Attachment_-_Drawings_(Prosperous_Bayou_DWGs).pdf

PDF 5 MB Posted

Attached to
AR-WHITE RIVER NWR-BOAT RAMP REPLACEMENT Federal contract opportunity
Solicitation number
140FGA23R0012
Issued by
Department of the Interior Fish and Wildlife Service

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Other files for this federal contract opportunity

Other files attached to AR-WHITE RIVER NWR-BOAT RAMP REPLACEMENT, newest first.
File Type Posted
Attachment_-_White_River-Farm_Unit_Boat_Ramp_Price_Schedule_(Amendment_0002)_0002.pdf PDF
Attachment_-_Prosperous_Bayou_Price_Schedule_(Amendment_0002)_0002.pdf PDF
Sol_140FGA23R0012_Amd_0002.pdf PDF
B09_-_Revised_Solicitation_(Amendment_0002)_0002.pdf PDF
Sol_140FGA23R0012_Amd_0001.pdf PDF
Attachment_-_White_River-Farm_Unit_Boat_Ramp_Bid_Schedule_(Updated_Amendment_0001)_0001.pdf PDF
Attachment_-_Prosperous_Bayou_Bid_Schedule.pdf PDF
B08_-_Solicitation_(Sections_B-M).pdf PDF
Attachment_-_Davis_Bacon_Wage_Determination_(Desha_and_Phillips).pdf PDF
Attachment_-_Davis_Bacon_Wage_Determination_(Monroe).pdf PDF
Attachment_-_White_River-Farm_Unit_Boat_Ramp.pdf PDF
Sol_140FGA23R0012.pdf PDF
Attachment_-_Past_Performance_Questionnaire.pdf PDF
Attachment_-_Drawings_(Final_Farm_Unit_DWG)s.pdf PDF
Attachment_-_Statement_of_Work_(Final_Prosperous_Bayou_and_FU).pdf PDF
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PROSPEROUS BAYOU

BOAT LAUNCH RAMP

REPLACEMENT

DALE BUMPERS WHITE

RIVER NATIONAL

WILDLIFE REFUGE

M E N T

T

PAR

D E

N

TOF EH

I

R

E R

T

I O

DRAWING INDEX

CVR

N

DALE BUMPERS WHITE RIVER NATIONAL WILDLIFE REFUGE

ST. CHARLES, ARKANSAS

THTAEWTHT

PROSPEROUS BAYOU BOAT LAUNCH RAMP REPLACEMENT

TITLE SHEET, INDEX AND VICINITY MAP

1/22

ARKANSAS

PROJECT

LOCATION

CVR

C100 C101 C102 C103 C104

TITLE SHEET, INDEX AND VICINITY MAP

SITE SURVEY

SITE PLAN AND PROFILE

LAUNCH RAMP PLANS AND SECTIONS

LAUNCH RAMP DETAILS

BORING LOGS AND SEDIMENTATION DETAILS

RUSSELLVILLE CONWAY

SEARCY

HOT SPRINGS STUTTGART

PINE BLUFF

FAYETTEVILLE

EL DORADO

FORT

SMITH

LOCKESBURG

TEXARKANA

ST. CHARLES

ST. CHARLES

CROCKETTS BLUFF

MELLWOOD

WHITE RIVER

NATIONAL

WILDLIFE REFUGE

LOCATION MAP

N.T.S.

VICINITY MAP

N.T.S.

PROJECT

LOCATION

ST. CHARLES, ARKANSAS

WHITE RIVER

MISSISSIPPI RIVER

BID OPTION NO. 1-DRY CONSTRUCTION

UNDER THIS BID OPTION, THE BOAT LAUNCH (RAMP) AREA

WILL BE COMPLETELY DE-WATERED, AND ALL RAMP

CONCRETE WORK WILL BE CONSTRUCTED UNDER DRY

CONDITIONS. MINOR GRADING AND RIPRAP PLACEMENT MAY

BE DONE WITH NO DE-WATERING.

BID OPTION NO. 2-PARTIALLY SUBMERGED CONSTRUCTION

UNDER THIS BID OPTION, A PORTION OF THE BOAT LAUNCH

(RAMP) WILL BE REQUIRED TO BE CONSTRUCTED UNDER

DRY CONDITIONS WHILE A PORTION MAY BE CONSTRUCTED

UNDER SUBMERGED CONDITIONS AS INDICATED ON DETAILS.

WORK

ORDER #

UNITED STATES DEPARTMENT OF THE INTERIOR

FISH AND WILDLIFE SERVICE

DATE

DES. DATE

REVISIONS

SHEET

DWN. CHK. PROJ. APP.

BY

Johnson M AdamscTHE FIRM P.A.

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

108 W MARKET ST., GREENWOOD, MISSISSIPPI 38930 (662) 455-4943

Z:

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Ja n 1

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LITTLE ROCK

CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING ALL LOCAL, STATE, OR FEDERAL

PERMITS THAT MAY BE REQUIRED.

CONSTRUCTION BELOW WATER CANNOT PROCEED UNTIL

WATER LEVEL AT THE RAMP IS BELOW EL. 135.0 AT AR POST

CANAL AT LOCK 1 (NORREL). HTTPS://RIVERGAGES.MVR.

USACE.ARMY.MIL/WATERCONTROL/STATIONINFO2.CFM?SID=

NOGA4&FID=&DT=S. ELEVATION SHALL BE MONITORED AND

DETERMINED BY CONTRACTOR. CONTRACTOR SHALL

NOTIFY C.O. ONCE ELEVATION HAS BEEN ACHIEVED.

RECOMMENDED CONSTRUCTION PERIOD FROM AUGUST

1ST - OCTOBER 31ST.

#10338

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6 14

141 13

GAGE

GAGE

1+85

W E

W E

W E

W E

W E

WE WE

WE

W E

W E

Y

X

Y

X

IR PROSPEROUS 1

SET IRON ROD

X = 1551241.13 Y = 1818229.09 Z = 148.58

IR PROSPEROUS 2

SET IRON ROD

X = 1551305.46 Y = 1818157.42

Z = 147.53

0+00

1+00

2+00

3+00

3+62

SB-1

DALE BUMPERS WHITE RIVER NATIONAL WILDLIFE REFUGE

C100

THTAEWTHT

SITE SURVEY

1/22

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2, 3:3 2p m

WORK

ORDER #

UNITED STATES DEPARTMENT OF THE INTERIOR

FISH AND WILDLIFE SERVICE

DATE

DES. DATE

REVISIONS

SHEET

DWN. CHK. PROJ. APP.

BY

Johnson M AdamscTHE FIRM P.A.

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

108 W MARKET ST., GREENWOOD, MISSISSIPPI 38930 (662) 455-4943

SCALE:

SITE SURVEY

1" = 20'-0"

C100

1. SEE DRAWINGS C102 AND C103 FOR DETAILS OF BID OPTIONS.

NORTH

GENERAL NOTES

GRAPHIC SCALE

EXISTING THIS CONTRACT

SURVEY CONTROL POINT

MAJOR CONTOUR

MINOR CONTOUR

EXISTING

GRAVEL ROAD

LAUNCH RAMP

(GRAVEL & DIRT)

TREE LINE

WATERS EDGE

SOIL BORING

LEGEND

SCALE:1"=20'-0"

0 20'20' 10'

SURVEY COORDINATE DATUM

HORIZONTAL ARKANSAS SOUTH STATE NAD83

VERTICAL NAVD88

WE WE

NOTE:

EXISTING RAMP IS A GRAVEL/DIRT RAMP.

ST. CHARLES, ARKANSAS

PROSPEROUS BAYOU BOAT LAUNCH RAMP REPLACEMENT

SEE SHEET C104 FOR BORING LOG.

EXTENTS OF EXISTING RAMP IDENTIFIED BY SURVEY. EXISTING RAMP IS

THOUGHT TO BE APPROXIMATELY 70 FEET LONG.

KEYNOTES

SB-1

CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING ALL LOCAL, STATE, OR FEDERAL

PERMITS THAT MAY BE REQUIRED.

#10338

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6 14

141 13

GAGE

GAGE

2+20

1+40

WE

W E

W E

WE

WE

W E

WE

WE

W E

W E

1+40, 5' R

TOP OF RIP RAP

1+80, 12' R

TOP OF RIP RAP2+10, 15' R

TOP OF RIP RAP

2+70, 25' R

TOE OF RIP RAP

1+40, 5' L

TOP OR RIP RAP

1+95, 8' L

TOP OR RIP RAP

2+15, 8' L

TOP OR RIP RAP

2+50, 25' L

TOE OR RIP RAP

0+00

1+00

2+00

3+00

3+62

0+00 1+00 2+00 3+00 3+60

TOE OF RAMP,

ELEV. 133.00

SLOPE = 12.1%

WATER SURFACE AT TIME OF SURVEY

EXISTING GROUND PROFILE

PROFILE OF NEW RAMP

TOP OF RAMP,

ELEV. 142.7

EXCAVATE BEYOND TOE OF RAMP

DALE BUMPERS WHITE RIVER NATIONAL WILDLIFE REFUGE

C101

THTAEWTHT

SITE PLAN AND PROFILE

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WORK

ORDER #

UNITED STATES DEPARTMENT OF THE INTERIOR

FISH AND WILDLIFE SERVICE

DATE

DES. DATE

REVISIONS

SHEET

DWN. CHK. PROJ. APP.

BY

Johnson M AdamscTHE FIRM P.A.

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

108 W MARKET ST., GREENWOOD, MISSISSIPPI 38930 (662) 455-4943

SCALE:

SITE PLAN

1" = 20'-0"

C101

1. SEE DRAWINGS C102 AND C103 FOR DETAILS OF BID OPTIONS.

2. EXCESS MATERIAL FROM CONSTRUCTION ACTIVITIES SHALL BE REMOVED

FROM SITE AND DISPOSED OF ON GOVERNMENT PROPERTY AS DIRECTED

BY CONTRACTING OFFICER. DISPOSAL SITE SHALL BE WITHIN 5 MILES OF

RAMP SITE.

NORTH

GENERAL NOTES

GRAPHIC SCALE

EXISTING THIS CONTRACT

SURVEY CONTROL POINT

MAJOR CONTOUR

MINOR CONTOUR

EXISTING

GRAVEL ROAD

LAUNCH RAMP

TREE LINE

RIPRAP

CRUSHED STONE

SLOPE LINES

SILT FENCE

WATERS EDGE

TURBIDITY CURTAIN

LIMITS OF CONSTRUCTION

LEGEND

SCALE:1"=20'-0"

0 20'20' 10'

SCALE:

RAMP PROFILE

VERT. 1"=4'

C101

HORZ. 1"=20'

STATION X Y

1+40 1551433.63 1818195.06 2+20 1551508.46 1818167.75

PROVIDE 5'x27'x8" OF CRUSHED STONE AT TOP OF RAMP.

12" R90 RIPRAP, TYP. EACH SIDE. MAX SLOPE TO BE 1H TO 3V.

SILT FENCE.

PROVIDE TURBIDITY CURTAIN AROUND THE PERIMETER OF SUBMERGED

CONSTRUCTION.

CONTRACTOR SHALL PROVIDE SUFFICIENT CRUSHED STONE

AGGREGATE TO RESTORE DISTURBED AREAS OF ACCESS TO THEIR

PRE-CONSTRUCTION CONDITION

KEYNOTES

NOTE:

NO HYDROGRAPHIC DATA IS AVAILABLE

FOR THIS SITE. THE WATER SURFACE

ELEVATION AT TIME OF SURVEY ON 9/6/21

WAS 139.9.

ST. CHARLES, ARKANSAS

PROSPEROUS BAYOU BOAT LAUNCH RAMP REPLACEMENT

WE WE

CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING ALL LOCAL, STATE, OR FEDERAL

PERMITS THAT MAY BE REQUIRED.

#10338

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'-0

6" CAST IN PLACE SLAB

W/ RAKED FINISH

6 EQ SPACES @ 13.33'=80.00'

2'-0"

12" TURNDOWN, TYP,CONSTRUCTION

JOINT, TYP.

1+

2+

12" R90

RIPRAP

6" CONCRETE SLAB ON

GRADE W/ RAKED FINISH

6" CRUSHED

STONE BASE

EXISTING GROUND, ELEV. VARIES

TERMINATE GEO. FABRIC IN TRENCH WITH

MINIMUM DIMENSION OF 6"x6". BACKFILL

TRENCH WITH CRUSHED STONE

5' MIN.5' MIN.

SLOPE VARIES

1V TO 3H MAX.

SLOPE VARIES

1V TO 3H MAX.

EROSION CONTROL BLANKET

EROSION CONTROL BLANKET

10' 10'

TERMINATE GEO. FABRIC IN TRENCH

WITH MINIMUM DIMENSION OF 6"x6".

BACKFILL TRENCH WITH CRUSHED STONE

X

X

X

X

X X

NOTE:

GEO FABRIC REQUIRED UNDER ALL RIPRAP

X

X

X

X X

'-0

DRY CONSTRUCTION

6" CAST-IN PLACE SLAB

W/RAKED FINISH

2'-0"

1+

2+

ST

AT

IO

N

1+

VA

RI

ES

W

IT

H

W

AT

ER

EL

EV

AT

IO

N

SUBMERGED CONSTRUCTION

4'x17'x6" PRECAST SLABS

W/ RAKED FINISH

13 PANELS @ 4.0'=42.0'

3 EQUAL SPACES @ 12.00'=36.0'

2'-0"

6" PRECAST PANEL

W/ RAKED FINISH

18" CRUSHED STONE

12" R90

RIPRAP

SLOPE VARIES

1V TO 3H MAX. SLOPE VARIES

1V TO 3H MAX.

5' MIN.

EROSION CONTROL BLANKET, SEE NOTE 2

EROSION CONTROL

BLANKET, SEE NOTE 2

10' 10'

TERMINATE GEO. FABRIC IN TRENCH WITH

MINIMUM DIMENSION OF 6"x6". BACKFILL

TRENCH WITH CRUSHED STONE, SEE NOTE 1

TERMINATE GEO. FABRIC IN TRENCH

WITH MINIMUM DIMENSION OF 6"x6".

BACKFILL TRENCH WITH CRUSHED

STONE, SEE NOTE 1

X

X

X

X

X X

X

X

X

X X

DALE BUMPERS WHITE RIVER NATIONAL WILDLIFE REFUGE

C102

THTAEWTHT

LAUNCH RAMP PLANS AND SECTIONS

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WORK

ORDER #

UNITED STATES DEPARTMENT OF THE INTERIOR

FISH AND WILDLIFE SERVICE

DATE

DES. DATE

REVISIONS

SHEET

DWN. CHK. PROJ. APP.

BY

Johnson M AdamscTHE FIRM P.A.

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

108 W MARKET ST., GREENWOOD, MISSISSIPPI 38930 (662) 455-4943

SCALE:

BID OPTION NO. 1

PLAN OF BOAT LAUNCH RAMP

NONE

C102

9" CURB TYP. EACH SIDE1

C103

C103 PROVIDE RAKED TYP. ALONG RAMP

C103

C102

SCALE:

TYP. DRY CONSTRUCTION

BOAT LAUNCH RAMP SECTION

NONE

C102

C103

SCALE:

BID OPTION NO. 2

PLAN OF BOAT LAUNCH RAMP

NONE

C102

9" CURB TYP. 4

C102

C103 6

C103

SCALE:

TYP. SUBMERGED CONSTRUCTION

BOAT LAUNCH RAMP SECTION

NONE

C102

C103

C103

ST. CHARLES, ARKANSAS

PROSPEROUS BAYOU BOAT LAUNCH RAMP REPLACEMENT

PLAN

NORTH

PLAN

NORTH

C103

NOTE:

EROSION CONTROL BLANKET SHALL PROVIDE A TEMPORARY, BIODEGRADABLE COVER MATERIAL TO

REDUCE SLOPE AND/OR CHANNEL EROSION AND ENHANCE REVEGETATION.

BLANKET PERFORMANCE REQUIREMENTS:

C FACTOR: 0.018

SHEAR STRESS: 1.75 LB/FT²

VELOCITY: 7.0 FT/SEC

FUNCTIONAL LONGEVITY1: < 18 MONTHS

1. FUNCTIONAL LONGEVITY VARIES FROM REGION TO REGION BECAUSE OF DIFFERENCES IN

CLIMATE CONDITIONS.

C103

NOTES:

1. GEO FABRIC REQUIRED UNDER ALL RIPRAP. TERMINATE AS INDICATED IN

ABOVE WATER CONDITIONS; TERMINATION NOT REQUIRED FOR

SUBMERGED CONDITIONS.

2. EROSION CONTROL BLANKET NOT REQUIRED FOR SUBMERGED

CONDITIONS.

#10338

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3"

MAX.

3"

MAX.

6"

2 1 /2"

3"

DEFORMED DOWEL,

ONE END PAINTED

AND OILEDFORM BUTT JOINT HERE

FOR CONSTRUCTION JOINT

JOINT SEALANT

#4 @ 12" O.C., E.W.

NOTES:

1. DOWEL SHALL BE #4 DIA.x48" LONG ON 12" SPACING

C103

48", TYP.

VARIES WITH WATER ELEVATION

3"

PRECAST CONCRETE

2'-0"4'-0"1'-0"

3"

1'-0"

6" 6"

CAST IN PLACE

12"x12" RECESS, FILL

W/4000 PSI CONCRETE

AFTER CABLE CLAMPED

CAST IN PLACE SECTION AFTER

CABLES HAVE BEEN CLAMPED

58" GALV. WIRE ROPE

(2) WIRE ROPE CLAMPS

RAKE FINISH

#4 3 4" SCH 80 PVC PIPE RAKE FINISH

#4 @ 24" O.C., TYP.

(5) #4, TYP. EACH PANEL

14"x4"x4" PLATE, ASTM 36, GALV. AFTER FABRICATION14"x4"x4" PLATE, ASTM

36, GALV. AFTER

FABRICATION

3" 2"

4"

MAX.#4 BAR

#4

REMOVE WET CONCRETE

FOR LIFT POINT

6"

12", TYP.

1 12" R

NOTES:

1. 4 LIFT POINTS PER UNIT REQUIRED.

2. PRECAST SECTIONS SHALL RECEIVE MINIMUM

COMPRESSIVE STRENGTH OF 3,000 PSI PRIOR TO LIFTING.

MATCH EXISTING

GROUND SURFACE

12"R

8"

" 6"

#4 @ 12" O.C., E.W.

5'

8" CRUSHED STONE

TERMINATE W/ 6"x6"x6" TRENCH AND

BACKFILL WITH CRUSHED STONE

X X XX

SMOOTH PARABOLIC TAPER

REQUIRED AT CURB ENDS

12"

8"

2'

END OF RAMP

1"R

1"R

(2) #4 CONT.

#4 @ 12" O.C.

#4 @ 12" O.C.

#4 CONT.

15"

8"

2"

MIN

CLR

9"

1'- 9"

6"

NOTE: CURB TO BE POURED MONOLITHICALLY WITH THE RAMP SLAB.

CURB

LEAVE ROUGH AS SHOWN

NOTE:

TROWEL IN NON-SKID GROOVES @ 6" O.C. WITH 12"

MINIMUM DEPTH. USE OF TEMPLATE REQUIRED.

3/4 "x

FO

RM

ED

IN

SE

T

3/4

RAMP SLOPE

6" MIN.

58" GALV.

WIRE ROPE

(2) 5 8" GALV. WIRE

ROPE CLAMPS

14"x4"x4" GALV. PLATE

SCH 80 PVC

NOTE:

WIRE ROPE SHALL BE PULLED SNUG AND GALV. PLATE TO BE IN

CONTACT WITH CONCRETE AND CLAMPS TO BE IN CONTACT WITH

EACH OTHER PRIOR TO TIGHTENING CLAMPS.

6"

9"

1'- 3"

1"R

1"R

1"

1/8

1/2"

LIQUID JOINT SEALANT

BLOCKING MEDIA WEDGED

IN PLACE (MEDIA DIA. TO

BE JOINT DIA. + 1/8"

SCALE:

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DALE BUMPERS WHITE RIVER NATIONAL WILDLIFE REFUGE

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THTAEWTHT 1/22

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ORDER #

UNITED STATES DEPARTMENT OF THE INTERIOR

FISH AND WILDLIFE SERVICE

DATE

DES. DATE

REVISIONS

SHEET

DWN. CHK. PROJ. APP.

BY

Johnson M AdamscTHE FIRM P.A.

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

108 W MARKET ST., GREENWOOD, MISSISSIPPI 38930 (662) 455-4943

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LAUNCH RAMP DETAILS

ST. CHARLES, ARKANSAS

PROSPEROUS BAYOU BOAT LAUNCH RAMP REPLACEMENT

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#10338

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ENGINEER

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3'- 0"

MI

N.

W

ID

TH

GE

OT

EX

TI

LE

FA

BR

IC

VARIABLE

(10'-0" MAX. OR AS DIRECTED BY THE ENGINEER)

STAY WIRES (MIN. 12 12 GAGE)

WIRE FENCE

GEOTEXTILE FABRIC

LIN

E

W

IR

ES

(M

IN

. 1

2 1 2

GA

GE

GROUND LINE

TOP STRAND

(MIN. 10 GAGE)

BOTTOM STRAND

(MIN. 10 GAGE)

FRONT ELEVATION

SIDE ELEVATION

NOTES:

1. WIRE SHALL BE MINIMUM OF 32" IN WIDTH AND SHALL

HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY

SPACING.

2. GEOTEXTILE FABRIC SHALL BE A MINIMUM OF 36" IN

WIDTH AND SHALL BE FASTENED ADEQUATELY TO

THE WIRE AS DIRECTED BY THE ENGINEER.

3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND OF THE

SELF-FASTENER ANGLE STEEL TYPE. WOOD POST

SHALL BE A MINIMUM OF 5'-0" IN HEIGHT AND 3" OR

MORE IN DIAMETER. WIRE FENCE SHALL BE

FASTENED TO WOODEN POST WITH NOT LESS THAN 9

GAGE. WIRE STAPLES 1" LONG.

4. GEOTEXTILE FABRIC MEETING THE TYPE II MATERIAL

REQUIREMENTS AND INSTALLED ACCORDING TO

SPECIFICATIONS MAY BE USED WITHOUT WIRE FENCE.

15' BUFFER ZONE VARIES

WIRE FENCE

GEOTEXTILE FABRIC

2'- 2"

6"

6"

MIN.

GEOTEXTILE FABRIC IN 6"x6" TRENCH.

BACKFILL WITH SOIL AND COMPACT.

COMPACTED SOIL

FILL SLOPE

GROUND LINE

3'- 0"

2'- 0"

M

IN

STEEL OR

WOOD POST

GROUND LINE

5'

5'-

1/4" GALVANIZED CHAIN

18 OZ. NYLON REINFORCED

PVC FABRIC (300 PSI TEST)

WITH LACING GROMMETS

5/8" POLYPRO ROPE (600 LB.

BREAKING STRENGTH)

CLOSED CELL SOLID PLASTIC FOAM

FLOTATION (6" DIA. EQUIV.)(12 LBS.

PER FOOT BUOYANCY)

FLOATING TURBIDITY BARRIER

6' MAX.

5'

OR

M

OR

E

3' 8"

" M

IN

POST (OPTIONS 2"X4" OR 2 1/2"

MIN. DIA. WOOD; STEEL 1.33

LBS/FT. MIN.)

18 OZ.NYLON REINFORCED

PVC FABRIC ( 300 PSI TEST)

STAKED TURBIDITY BARRIER

LIMITS OF CONSTRUCTION

TURBIDITY

BARRIER

ST

RE

AM

O

R

TI

DA

L C

RE

EK

SHORELINE

LIMITS OF CONSTRUCTION

SHORELINE

NOTE:

TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL

CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR

ANY COMBINATION OF TYPES THAT WILL SUIT THE

CONDITIONS AND MEET EROSION CONTROL AND WATER

QUALITY REQUIREMENTS. THE BARRIER TYPE (S) WILL BE AT

THE OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS.

TURBIDITY BARRIER APPLICATIONS

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DALE BUMPERS WHITE RIVER NATIONAL WILDLIFE REFUGE

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WORK

ORDER #

UNITED STATES DEPARTMENT OF THE INTERIOR

FISH AND WILDLIFE SERVICE

DATE

DES. DATE

REVISIONS

SHEET

DWN. CHK. PROJ. APP.

BY

Johnson M AdamscTHE FIRM P.A.

ARCHITECTS/ENGINEERS PLANNING SURVEYING MANAGEMENT

108 W MARKET ST., GREENWOOD, MISSISSIPPI 38930 (662) 455-4943

ST. CHARLES, ARKANSAS

PROSPEROUS BAYOU BOAT LAUNCH RAMP REPLACEMENT

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File details come from the government source that posted it. Updated .