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]implied, as to its accuracy, precision, etc. By use of the attached Dwg., you, the recipient, assume any and all liability and responsibility for verifying the existence, location, dimensions, properties, etc., of any boundary lines, easements, right-of-ways, or any other information therein depicted, and for the accuracy, precision, etc., of the annotations, dimensions and geometry therein shown. 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
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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.
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R. L. OSTOS ROAD
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L
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C
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( 90 FT. RIGHT OF WAY AS PER BROWNSVILLE NAVIGATION DISTRICT )
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SET 1/2" IRON ROD
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S 88°03'18" E 325.5'
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EDGE OF ASPHALT ROAD
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HIGH BANK
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FOUND 1/2" IRONROD WITH A PLASTIC ID CAP STAMPED "AMAYA"
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BUTANE TANK
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DRAINAGE DITCH
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Existing Concrete area marked Darker to be removed and replaced with 12" Concrete Slab
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EDGE OF CONC./ASPHALT
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EXISTING CALICHE AREA
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HIGH BANK
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HIGH BANK
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HIGH BANK
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C SWALE
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CLEAN OUTS
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MANHOLE W/ CONC. COLLAR
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FOUND 1/2" IRONROD WITH A PLASTIC ID CAP STAMPED "AMAYA"
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FOUND 1/2" IRONROD WITH A PLASTIC ID CAP STAMPED "AMAYA"
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FOUND 1/2" IRON ROD
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FOUND 1/2" IRONROD WITH A PLASTIC ID CAP STAMPED "AMAYA"
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POWER POLE
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1,006.85'
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MAILBOXES
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CLEAN OUTS
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OVERHEAD POWER LINE
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POWER POLE
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POWER POLE W/ ELECTRICAL TRANSFORMER
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OVERHEAD POWER LINE
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TOE LINE
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TOE LINE
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SLOPE
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S 88°03'18" E 1807.15'
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SLOPE
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HIGH BANK
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Metal Guard Post and Tree to be removed and hauled
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T.B.M
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FOUND " " CUT ON CONCRETE CULVERT (SAFETY END TREATED) (ELEV. 10.33 AS PER SURVEY FROM PORT OF BROWNSVILLE "M & M MOORING COMPANY" 0.25 ACRE TRACT
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41.5'
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FOUND 1/2" IRON ROD
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M & M MOORING COMPANY 0.38 ACRE TRACT
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TAQUERIA SYLOS 0.181 ACRE TRACT
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FLOOD ZONE "X" (SHADING)
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CONC. CURB
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686.85'
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NORTHWEST CORNER OF BROWNSVILLE GULFSIDE WAREHOUSE, INC. 34.98 ACRE LESSE
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Found Deteriorated Iron Pipe
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INSTALL 18"x diameter dowels with 58 diameter dowels with grease and wrapping at 12" O.C.
10
0.0
'
Drain Ditch
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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.