMITS
INITIAL
SEE NOTE
CONSTRUCTION LIMITS
INITIAL
.6
.5
BUILDING
NEW ADMIN
PAD 10'x10'
GUARDHOUSE
CONSTRUCTION LIMITS
SOUTH ADMIN BUILDING
741742
743743
.0 0N=10467723.17
E=3122068.75
.7
E=3122053.86
N=10467787.69
744744
744744 744
.0
E=3122037.15
N=10467814.60
.5
.5
E=3122004.09
N=10467852.00
.6
.7
745 745
.1
.3
E=3121960.23
N=10467911.60
.8 3 7 .9
745.5
.8
.1
.1
G
747.28
.3
.5
747.57
747.58
N=10467886.10
E=3121903.22
747.71
747.81
.8 .9
N=10467912.51
E=3121942.63
747.96
.2
N=10467848.39
E=3121846.31
N=10467777.18
E=3121895.17
748.23
.3
48.35
.3
N=10467782.15
E=3121885.49
.4
748.55
.5
.6
748.70
748.70
748.70
.8
TC 748.91
.0
.0
749.05749.05
749.06
.5
.8
.1
.1
.0
749.35
749.35
T C .4
CP100
SCALE IN FEET
20' 20' 40'
T
N g u y e n P .E
T
N g u y e n P .E
J a m e s S ti tz e l, P .E
B U
IL
D
IN
G A
P A
V
IN
G P
L A
N
NEW ASPHALT PAVEMENT A/C501
NEW CONCRETE SIDEWALK A/C-502 CONC. SIDEWALK
PAVEMENT LEGEND
ASPHALT ROAD
112TH ST.
A S
P H
A L T R
O A
D
S T
G A
R L
A N
D
(F.F.E. 743.10)
1-STORY BUILDING
BLDG# 56481
ASPHALT ROAD
' C
O N
C . E
D G
E S
SIGN
BLDG
PARKING
A S
P H
A L T R
O A
D
IRS W/ CAP
CP#
E:
N:
ELEV: 742.88
3122103.040
10467613.653
112TH ST.
24" RCP
18" RCP
FL=748.94
CONC. HW
FL=747.75
CONC. HW
FL=739.87
CONC. HWFL=739.78
CONC. HW
FENCE
7' CHAIN-LINK
GATE
FENCE
7' CHAIN-LINK
C O
N C S
D W
K
CONC. SDWKCONC. SDWK CONC. SDWK
C O
N C S
D W
K
CONC. SDWK
CONC. SDWK
C O
N C S
D W
K C
O N
C S
D W
K
ASPH
ASPH
GUTTER
CURB &
CONC.
GUTTER
CURB &
CONC.
56471
56499
56473
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
U .S
A R
M Y E
N G
IN
E E
R C
O R
P S O
F E
G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
A P
R
IL
P N
N H
P
N O
R T
H F
O R
T H
O O
D
A D
M
IN
IS
T R
A T
IO
N B
U
IL
D
IN
G A
F O
R T H
O O
D T
X
D
C501
C501
C501
C
B/C
C501
A
C501
E
D R
IV
E W
A Y
A S
P H P
A V
E D
BUILDING
NEW ADMIN
C U
R B G
U T
T E
R
.1
20.5'
5' R
6.76'
20'
.7
10'
.5
.2
10' 6'
.3
5'5'
40.46'3
.5
5'
CU100
SCALE IN FEET
20' 20' 40'
T
N g u y e n P .E
T
N g u y e n P .E
J a m e s S ti tz e l, P .E
N=10467786.39
N=10467821.67
N=10467860.99
E=3121844.86
E=3121820.39
E=3121845.72
B U
IL
D
IN
G A
U T
IL
IT
Y P
L A
N
NOTE:
SEE SHEET C-100 FOR GENERAL NOTES
N=10467836.80
E=3121975.60
N=10467785.76
E=3121903.64
ASPHALT ROAD
112TH ST.
A S
P H
A L T R
O A
D
S T
G A
R L
A N
D
(F.F.E. 743.10)
1-STORY BUILDING
BLDG# 56481
ASPHALT ROAD
' C
O N
C . E
D G
E S
SIGN
BLDG
PARKING
A S
P H
A L T R
O A
D
56467
112TH ST.
24" RCP
18" RCP
FL=748.94
CONC. HW
FL=747.75
CONC. HW
FL=739.87
CONC. HWFL=739.78
CONC. HW
FENCE
7' CHAIN-LINK
GATE
FENCE
7' CHAIN-LINK
C O
N C S
D W
K
CONC. SDWKCONC. SDWK CONC. SDWK
C O
N C S
D W
K
CONC. SDWK
CONC. SDWK
C O
N C S
D W
K C
O N
C S
D W
K
ASPH
ASPH
GUTTER
CURB &
CONC.
GUTTER
CURB &
CONC.
56471
56499
56473
4"
FH
2"
2"
2"
G
W W
WATER VALVE
COVER: 742.28
VALVE: 737.61
HYDR
YARD
FH
W INV=738.60
N INV=738.60
E INV=738.50
TOP ELEV=745.84
SSMH TO REMAIN
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
U .S
A R
M Y E
N G
IN
E E
R C
O R
P S O
F E
G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
A P
R
IL
P N
N H
P
N O
R T
H F
O R
T H
O O
D
A D
M
IN
IS
T R
A T
IO
N B
U
IL
D
IN
G A
F O
R T H
O O
D T
X
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SERVICE LINE
NEW 2" WATER
PROVIDE 2" SERVICE VALVE
8" WATER MAIN
SERVICE LINE TO EXISTING
CONNECT NEW 2" WATER
NEW WATER METER
CO
CO
DOUBLE CLEANOUTS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
NEW 6" SS LINE
EXISTNG LINE
CONNECT TO
SERVICE LINE
NEW 2" WATER
W
TO NEW TOP ELEV 748.8
SSMH FROM 745.84
RAISE TOP OF EXISTINGS S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S
BUILDING
NEW ADMIN
FH-3AB-C-501.dgn 4/26/2019 2:22:28 PM
C-502
T
N g u y e n P .E
T
N g u y e n P .E
J a m e s S ti tz e l, P .E
B U
IL
D
IN
G A
P A
V
IN
G D
E T
A
IL
S I I
A
LABORATORY MAXIMUM DENSITY (ASTM D 1557)
4) 6" RAW SUBGRADE COMPACTED TO AT LEAST 90 PERCENT OF
STEEPER THAN 2%.
3) All SIDEWALKS SHALL NOT HAVE CROSS SLOPES
40'-0" ON CENTER WHERE WALK DOES NOT ABUT CURB.
2) PROVIDE EXPANSION JOINTS AT INTERVALS NOT EXCEEDING
EXCEED 6'-0".
SPACING OF CENTERLINE CONTRACTION JOINTS SHALL NOT
CONTRACTION JOINTS IN SIDEWALKS WIDER THAN 8'-0".
INTERVALS NOT TO EXCEED 5'-0" O.C. PROVIDE CENTERLINE
1) CONTRACTOR SHALL PROVIDE CONTRACTION JOINTS AT
NOTE:
SECTION
SIDEWALK DETAILS
N.T.S.
EXPANSION JOINTCONTRACTION JOINT
WELDED WIRE MESH
6" x 6" - W2.9 x W2.9
JOINT FILLER
PREMOLDED EXPANSION
1/8" 1/2" 1 /4
EL INTERSECTION
PLAN
SEE LAYOUT
P L
A N
S E
E L
A Y
O U
T
CONTRACTION JOINTS
IN NON-REINFORCED WALKS
REINFORCED SHADED AREA
LONGER RUN OF THE SIDEWALK
TO BE PLACED PARALLEL WITH THE
" PREMOLDED EXPANSION JOINT FILLER2
LONGER RUN OF SIDEWALK
REINFORCED WALKS
AREA IN NON-
REINFORCE SHADED
JOINT FILLER
" PREMOLDED EXPANSION2
P L
A N
S E
E L
A Y
O U
T
PLAN
SEE LAYOUT
/8 R
R
TEE INTERSECTION
N.T.S.
CURB AND GUTTER
STANDARD BARRIER TYPE CONCRETE
SLOPE IS AWAY FROM CURB
FOR USE WHEN PAVEMENT
SLOPE IS TOWARD CURB
FOR USE WHEN PAVEMENT
TOE OF GUTTER
/2
GUTTER LINE
LEVEL
#3 BARS
#3 BARS
#3 BARS
N.T.S.
CURB TERMINAL DETAIL
N.T.S.
(ELEVATION)
STEEL PLACEMENT
DETAIL FOR REINFORCING
SEE CURB AND GUTTER #3 BARS
CONTRACTION JOINT
TOP OF TOE
FACE OF CURB
TOP OF CURB GUTTER LINE
3" CLEAR
CB
INTERSECTION DETAILS
CONCRETE SIDEWALK
G
AS REQUIRED
3'-0"
-0
3' -0"
3"
4"
1'-5"7"
2 1/2"
/4
/2
/2
5 1/2" 1 1/2" BATTER
R
/2
R
/4
2'-0"
1/2"R
CONTRACTION JOINTS
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
U .S
A R
M Y E
N G
IN
E E
R C
O R
P S O
F E
G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
A P
R
IL
P N
N H
P
N O
R T
H F
O R
T H
O O
D
A D
M
IN
IS
T R
A T
IO
N B
U
IL
D
IN
G A
F O
R T H
O O
D
X
C-503
N g u y e n P .E
T
N g u y e n P .E
J a m e s S ti tz e l, P .E
B U
IL
D
IN
G A
F E
N C
E D
E T
A
IL
S
NO SCALE
16" MIN. DIA.
M
IN
M
IN
10'-0" MAXIMUM
LINE POSTS TO BE EQUALLY SPACED
10" MIN. DIA.
NO SCALE
FASTENING DETAILS
TRUSS ROD AND BAND
ROUND POST
BRACE RAIL CLAMP DETAILS
H-BEAM
TENSION BAND DETAIL
END OR GATE POST DETAIL
(T
Y P
2.25" x 1.70"
2.25" x 1.70"
2.375" O.D. 2.875" O.D.
2.25" x 1.70"
1.90" O.D.
2.25" x 1.70"
1.875" x 1.625"
3.50" x 3.50"
2.00" SQ.
2.375" O.D. 2.875" O.D.
2.50" SQ.
3.50" x 3.50"
3.00" SQ.
4.00" O.D.
1.66" O.D.
1.50" O.D.
1.625" x 1.50"
1.625" x 1.25"C-SECTION (ROLL-FORMED)
H-SECTION
TUBULAR - SQUARE
TUBULAR - ROUND
TOP, BOTTOM & BRACE RAILS
C-SECTION (ROLL-FORMED)
TUBULAR - ROUND
LINE POSTS
C-SECTION (ROLL-FORMED)
TUBULAR - SQUARE
TUBULAR - ROUND
CORNER, END & PULL POSTS
USE AND SECTION
FABRIC LESS THAN 72"
MINIMUM OUTSIDE DIMENSIONS (NOMINAL)
STEEL POST SCHEDULE
FABRIC 72" TO 96" FABRIC OVER 96"
NOTES:
FENCE LEGEND:
H-BEAM ROUND POST
LINE POST ATTACHMENTS
TOP OR BRACE RAIL ATTACHMENT
GROUNDING DETAIL
NO SCALE
NO SCALE
BRACE PANEL DETAIL
10'-0" MAX. 10'-0" MAX.
NOTE:
STRAIGHT RUNS EXCEED 500 FEET.
PROVIDE BRACE PANEL WHENEVER
10'-0" MAXIMUM
X X X X X X
XX
X XXXXXXXXXXX
X
X X X X X X
X X X X XXXXX
X X X X X X X
XXXXXX
X X X X X X
X X X X
XXXX
X X X X X X X
XXX
X X X
X X X X X
XXXXX
X X X X X
X
X
X
X
X
X X
X X
X X
X
XXX
X
X
X
NO SCALE
EXTENSION ARM DETAILS
LINE POST CORNER POST
1'-0"
45 DEGREES
1' -6 " 6"
T Y P
1' -1 0" 7.
5" (T
YP.
35 DEGREES
X X X X X
XXXXX
X X X X X
X X X X
X
XX
XXX
X X
X X X X
XXXX
X X X X
X X X X
XXXX
X X X X
X
X
X X
X
X
H-SECTION
FE6 CHAIN-LINK SECURITY FENCE DETAIL
LINE POST
TOP RAIL OR TENSION WIRE
BRACE RAIL
(TYP.)
TIE WIRES
(3/8" MIN. DIA.)
TRUSS ROD
CONCRETE BASE
OR PULL POST
CORNER, END,
TIE WIRES (TYP.)
LINE POST
GRADE
WIRE
TENSIONOF FABRIC
BOTTOM
(9 GAGE, 2" MESH)
CHAIN-LINK FABRIC
BASE
CONCRETE
(3/8" MIN. DIA.)
TRUSS ROD
BAND
TENSION
(3/8" MIN. DIA.)
TRUSS ROD
WIRE
TENSION
CARRIAGE BOLT
TENSION BAR
EACH FABRIC LINK
TENSION BAR TO ENGAGE
FABRIC
TOP AND BOTTOM OF FABRIC)
(15" O.C. MAX. AND WITHIN 4" FROM
TENSION BAND
FABRIC
(2'-0" O.C. MAX.)
9-GAGE TIE WIRES
OF FABRIC)
TOP AND BOTTOM
WITHIN 4" FROM
(15" O.C. MAX AND
TIE WIRE
OF FABRIC)
TOP AND BOTTOM
WITHIN 4" FROM
(15" O.C. MAX AND
TIE WIRE
STEEL GROUND ROD
3/4" DIA. COPPER-CLAD
OF COPPER
CLAMP-TYPE FITTING
WELD OR APPROVED
MOLDED EXOTHERMIC
COPPER WIRE
#8 AWG SOLID
FENCE POST
TRUSS ROD TRUSS ROD
LINE POSTLINE POST BRACE RAILS
RAILS
BRACE
PULL POST
TENSION WIRE
TOP RAIL OR
(TYP.)
TIE WIRES
ON EXTENSION ARMS
BARBED-WIRE APRON
RIVETED FLUSH (TYP.)
" PLAIN PIN8
RIVETED FLUSH (TYP.)
3/8" PLAIN PIN
LOCK PIN (TYP.)
WIRE (TYP.)
BARBED
F A
B R
IC
W
ID
T
H
FINAL NUMBER IS FABRIC WIDTH IN INCHES
TBR - FENCE WITH TOP AND BOTTOM RAILS
TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER
TO THE TOP OF THE FOUNDATION.
INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP
4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID
3. NOT USED.
SECURE AREA.
FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE
ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED
MANUFACTURER.
NOT INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE
SHEET
NUMBER
D ra w n b y
D e s ig n e d b y
S u b m it te d b y
S h e e t S iz e
A N
S I
D
D a te
C o n tr a c t
N o
S o li c it a ti o n N o
U .S
A R
M Y E
N G
IN
E E
R C
O R
P S O
F E
G
IN
E E
R S
F O
R T W
O R
T H D
IS
T R
IC
T
T
A Y
L O
R S
T
F O
R T W
O R
T H T
E X
A S
C h e c k e d b y
US Army Corps of
Engineers ®
A
R e v
M a rk
D e s c ri p ti o n
T ra c k in g N o
A c ti o n
D a te
E N
G
IN
E E
R
IN
G
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G B
R A
N C
H
PLOT DATE:
2 3 4 5 6 7 8 9 10
B
C
D
E
F
G
Fort Worth District
FILE PATH:
IE
F
C
IV
IL
S
E C
T
IO
N
B R
A N
T E J E
N S
E N P .E
A P
R
IL
P N
N H
P
N O
R T
H F
O R
T H
O O
D
A D
M
IN
IS
T R
A T
IO
N B
U
IL
D
IN
G A
F O
R T H
O O
D
X
| Technical Exhibit B - Drawings 11 |
| Technical Exhibit B - Drawings 12 |
| Technical Exhibit B - Drawings 13 |
| Technical Exhibit B - Drawings 14 |
| Technical Exhibit B - Drawings 15 |
| Technical Exhibit B - Drawings 16 |
| Technical Exhibit B - Drawings 17 |
| Technical Exhibit B - Drawings 18 |
| Technical Exhibit B - Drawings 19 |
| Technical Exhibit B - Drawings 20 |
File details come from the government source that posted it.