W912HY19B0003-Plans.pdf

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Freeport Hurricane Flood Protection Project (HFPP) in Brazoria County, Texas
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Coastal Navigation and Environmental Restoration

TOTAL

ARMY

QUALITY

e c n el le cxE fo ret n e C

F il e

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BRAZ 515-71

FREEPORT, TEXAS

HURRICANE FLOOD PROTECTION

EMERGENCY EROSION REPAIRS

W912HY19B0003SOLICITATION NO.:

SWG FILE NO.:

employment as required by ER 1110-1-8152.

individuals appear on these project documents within the scope of their of Engineers. The initials or signatures and registration designations of

This project was designed by the Galveston District of the U.S. Army Corps

CHIEF, ENGINEERING AND CONSTRUCTION DIVISION

ROBERT C. THOMAS, P.E.

Galveston, Texas

Corps of Engineers

U. S. Army Engineer District, Galveston

Office of the District Engineer

May 2019

G-002 of Engineers U.S. Army Corps

Galveston District

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SWG FILE NO. BRAZ 515-71

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W912HY19B0003

SOLICITATION NO.:

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CHECKED BY USACE REPRESENTATIVES BETWEEN 26 JUNE AND 14 AUGUST 2018.

3) ALL SURVEYS; GPS RTK, HYDROGRAPHIC, AND LIDAR, WERE COMPLETED AND

1988 FEET (NAVD 88).

2) ELEVATION ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

OF 1983 TEXAS STATE PLANE SOUTH CENTRAL US SURVEY FEET (NAD 83).

1) HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM

NOTES

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P

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A L S

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OYSTER CREEK TYPICAL ZONE 2

STA 444+30 TO 451+25

N.T.S

STA 170+00 TO 193+00

N.T.S

STA 168+00 TO 170+00

N.T.S

STA 192+00 TO 196+75

N.T.S

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

LIMIT OF EXCAVATION

N.T.S

196+75 to 198+50

EL. VARIES

EL. VARIES

EL. VARIES

EL. VARIES

EL. VARIES

EL. VARIES

EL. VARIES

EL. VARIES

EXISTING GROUND

LEGEND

RIPRAP STONE

BLANKET STONE

SEMI COMPACT FILL

EXCAVATE &

EXISTING GROUND

SEMI COMPACT FILL

EXCAVATE &

BRAZOS RIVER TYPICAL ZONE 1-B

BRAZOS RIVER TYPICAL ZONE 1-A

BRAZOS RIVER TYPICAL ZONE 1-C

BRAZOS RIVER TYPICAL ZONE 1-D

1 1

LIMIT OF EXCAVATION

VARIES

RIPRAP ZONE 1

RIPRAP ZONE 1

RIPRAP ZONE 2

ASTM C33-08 NO. 1

BEDDING STONE

ASTM C33-08 NO. 2

BEDDING STONE

ASTM C33-08 NO. 1

BEDDING STONE

ASTM C33-08 NO. 1

BEDDING STONE

ASTM C33-08 NO. 1

BEDDING STONE

RIPRAP ZONE 1

RIPRAP ZONE 1

NOTES

6. ALL RIPRAP WITHIN ZONE 2 SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.

5. ALL RIPRAP WITHIN ZONE 1-A,B,C, AND D SHALL BE IN ACCORDANCE WITH SPECIFICATIONS.

MAXIMUM STONE SIZES CAN FIT WITHIN THE CROSS SECTIONS.

4. GIVEN THE REQUIRED STONE GRADATION, A +12" TOLERANCE WILL BE ALLOWED TO ENSURE

OF THE EXISTING SLOPE.

STONE THAT MEETS THE SPECIFICATION REQUIREMENTS WITHOUT DISTURBING THE STABILITY

3. EXISTING RIPRAP ABOVE THE WATER LINE SHALL BE REMOVED AND REPLACED WITH RIPRAP

REQUIREMENTS DOWN TO EXISTING GROUND OR EXPOSED SUBGRADE.

2. MAINTAIN REQUIRED BEDDING STONE THICKNESS OF 6" OF STONE THAT MEETS SPECIFICATION

OF THE EXISTING GROUND CONDITION.

1. THE AREA NEEDS TO BE CLEARED OF VEGETATION AVOIDING OR MINIMIZING THE ALTERATION

C-103 of Engineers U.S. Army Corps

Galveston District

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W912HY19B0003

SOLICITATION NO.:

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(SEE NOTE 4)

EXISTING RIPRAP

REMOVE AND REPLACE

6.5'

2'

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EL. 0'

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EL. -8'

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C-301 of Engineers U.S. Army Corps

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C-302 of Engineers U.S. Army Corps

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C-303 of Engineers U.S. Army Corps

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EL. 0'

190+00-B

191+00-B

192+00-B

193+00-C

194+00-C

195+00-C

196+00-C

196+75-D

EL. -20'

EL. -19'

EL. 0'

EL. 0'

EL. 0'

EL. 0.5'

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EL. -15.5'

EL. + 5'

EL. + 5'

EL. + 5'

EL. + 6'

EL. + 5.5'

EL. + 6'

EL. + 4.5'

EL. + 8'

C-304 of Engineers U.S. Army Corps

Galveston District

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C h ie f, E n g in e e ri n g a n d C o n s tr u c ti o n D iv is io n

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197+00-D

197+25-D

198+00-D

198+50

(END OF CONSTRUCTION)

BOAT RAMP

EL. -0.5'

EL. -0.5'

EL. -2.5'

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EL. + 5.5'

C-305 of Engineers U.S. Army Corps

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445+50 447+50

447+00445+00

444+50 446+50

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EL. 0'

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EL. + 3.5'

EL. + 4'

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EL. + 4'

EL. + 4'

C-306 of Engineers U.S. Army Corps

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451+25449+50

449+00 451+00

448+50 450+50

450+00448+00

EL. -2'

EL. -3.5'

EL. -1'

EL. -2.5'

EL. -4'

EL. -3'

EL. -1'

EL. -3.5'

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EL. + 3'

EL. + 3'

EL. + 3'

EL. + 4.5'

EL. + 4'

EL. + 0.5'

C-307 of Engineers U.S. Army Corps

Galveston District

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D ra w n b y

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W912HY19B0003-PLANS
GENERAL
G-001 COVER SHEET
G-002 INDEX OF DRAWINGS AND CONTROL TABLES
G-003 LOCATION PLAN
CIVIL-SITE
C-101 BRAZOS RIVER PLAN
C-102 OYSTER CREEK PLAN
C-103 TYPICAL SECTIONS
C-104 BRAZOS RIVER CROSS SECTIONS STA. 168+00 TO STA. 173+00 ZONE 1
C-105 BRAZOS RIVER CROSS SECTIONS STA. 174+00 TO STA. 181+00 ZONE 1
C-106 BRAZOS RIVER CROSS SECTIONS STA. 182+00 TO STA. 189+00 ZONE 1
C-107 BRAZOS RIVER CROSS SECTIONS STA. 190+00 TO STA. 196+75 ZONE 1
C-108 BRAZOS RIVER CROSS SECTIONS STA. 197+00 TO STA. 198+50 ZONE 1
C-109 OYSTER CREEK CROSS SECTIONS STA. 444+30 TO STA. 447+50 ZONE 2
C-110 OYSTER CREEK CROSS SECTIONS STA. 448+00 TO STA. 451+25 ZONE 2
2019-05-23T12:49:13-0500
THOMAS.ROBERT.CHARLES.III.1062686924

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