port of brownsville
TRANSCRIPT
BROWNSVILLE NAVIGATION DISTRICT
1000 CAPT. D.L. FOUST ROAD
PHONE (956) 831-4592 1-800-378-5395
BROWNSVILLE, TEXAS 78521
FAX (956) 831-6153
EMAIL [email protected]
im
plied, as to its accuracy, precision, etc. B
y use of the attached D
wg., you, the recipient, assum
e any and all liability and responsibility
for verifying the existence, location, dim
ensions, properties, etc., of any boundary lines, easem
ents, right-of-w
ays, or any other
inform
ation therein depicted, and for the accuracy, precision, etc., of the annotations, dim
ensions and geom
etry therein show
n.
PORT OF BROWNSVILLE
1. COVER SHEET
2. ENTRANCE DRIVEWAY PLAN
3. ENTRANCE DRIVEWAY PROFILE
4. HEAD WALL DETAILS
5. STAGING AREA PROFILE
6. MAILBOX RELOCATION
7. MAILBOX DETAILS
LOCATION MAP
PROJECT INFORMATION
SITE
VICINITY MAP
SCALE= NTS
OSTOS ROAD TRUCK STAGING ENTRANCE DRIVEWAY
36.6
R
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R
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2.0'
3.6'
W
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R
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.
5
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.
0
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R
=
2
1
4
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R
=
2
8
9
.0
3-36" R.C.P. Culvert Cl. V
152 L. F. Each
Conc. HDWL
(See detail)
Conc. HDWL
(See detail)
C
o
n
c
r
e
t
e
S
la
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Existing 12" PVC
Sanitary Sewer
SS
SS
SS
SS
S
SS
SS
36.9
W
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40 40
IN FEET
GRAPHIC SCALE
080
BROWNSVILLE NAVIGATION DISTRICT
1000 CAPT. D.L. FOUST ROAD
PHONE (956) 831-4592 1-800-378-5395
BROWNSVILLE, TEXAS 78521
FAX (956) 831-6153
EMAIL [email protected]
im
plied, as to its accuracy, precision, etc. B
y use of the attached D
wg., you, the recipient, assum
e any and all liability and responsibility
for verifying the existence, location, dim
ensions, properties, etc., of any boundary lines, easem
ents, right-of-w
ays, or any other
inform
ation therein depicted, and for the accuracy, precision, etc., of the annotations, dim
ensions and geom
etry therein show
n.
10
0.0
'
Drain Ditch
Ed
ge
o
f A
sp
ha
lt
10'
20'
0'
0.0
20
.0
'
40
.0
'
60
.0
'
80
.0
'
1
1
.
6
0
1
1
.
0
0
1
3
.
0
0
1
5
.
5
0
1
7
.
0
0
1
9
.
0
0
3
.
4
0
3
.
4
0
Tru
ck S
ta
gin
g A
re
a
N.
Bo
un
da
ry L
in
e
20
0.0
'
12
0.0
'
14
0.0
'
16
0.0
'
18
0.0
'
1
4
.
5
0
1
7
.
0
0
1
8
.
5
0
2
0
.
5
0
PROPOSED ELEVATION
EXISTING ELEVATION
11.80
11.60
Ostos Rd.
Drain Ditch
11.00
12.50
17.00
13.00
15.50
Exist.
Elev.
Prop. Elev.
Prop.
Elev.
Exist. Elev.Exist. Elev.
14.50
C
L
North
High B
ank
Staging A
rea
N.
Boundary
High B
ank
South
40.0'88.0' 41.5' 25.0'
18.50
Select Fill
36"Ø RCP, Class V
Edge of
Asphalt
2.0% Min.
2.0% Min.
VARIES
REINFORCED CONC. PAVEMENT (12") with fibermesh at 1.5 lbs. per c.y.; min. 5,000 PSI compressive strength at 28 days. Slump 4-6 inches. All exposed concrete surfaces shall be treated with curing compound resin in base ASTM 309 with pigmented tint of Fugitice Dye. Bonding Agent shall be used where necessary.
1'1'
TYPICAL SECTION
PROPOSED CONCRETE PAVEMENT
#6 Bars @ 12" ctrs. each way, 2 mats
LIMESTONE BASE, TY. A, GRADE 1, IN PLACE
(6") Compacted to at least
98% Std. Proctor Density.
12"
PGL
SHLDR
SHLDR
m
in
. 1
0
:1
m
a
x
. 6
:1
m
in
. 1
0
:1
m
a
x
. 6
:1
SUBGRADE w/ TRIAXIAL GEOGRID REINFORCEMENT
(8") compacted to 95% Std. Proctor Density.
A
A
B
B
A-A
20.0'
For Detail B-B
See Page 2
MA
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BROWNSVILLE NAVIGATION DISTRICT
ENGINEERING DEPARTMENT
PHONE (956) 831-4592 1-800-378-5395
BROWNSVILLE, TEXAS 78521
FAX (956) 831-6153
EMAIL [email protected]
OC
T. 2
01
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AS
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OF 7
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IN FEET
GRAPHIC SCALE
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SHEET
3
12"12"
30°
8"
6"
14'-4"
3
6
"
8"
4'
4"
6"
1'
1'-6"
6"
6" 1'
1'
8"
SIDE VIEWFRONT VIEW
TOP VIEW
3
6
"
3
6
"
20'-1
1
4
"
3"
6'-0"
6"
A A
CROSS
SECTION A-A
Bars B
Bars C
Bars #5
Bars #4
Bars V
Bars #4
Bars C
Bars #4
Bars #4
Bars B
Bars #5
Bars #5
2"
8"
2"
Varies from
min. 9" to max.4'-5"
1'-6"
Varies from
min. 9" to max.6'-4"
1'-2"
1'-0"
30°
6"3"
4"
Bars C Bars VBars B
Bars #4
Bars #4
NOTES:
ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4".
ALL PIPES SHALL BE REINFORCED CONCRETE CLASS V, 7,000 PSI (BY OTHERS).
REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE OUTSIDE LAYER OF BARS 2" FROM THE SURFACE OF THE CONCRETE.
ALL REINFORCING STEEL SHALL BE GRADE 60.
ALL CONCRETE SHALL BE CLASS "C" AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.
NO BRIDGE RAILS OF ANY TYPE MAY BE MOUNTED DIRECTLY TO THESE CULVERT HEADWALLS.
Const.
Joint
BROWNSVILLE NAVIGATION DISTRICT
ENGINEERING DEPARTMENT
PHONE (956) 831-4592 1-800-378-5395
BROWNSVILLE, TEXAS 78521
FAX (956) 831-6153
EMAIL [email protected]
ST
AG
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. 24, 2019
CH
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N.T
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FILE
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This D
raw
ing is being provided to you by the B
ND
for inform
ation purposes only, and the B
ND
m
akes no
warranty, either expressed or im
plied, as to its accuracy, precision, etc. B
y use of the attached D
wg., you,
the recipient, assum
e any and all liability and responsibility for verifying the existence, location, dim
ensions,
properties, etc., of any boundary lines, easem
ents, rights-of-w
ays, or any other inform
ation therein depicted,
and for the accuracy, precision, etc., of the annotations, dim
ensions and geom
etry therein show
n.
P. E
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SHEET
4
70
0.0
'
20'
30'
10'
20
0.0
'
30
0.0
'
40
0.0
'
50
0.0
'
60
0.0
'
80
0.0
'
90
0.0
'
1,0
00
.0
'
PROPOSED ELEVATION
EXISTING ELEVATION
1
7
.
0
0
1
9
.
0
0
2
1
.
0
0
2
2
.
3
0
2
2
.
9
0
2
4
.
3
0
2
4
.
4
0
2
4
.
0
0
2
3
.
2
0
2
2
.
8
0
1
8
.
5
0
2
0
.
5
0
2
2
.
5
0
2
3
.
8
0
2
4
.
4
0
2
5
.
8
0
2
5
.
9
0
2
5
.
5
0
2
4
.
7
0
2
4
.
3
0
Exist. Elev.
18.50
20.0' 60' 100' 100' 100' 100' 100' 100' 34'
17.00
MA
TC
HL
IN
E "A
"
20.50
22.50
23.80
24.40
25.8025.90
25.50
24.70
24.30
19.00
21.00
22.30
22.90
24.3024.40
24.00
23.20
22.80
Prop.
Elev.
B
B
325.50'
TYPICAL SECTION
PROPOSED LIMESTONE PAVEMENT
FL BS (COMP IN PLC)
(9") Compacted to at least
(TY A GR 1)(FNAL POS)
98% Proctor Density.
18"
PGL
SUBGRADE w/ TRIAXIAL
Proctor Density.
GEOGRID REINFORCEMENT
(6") compacted to 95% Std.
B-B
9"
TRIAXIAL GEOGRID
REINFORCEMENT
DR
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N B
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BROWNSVILLE NAVIGATION DISTRICT
ENGINEERING DEPARTMENT
PHONE (956) 831-4592 1-800-378-5395
BROWNSVILLE, TEXAS 78521
FAX (956) 831-6153
EMAIL [email protected]
N.T
.S
.
OF 7
W
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B
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OC
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Harbormaster Building Parking Lot
R
em
ove E
xis
ting
Bollard
Prop. 26'x5'
Conc. Slab
For Mailboxes
Prop. A
sphalt
Driveway
Harb
orm
aste
r R
d.
Windhaus R
oad
Pro
p. M
ailboxes
R
=
5
.
0
'
R
=
5
.
0
'
R
=
3
0
.
0
'
R
=
3
0
.
0
'
R
=
1
5
.
0
'
R
=
3
.0
'
(See Detail on Sheet 7)
NOTE:
1. Any interfering vegetation shall be removed
prior to construction.
Harborside R
d.
AB
D E F
C
G
15.0
BRASS PLATE
MSL=15.94
Harbormaster Building
W
S
B
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N
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20 20
IN FEET
GRAPHIC SCALE
040
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OF 7
BROWNSVILLE NAVIGATION DISTRICT
1000 CAPT. D.L. FOUST ROAD
PHONE (956) 831-4592 1-800-378-5395
BROWNSVILLE, TEXAS 78521
FAX (956) 831-6153
EMAIL [email protected]
This D
raw
ing is being provided to you by the B
ND
for inform
ation purposes only, and the B
ND
m
akes no w
arranty, either expressed or
im
plied, as to its accuracy, precision, etc. B
y use of the attached D
wg., you, the recipient, assum
e any and all liability and responsibility
for verifying the existence, location, dim
ensions, properties, etc., of any boundary lines, easem
ents, right-of-w
ays, or any other
inform
ation therein depicted, and for the accuracy, precision, etc., of the annotations, dim
ensions and geom
etry therein show
n.
A. C
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SHEET
6
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