B.08._W912EE25B0001 DRAWINGS.pdf

PDF 19 MB Posted Nov 15, 2024

Attached to: Chicot County, AR, HWY 82 Weir, FC/MR&T, Boeuf River Basin, Boeuf River
Solicitation number: W912EE25B0001
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

About this file

Written by GovTribe AI · Nov 15, 2024

This document is a federal solicitation for the construction of a weir structure in Chicot County, Arkansas. The project includes clearing and grubbing, excavation, spoil bank fill, miscellaneous items, control of water, sheet pile, stone protection, lime treatment, erosion control, and storm water pollution prevention. The estimated contract value is between $1,000,000 and $5,000,000, with a 165-calendar-day period of performance. The solicitation will be issued as an Invitation for Bid (IFB) under NAICS code 237990, and it is set aside for Service-Disabled Veteran-Owned Small Businesses. The solicitation will be available electronically on the System for Award Management (SAM) website, and all contractors must be registered in SAM to receive the contract award. Technical inquiries are to be submitted via the ProjNet system.

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Other files

File	Type	Posted
C.04._Official Bid Abstract_25B0001.pdf	PDF	Dec 18, 2024
B.08.a._W912EE25B0001-0001 AMT 1.pdf	PDF	Dec 11, 2024
B.08.a._W912EE25B0001-0001 SPECS.pdf	PDF	Dec 11, 2024
B.08._W912EE25B0001_HWY 82 Weir.pdf	PDF	Nov 15, 2024

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G-001

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US Army Corps of Engineers

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ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

W912EE-25-X-XXXX

NOVEMBER 2024

W912EE-25-B-0001

CHICOT COUNTY, ARKANSAS

HWY 82 WEIR

FC/MR&T, BOEUF RIVER BASIN

BOEUF RIVER

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction DivisionP:

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PROJECT LOCATION

A1 PROJECT LOCATION

SCALE: 1''= 20 MILES

INDEX TO DRAWINGS

Sheet

Number Sheet Title

G-001 COVER SHEET

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

G-401 GENERAL SITE LOCATION MAP

G-402 GENERAL SITE LOCATION MAP

G-403 AERIAL PHOTOGRAPH - HWY 82 WEIR

B-001 GEOTECHNICAL GENERAL NOTES AND LEGEND

B-201 BORING PROFILE - BOE-1-23U

C-101 EXISTING SITE PLAN - HWY 82 WEIR

C-102 FINISHED SITE PLAN - HWY 82 WEIR

C-201 STRUCTURE PROFILE AND TYPICAL SECTIONS - HWY 82 WEIR

C-301 CROSS SECTIONS - STA. 0+00 - STA. 0+70

C-302 CROSS SECTIONS - STA. 0+80 - STA. 1+50

C-303 CROSS SECTIONS - STA. 1+60 - STA. 2+30

C-304 CROSS SECTIONS - STA. 2+40 - STA. 3+10

C-305 CROSS SECTIONS - STA. 3+20 - STA. 3+60

C-501 STORMWATER POLLUTION AND PREVENTION PLAN DETAILS

S-501 SHEET PILE DETAILS

Miles 0 20 40

AutoCAD SHX Text Pine Bluff

AutoCAD SHX Text Malvern

AutoCAD SHX Text Hot Springs

AutoCAD SHX Text Fordyce

AutoCAD SHX Text Murfreesboro

AutoCAD SHX Text Arkadelphia

AutoCAD SHX Text Prescott

AutoCAD SHX Text Hope

AutoCAD SHX Text Camden

AutoCAD SHX Text Hampton

AutoCAD SHX Text Arkansas City

AutoCAD SHX Text Lake Village

AutoCAD SHX Text Eudora

AutoCAD SHX Text Crossett

AutoCAD SHX Text El Dorado

AutoCAD SHX Text Homer

AutoCAD SHX Text Ruston

AutoCAD SHX Text Monroe

AutoCAD SHX Text Bastrop

AutoCAD SHX Text Farmerville

AutoCAD SHX Text Delhi

AutoCAD SHX Text Tallulah

AutoCAD SHX Text Natchez

AutoCAD SHX Text Vidalia

AutoCAD SHX Text Jonesville

AutoCAD SHX Text Winnfield

AutoCAD SHX Text Lake Providence

AutoCAD SHX Text A R K A N S A S

AutoCAD SHX Text M O N T G O M E R Y

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AutoCAD SHX Text Bayou

AutoCAD SHX Text Indianola

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AutoCAD SHX Text T I P P A H

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AutoCAD SHX Text P O N O T O C

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AutoCAD SHX Text Q U I T M A N

AutoCAD SHX Text S U N F L O W E R

AutoCAD SHX Text T A L L A H A T C H I E

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AutoCAD SHX Text C A L H O U N

AutoCAD SHX Text C H I C K A S A W

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AutoCAD SHX Text M O N T G O M E R Y

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AutoCAD SHX Text L E F L O R E

AutoCAD SHX Text C A R R O L L

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AutoCAD SHX Text Y A Z O O

AutoCAD SHX Text B O L I V A R

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AutoCAD SHX Text Holly Springs

AutoCAD SHX Text Big

AutoCAD SHX Text Black

AutoCAD SHX Text River

AutoCAD SHX Text Big

AutoCAD SHX Text Bywy

AutoCAD SHX Text Ditch

AutoCAD SHX Text Yockanookany

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AutoCAD SHX Text Lobutcha

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AutoCAD SHX Text Ross Barnett Reservoir

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AutoCAD SHX Text Eupora

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AutoCAD SHX Text Durant

AutoCAD SHX Text Kosciusko

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AutoCAD SHX Text Canton

AutoCAD SHX Text Forest

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AutoCAD SHX Text Mendenhall

AutoCAD SHX Text Crystal Springs

AutoCAD SHX Text Brookhaven

AutoCAD SHX Text McComb

AutoCAD SHX Text Tylertown

AutoCAD SHX Text Bogalusa

AutoCAD SHX Text Franklinton

AutoCAD SHX Text Columbia

AutoCAD SHX Text Picayune

AutoCAD SHX Text Woodville

AutoCAD SHX Text Fayette

AutoCAD SHX Text Port Gibson

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AutoCAD SHX Text Abandoned Lock & Dam

AutoCAD SHX Text 22.2_

AutoCAD SHX Text 69.4_

AutoCAD SHX Text 12.5_

AutoCAD SHX Text Dawson

AutoCAD SHX Text B

AutoCAD SHX Text 17.5_

AutoCAD SHX Text 4.2__

AutoCAD SHX Text 2.5__

AutoCAD SHX Text 7.8__

AutoCAD SHX Text

LOUISIANA

AutoCAD SHX Text

ARKANSAS

AutoCAD SHX Text

TENNESSEE

AutoCAD SHX Text

MISSISSIPPI

AutoCAD SHX Text

TEXAS

AutoCAD SHX Text McKinney

AutoCAD SHX Text B

AutoCAD SHX Text Lafourche

AutoCAD SHX Text Garland City

AutoCAD SHX Text Mathews Brake

AutoCAD SHX Text Alligator-Catfish

AutoCAD SHX Text Bayous

AutoCAD SHX Text Bayou

AutoCAD SHX Text Big

AutoCAD SHX Text Choctaw

AutoCAD SHX Text Bayou

AutoCAD SHX Text Boeuf

AutoCAD SHX Text L

AutoCAD SHX Text Staulkinghead Creek

AutoCAD SHX Text Little

AutoCAD SHX Text River

AutoCAD SHX Text Pearl

AutoCAD SHX Text West

AutoCAD SHX Text River

AutoCAD SHX Text Pearl

AutoCAD SHX Text River

AutoCAD SHX Text Tunica Lake

AutoCAD SHX Text Lake Chicot

AutoCAD SHX Text Lake Providence

AutoCAD SHX Text Cocodrie Pumping Plant

AutoCAD SHX Text Flood Wall

AutoCAD SHX Text Eagle Lake

AutoCAD SHX Text Lake Mary

AutoCAD SHX Text Lake Iatt

AutoCAD SHX Text Saline Lake

AutoCAD SHX Text Clear Lake

AutoCAD SHX Text Lake Bistineau

AutoCAD SHX Text D'Arbonne Lake

AutoCAD SHX Text Lake Claiborne

AutoCAD SHX Text Badcau Lake

AutoCAD SHX Text Cypress Bayou Reservoir

AutoCAD SHX Text Cross Lake

AutoCAD SHX Text Corney Lake

AutoCAD SHX Text Lake Erling

AutoCAD SHX Text Black Bayou Lake

AutoCAD SHX Text Black Lake

AutoCAD SHX Text L O U I S I A N A

AutoCAD SHX Text Bayou

AutoCAD SHX Text Sara

AutoCAD SHX Text Thompson

AutoCAD SHX Text Cr

AutoCAD SHX Text River

AutoCAD SHX Text Amite

AutoCAD SHX Text Wallace

AutoCAD SHX Text Bayou

AutoCAD SHX Text Rigolette

AutoCAD SHX Text 0.0_

AutoCAD SHX Text 33.3__

AutoCAD SHX Text 0.0_

AutoCAD SHX Text 210.5

AutoCAD SHX Text Canal

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text Ext.

AutoCAD SHX Text 50.2_

AutoCAD SHX Text 0.0____

AutoCAD SHX Text 33.4_

AutoCAD SHX Text 0.0

AutoCAD SHX Text Canal

AutoCAD SHX Text No.

AutoCAD SHX Text

AutoCAD SHX Text Ext.

AutoCAD SHX Text 11.3____

AutoCAD SHX Text 0.0_

AutoCAD SHX Text Bayou

AutoCAD SHX Text Rapides

AutoCAD SHX Text 35.0____

AutoCAD SHX Text 4.8____

AutoCAD SHX Text White

AutoCAD SHX Text River

AutoCAD SHX Text David

AutoCAD SHX Text Burrell

AutoCAD SHX Text Bayou

AutoCAD SHX Text 23.2__

AutoCAD SHX Text Old

AutoCAD SHX Text Bayou

AutoCAD SHX Text Bobo

AutoCAD SHX Text 14.9__

AutoCAD SHX Text R

AutoCAD SHX Text Tallahatchie

AutoCAD SHX Text Little

AutoCAD SHX Text Deep

AutoCAD SHX Text B

AutoCAD SHX Text Tucker

AutoCAD SHX Text B

AutoCAD SHX Text 32.50

AutoCAD SHX Text Bayou

AutoCAD SHX Text 35.0____

AutoCAD SHX Text Bayou

AutoCAD SHX Text Meto

AutoCAD SHX Text Big

AutoCAD SHX Text Meto

AutoCAD SHX Text Bayou

HWY 82 WEIR

G-401

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 GENERAL SITE LOCATION MAP

SCALE: 1"=5 MI

Miles 0 5 10

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

G -4

C op y.

dw g 8:

30' ROW

LAT.=N033° 18' 36.60"

LONG.=W091° 21' 53.56"

HWY 82 WEIR

LAT.=N033° 18' 11.08"

LONG.=W091° 21' 52.33"

30' ROW

LAT.=N033° 18' 34.08"

LONG.=W091° 22' 16.10"

A1 GENERAL SITE LOCATION MAP

SCALE: 1"=1000" G-402

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

G -4

.d w g

/1 5/

Feet 0 1000 2000

30' ROW

ROW LIMITS

HWY 82 WEIR

30' ROW

RIGHT OF WAY LIMITS

G-403

H H

W Y

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 AERIAL PHOTOGRAPH - HWY 82 WEIR

SCALE: 1"=200'

NOTES:

LEGEND:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN SEPTEMBER

2023.

2. ARKANSAS STATE PLANE COORDINATES SOUTH ZONE (2011) NAVD83

(2017). ELEVATIONS IN FEET, NAVD88.

Feet 0 200 400

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

G -4

.d w g

/1 5/

B-001

H N

N O

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

B-

dw g 8:

Denotes location of consolidation test **

Denotes location of consolidated - drained direct shear test **

Denotes location of consolidated - undrained triaxial compression test **

Denotes location of unconsolidated - undrained triaxial compression test **

Denotes location of vane shear test **

Denotes location of sample subjected to consolidation test and each of the above three types of shear test **

FIGURES TO LEFT OF BORING UNDER COLUMNS "LL" AND "PL"

Denotes free waterFW

Are liquid limits and plastic limits, respectfully

Where underlined with a solid line denotes laboratory permeability in centimeters per second of undisturbed sample

Where underlined with a dashed line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio

(Liquid Limit < 50)

(Liquid Limit > 50)

M or e th an h al f o f c oa rs e fra ct io n is la rg er th an

Amount of Fines)

(Little or No Fines)

(Little or No Fines) M or e th an h al f o f m at er ia l i s la rg er th an

N o.

s ie ve s iz e

When underlined denotes D size in mm *

M or e th an h al f o f c oa rs e

N o.

si ev e si ze fra ct io n is s m al le r t ha n N o.

s ie ve s iz e.

N o.

si ev e si ze M or e th an h al f o f t he m at er ia l i s sm al le r t ha n

In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler (1 38 " I.D., 2" O. D.) and a 140 lb. driving hammer with a 30" drop

* The D size of a soil is the grain diameter in millimeters of which 10% of the soil is finer, and 90% coarser than D .

** Results of these test are available for inspection in the U.S. Army Engineer District Office, if these symbols appear beside the boring logs on the drawings.

< 250

> 4000

FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "

NOTES:

Are natural water contents in percent dry weight

GRAVEL,Well Graded, gravel-sand mixtures, little or no fines

GRAVEL,Poorly Graded, gravel-sand mixtures, little or no fines

SILTY GRAVEL,gravel-sand-silt mixtures

CLAYEY GRAVEL, gravel-sand-clay mixtures

SAND, Well-Graded, gravely sands

SAND, Poorly-Graded, gravely sands

TYPICAL NAMES

UNIFIED SOIL CLASSIFICATION

SYMBOLS TO LEFT OF BORING

Ground - water surface and date observed

FIGURES TO RIGHT OF BORING

Are values of cohesion in lbs./sq. ft from unconfined compression test

SILTY SAND, sand-silt mixtures

CLAYEY SAND, sand-clay mixtures

SILT & very fine sand, silty or clayey fine sand or clayey silt with slight plasticity

LEAN CLAY; Sandy Clay; Silty Clay; of low to medium plasticity

ORGANIC SILTS and organic silty clays of low plasticity

SILT, fine sandy or silty soil with high plasticity

FAT CLAY, Inorganic clay of high plasticity

ORGANIC CLAYS of medium to high plasticity, organic silts

PEAT, and other highly organic soil

WOOD

Pt Wd

DESCRIPTIVE SYMBOLS

SYM

BOL

LETTER

SYMBOL

CLEAN

GRAVEL

CLEAN

SAND

SANDS

WITH FINES

SILTS AND

CLAYS

SILTS AND

HIGHLY ORGANIC SOILS

WOOD

NO SAMPLE

G R

E D

S O

C O

A R

S E

R A

D S

G R

A V

S A

N D

MAJOR DIVISION TYPE

GRAVEL

WITH FINES

(Appreciable

(Appreciable Amount of

Fines)

NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols

A comma will be used between modification symbols. Example. So,Gr,w/SIS,(CH)

CLAYS

CONSISTENCY

FOR COHESIVE SOILS

COLOR MODIFICATIONS MODIFICATIONS

GENERAL NOTES

10 10

0 20 40 60 80

"U " L

INE

"A" L

INE

CL - ML OL

L. L. - LIQUID LIMIT

PLASTICITY CHART

For classification of fine - grained soils

P . I

CONSISTENCY

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

SYMBOLCOHESION IN LBS./SQ. FT. FROM

UNCONFINED COMPRESSION TEST

vSo

St vSt

2000 - 4000 1000 - 2000 500 - 1000 250 - 500

SYMBOLCOLOR

lGr dGr

Br lBr dBr br Gr gy Br gn Gr gy Gn

Bl Bl Gn

Wh rd

Mot

SSIS

SISS

D vD

Tr-

C cc rt lg sh sds slf

SIS

Veg

MODIFICATION SYMBOLMODIFICATION

Sandy Silt strata

Silty Sand strata

With

Dense

Very Dense

Traces

Fine

Medium

Coarse

Concretions

Rootlets

Lignite fragments

Shale fragments

Sandstone fragments

Shell fragments

Organic matter

Clay strata or lenses

Silt strata or lenses

Sand strata or lenses

Sandy

Gravely

Boulders

Slickensides

Wood

Oxidized

Crumbly

Loose

Vegetation

REDDISH

MOTTLED

WHITE

BLUE - GREEN

BLUE

GREEN

GRAYISH - GREEN

GREENISH - GRAY

GRAYISH - BROWN

BROWNISH - GRAY

DARK BROWN

LIGHT BROWN

BROWN

DARK GRAY

LIGHT GRAY

GRAY

BLACK

RED

YELLOW

TAN

COLOR

SYMBOL

1. While the borings are representative of subsurface conditions at their respective locations and for their respective vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and, if encountered, such variations will not be considered as differing materially within the purview of the Contract Clause DIFFERING SITE CONDITIONS.

2. Ground water elevations shown on the boring logs represent ground water surfaces encountered in such borings on the dates shown. Absence of water surface data on certain borings indicates that no ground water data are available from the boring but does not necessarily mean that ground water will not be encountered at the locations or within the vertical reaches of such borings.

3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual examination and is approximate, except within those vertical reaches of the borings where shear strengths from unconfined compression test are shown.

4. The detailed explanation of the Unified Soil Classification System is presented in ASTM D 2487, (2017) Classification of Soils for Engineering Purposes.

BOE-1-23U

Easting: 1506546.676 Northing: 1544853.772 Ground Level: 117.600

SM47

USCSN-ValuePIPLLL

63 26 37

312051

75 29 46

231942

222042

B-201

P R

E- 1-

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 BORING PROFILE - BOE-1-23U

NOT TO SCALE

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

B-

dw g 8:

NOTES:

1. BORING LOCATION IS LOCATED ON SHEET C-101.

BOE-1-23U

NORTHING: 1544853.77

EASTING: 1506546.68

ELEV: 117.60'

82-2

EASTING: 154054.62

NORTHING: 1506813.85

ELEV: 116.47

F R

WOODS

CULTIVATED FIELD

°1 3'

N89°37'25"E

579.61'

ROW

N= 1544735.17 E= 1506790.64

ROW

N= 1544323.20 E= 1506185.51

ROW

N= 1544327.01 E= 1506765.11

30' ROW

ROW

N= 1544541.85 E= 1506161.67

ROW

N= 1544541.45 E= 1505961.47

ROW

N= 1544721.64 E= 1505808.90

30' ROW

N89°53'13"E

200.20'

S49°24'54"E 198.55'

ROW

82-3

EASTING: 1544406.98

NORTHING: 1506749.43

ELEV: 116.82

°3 4'

N89°12'38"E

981.84'

N01°59'57"W 51.05'

RIGHT OF WAY LIMITS

BORING LOCATION

IRON ROD LOCATION

C-101

G S

H W

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 EXISITNG SITE PLAN - HWY 82 WEIR

SCALE: 1"=200'

NOTES:

LEGEND:

REFERENCES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN SEPTEMBER

2023.

2. ARKANSAS STATE PLANE COORDINATES SOUTH ZONE (2011) NAVD83

(2017). ELEVATIONS IN FEET, NAVD88.

3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF ALL

STOCKPILES, NEWLY CONSTRUCTED SPOIL BANKS, AND EXPOSED CUT

AREAS TO PREVENT SEDIMENT FROM ENTERING THE CREEK. SEE

SHEET C-501 FOR MORE DETAILS.

4. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN.

1. FOR STORM WATER POLLUTION PREVENTION PLAN -

TYPICAL DETAILS, SEE SHEET C-501.

Feet 0 100 200

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

C -1

.d w g

/1 5/

1V:3H

1V:2H

1V :2H

1V:3H

1V :3H

1V:3H

1V:2H

1V:3H

1V :3H

1V:3H

1V:2H 1V :2H

ROW LIMITS

R O

W L

ROW LIMITS

' R

O W

R O

W L

0' T

O N

F R

O M

G C

0' T

O N

T O

G C

.0 0'

.0 0'10

.0 0'

STA. 0+00

N= 1544712.36 E= 1506456.02

STA. 3+60

N= 1544353.46 E= 1506484.17

SHEET PILE

N= 1544549.22 E= 1506360.06

SHEET PILE

N= 1544566.20 E= 1506573.00

FILL TO EL. 114.00'

C/L SHEET PILE

C/L STRUCTURE

LIMITS OF R-650 RIPRAP (TYP.)

SPOIL BANK

20.00'

250.00'

13013

95 10

105 11 0 11

0 90 95 10

5 11

RIPRAP

FILL

C-102

H W

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 FINISHED SITE PLAN - HWY 82 WEIR

SCALE: 1"=30'

NOTES:

LEGEND:

REFERENCES:

1. EXISTING GROUND SURVEY DATA WAS COLLECTED IN SEPTEMBER

2023.

2. ARKANSAS STATE PLANE COORDINATES SOUTH ZONE (2011) NAVD83

(2017). ELEVATIONS IN FEET, NAVD88.

3. SILT FENCES SHALL BE CONSTRUCTED ON THE DOWNHILL SIDE OF ALL

STOCKPILES, NEWLY CONSTRUCTED SPOIL BANKS, AND EXPOSED CUT

AREAS TO PREVENT SEDIMENT FROM ENTERING THE CREEK. SEE

SHEET C-501 FOR MORE DETAILS.

4. CLEARING AND GRUBBING SHALL BE LIMITED TO THE ABSOLUTE

MINIMUM NECESSARY FOR CONSTRUCTION OF THE WORK.

5. ALL FILL AND BACKFILL SHALL RECEIVE LIME TREATMENT EXCEPT

AREAS THAT RECEIVE RIPRAP.

6. SHEET PILE TO BE PZ-27.

7. GENERAL SITE AREA SHALL BE SLOPED TO DRAIN.

1. FOR CENTERLINE PROFILE ALONG STRUCTURE, SEE

SHEET C-201.

2. FOR STORM WATER POLLUTION PREVENTION PLAN -

TYPICAL DETAILS, SEE SHEET C-501.

Feet 0 30 60

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

C -1

.d w g

/1 5/

5.00' 25.00' 12.50' 5.00' 50.00' 40.00' 50.00' TRANSITION TO EXISTING CHANNEL

DRIVEN TO EL. 67.00'

1V:5H 1V:10H

EL. 94.00'

EL. 99.00'EL. 94.00'

155.00'

C/L WEIR CREST

SHEET PILE EL.99.00'

1V :1H

R-650 RIPRAP

R-650 RIPRAP (TYP.)

C -2

E5 C -2

C -2

A5C -2

7.50'VARIES50.00' TRANSITION TO EXISTING CHANNEL VARIES

FLOW

1V:1H

AVERAGE BOTTOM CHANNEL EL. 90.00'AVERAGE BOTTOM CHANNEL EL. 90.00'

36" R-650 RIPRAP

1V:3H 1V:3H

SHEET PILE @ EL. 67.00'

EL. 94.00'

EL. 96.50'

EL. 99.00'

EL. 96.50'

EL. 94.00'

100.00'

RIPRAP EL. OF 114.00'

36" R-650 RIPRAP

RIPRAP EL. OF 114.00'

36" R-650 RIPRAP

C/L OF STRUCTURE

1V:3H

R650 RIPRAP THICKNESS VARIES, SEE PROFILE

220.00'

FILL EL. OF 114.00'

C/L OF STRUCTURE

SHEET PILE EL. OF 114.00'

C-201

U C

N D

N S

H W

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

Feet 0 10 20

Feet 0 30 60

E5 TYPICAL SECTION

SCALE: 1"=30'

D5 TYPICAL SECTION

SCALE: 1"=30'

A5 TYPICAL SECTION

SCALE: 1"= 30'

E14 TYPICAL SECTION

SCALE: 1"= 30'

C14 TYPICAL SECTION

SCALE: 1"= 30'

H1 STRUCTURE PROFILE

SCALE: 1" = 10'

A1 TYPICAL SECTIONS

SCALE: 1" = 30'

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

C -2

.d w g

/1 5/

0+00

0 50 100 150 200 250 3000-50-100-150-200-250-300

0+10

0 50 100 150 200 250 3000-50-100-150-200-250-300

0+20

0 50 100 150 200 250 3000-50-100-150-200-250-300

0+30

0 50 100 150 200 250 3000-50-100-150-200-250-300

0+40

0 50 100 150 200 250 3000-50-100-150-200-250-300

0+50

0 50 100 150 200 250 3000-50-100-150-200-250-300

0+60

0 50 100 150 200 250 3000-50-100-150-200-250-300

0+70

0 50 100 150 200 250 3000-50-100-150-200-250-300

C-301

C R

N S

- S

. 0

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

A1 CROSS SECTIONS - STA. 0+00 - STA. 0+70

SCALE: 1"=60'

NOTES:

1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.

Feet 0 60 120

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

C R

N S

.d w g 8:

0+80

0 50 100 150 200 250 3000-50-100-150-200-250-300

0+90

0 50 100 150 200 250 3000-50-100-150-200-250-300

1+00

0 50 100 150 200 250 3000-50-100-150-200-250-300

1+10

0 50 100 150 200 250 3000-50-100-150-200-250-300

1+20

0 50 100 150 200 250 3000-50-100-150-200-250-300

1+30

0 50 100 150 200 250 3000-50-100-150-200-250-300

1+40

0 50 100 150 200 250 3000-50-100-150-200-250-300

1+50

0 50 100 150 200 250 3000-50-100-150-200-250-300

A1 CROSS SECTIONS - STA. 0+80 - STA. 1+50

SCALE: 1"=60' C-302

C R

N S

- S

. 1

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

NOTES:

1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.

Feet 0 60 120

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

C R

N S

.d w g 8:

1+60

0 50 100 150 200 250 3000-50-100-150-200-250-300

1+70

0 50 100 150 200 250 3000-50-100-150-200-250-300

1+80

0 50 100 150 200 250 3000-50-100-150-200-250-300

1+90

0 50 100 150 200 250 3000-50-100-150-200-250-300

2+00

0 50 100 150 200 250 3000-50-100-150-200-250-300

2+10

0 50 100 150 200 250 3000-50-100-150-200-250-300

2+20

0 50 100 150 200 250 3000-50-100-150-200-250-300

2+30

0 50 100 150 200 250 3000-50-100-150-200-250-300

A1 CROSS SECTIONS - STA. 1+60 - STA. 2+30

SCALE: 1"=60' C-303

C R

N S

- S

. 2

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

NOTES:

1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.

Feet 0 60 120

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

C R

N S

.d w g 8:

2+40

0 50 100 150 200 250 3000-50-100-150-200-250-300

2+50

0 50 100 150 200 250 3000-50-100-150-200-250-300

2+60

0 50 100 150 200 250 3000-50-100-150-200-250-300

2+70

0 50 100 150 200 250 3000-50-100-150-200-250-300

2+80

0 50 100 150 200 250 3000-50-100-150-200-250-300

2+90

0 50 100 150 200 250 3000-50-100-150-200-250-300

3+00

0 50 100 150 200 250 3000-50-100-150-200-250-300

3+10

0 50 100 150 200 250 3000-50-100-150-200-250-300

A1 CROSS SECTIONS - STA. 2+40 - STA. 3+10

SCALE: 1"=60' C-304

C R

N S

- S

. 3

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

NOTES:

1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.

Feet 0 60 120

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

C R

N S

.d w g 8:

3+20

0 50 100 150 200 250 3000-50-100-150-200-250-300

3+30

0 50 100 150 200 250 3000-50-100-150-200-250-300

3+40

0 50 100 150 200 250 3000-50-100-150-200-250-300

3+50

0 50 100 150 200 250 3000-50-100-150-200-250-300

3+60

0 50 100 150 200 250 3000-50-100-150-200-250-300

A1 CROSS SECTIONS - STA. 3+20 - STA. 3+60

SCALE: 1"=60' C-305

C R

N S

- S

. 3

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

NOTES:

1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.

Feet 0 60 120

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

C R

N S

.d w g 8:

(1 2"

O R

FLOW

NOTES:

1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE

SEDIMENT WHEN NECESSARY.

2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL

NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY

STABILIZED.

3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO

MAXIMIZE PONDING EFFICIENCY.

4. SILT SCREEN FENCE SHALL BE PLACED ALONG TOP BANK OF CREEK PRIOR TO

CLEARING AND GRUBBING AND REMAIN IN PLACE UNTIL PERMANENT STABILIZATION

PRACTICES ARE STARTED.

5. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN

THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL

CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED

TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT

ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK

OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO

DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION

MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE

AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,

AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL

PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION

PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.

6. WATTLE DITCH CHECK CAN BE USED FOR VELOCITY REDUCTION AND CONTROL

OF SEDIMENT TRANSPORT UNDER LOW TO MEDIUM FLOW CONDITIONS.

7. THE PLACEMENT INTERVAL BETWEEN WATTLE DITCH CHECKS SHALL BE 100'

UNLESS SHOWN OTHERWISE ON THE PLANS OR EROSION CONTROL PLAN

APPROVED BY THE CONTRACTING OFFICER.

8. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A

MATERIAL THAT EFFECTIVELY SECURES THE WATTLE. STAKE SPACING SHALL BE

A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED

WHEN NO LONGER NEEDED.

9. WATTLES SHALL BE INSTALLED IN A TWO INCH DEEP TRENCH.

10. WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS.

11. USE OF FLOATING TURBIDITY CURTAINS MAY BE NECESSARY WHEN WORKING

AROUND THE WATER'S EDGE.

SCALE: NONE

PLAN

SILT SCREEN FENCE IN DRAINAGE

NOTE:

POINTS A SHOULD BE HIGHER THAN POINT B.

A A B

HAY WATTLE DETAILS

SCALE: NONE

SECTION

SCALE: NONE

PLAN

SILT SCREEN FENCE DETAILS

9" (MAX. RECOMMENDED)

STORAGE HEIGHT

3' (M

2' (M

4" X 4" TRENCH

EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,

AND BACKFILL WITH COMPACTED MATERIAL

RUNOFF

EXTRA STRENGTH SYNTHETIC FILTER FABRIC

REQUIRED IF WIRE MESH SUPPORT IS NOT USED

STEEL OR WOOD POST

10' MAX. SPACING WITH WOVEN WIRE SUPPORT FENCE

6' MAX. SPACING WITHOUT WIRE SUPPORT FENCE

FLOW

SEEDED THEN COMPACTED SOIL

2' (MIN.)

6' (MIN.)

FLOW

SCALE: NONE

TEMPORARY DIVERSION DIKE DETAIL

SCALE: NONE

CONSTRUCTION ENTRANCE AND EXIT DETAIL

HARD SURFACE PUBLIC ROAD

COARSE AGGREGATE

50' (MIN.) LENGTH

AS REQUIRED WIDTH

6" (M

STEEL OR WOOD POST

(5' MIN. LENGTH)

FILTER FABRIC

ATTACH SECURELY TO UPSTREAM SIDE OF POST

(SILT FENCE 16" MIN. ABOVE GROUND AND 34"

MAX. ABOVE GROUND)

WATTLE (12" OR 24") TO BE

PLACED IN "U" SHAPE

WOOD STAKE AT TOE OF

SLOPE, BOTH SIDES

FLOW

SCALE: NONE

SCALE: NONE SCALE: NONE

SECTION A-A

WATTLE

NOTE:

POINTS A SHOULD BE HIGHER THAN POINT B.

EXISTING GROUND

WATTLE

DITCH BOTTOM

DITCH CHECK PLAN

DITCH ELEVATION

ELEVATION

SEE DITCH ELEVATION

FOR HEIGHT OF WATTLE ENDS

WOOD STAKE

(DO NOT ANCHOR THROUGH NETTING)

LASH STAKES TOGETHER WITH

EITHER BALING TWINE OR

ALUMINUM WIRE

C-501

R M

O N

P R

N P

, P .E

D . W

C E, P .E

2E E-

-X

2E E-

-B

-0

N O

R G

, M S

O N

R G

F R

R &T

, B O

H W

R C

O T

C O

U N

, A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

E\ _P ro je ct s\

H W

W ei r\S he et s an d

M od el s\

C -5

.d w g

/1 5/

PZ27 SHEETPILE

RIPRAP NOT SHOWN

T F

TW H

RIPRAP

R650

PZ27 SHEET PILE

V A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

S U

B M

E D

B Y

C H

E C

K E

D B

D R

A W

N B

D E

N E

D B

C O

N T

R A

C T

N O

S O

N N

U E

D A

T E

S I Z

M A

R K

D E

S C

N D

A T

SHEET ID

A N

S I

B O

E U

F R

F C

/M R

O E

U F

E R

B A

H W

C H

T C

O U

N T

Y A

R K

A N

S A

W E

E -2

-B

-0

N O

V E

M B

E R

W E

E -2

-X

-X X

X X

K S

B U

R G

A C

M E

S E

C T

K B

S B

U R

G D

D W

A L

L A

C E

S H

E E

T P

D E

T A

S-501

S Q

-D

J S

T O

U F

F E

R P

S Q

-D

Âof Engineers

US Army Corps

U .S

R M

Y C

O R

P S

O F

E N

E E

R S

TYPICAL PLAN VIEW

1 1/2"=1'-0"SCALE:

TYPICAL SECTION

1 1/2"=1'-0"SCALE:

PZ 27

SECTION

18.00 IN.

(IN.)

WIDTH, W

12.0 IN.

(IN.)

HEIGHT, H

0.375

(IN.)

FLANGE, TF

0.375

(IN.)

WEB, TW

7.94

AREA (SQ. IN/FT)

CROSS SECTION

40.5

(LB/FT)

SINGLE PILE

27.0

(LB/SQ. FT)

WALL AREA

30.2

(CU. IN/FT)

ELASTIC

36.49

(CU. IN/FT)

PLASTIC

184.20

INERTIA (IN^4/FT)

MOMENT OF

THICKNESS WEIGHT SECTION MODULUS

SHEET PILE PROPERTIES

S-100

Sheets and Views

G-001 COVER SHEET

Sheet 1

G-002.pdf

Sheets and Views

G-002 PROJECT LOCATION MAP AND INDEX TO DRAWINGS

Sheet 1

G-401.pdf

Sheets and Views

G-401 GENERAL SITE LOCATION MAP

Sheet 1

G-402.pdf

Sheets and Views

G-402 GENERAL SITE LOCATION MAP

Sheet 1

G-403.pdf

Sheets and Views

G-403 AERIAL PHOTOGRAPH - HWY 82 WEIR

Sheet 1

B-001.pdf

Sheets and Views

B-001 GEOTECHNICAL GENERAL NOTES AND LEGEND

Sheet 1

B-201.pdf

Sheets and Views

B-201 BORING PROFILE - BOE-1-23U

Sheet 1

C-101.pdf

Sheets and Views

C-101 EXISTING SITE PLAN - HWY 82 WEIR

Sheet 1

C-102.pdf

Sheets and Views

C-102 FINISHED SITE PLAN - HWY 82 WEIR

Sheet 1

C-201.pdf

Sheets and Views

C-201 STRUCTURE PROFILE AND TYPICAL SECTIONS - HWY 82 WEIR

Sheet 1

C-301.pdf

Sheets and Views

C-301 CROSS SECTIONS - STA. 0+00 - STA. 0+70

Sheet 1

C-302.pdf

Sheets and Views

C-302 CROSS SECTIONS - STA. 0+80 - STA. 1+50

Sheet 1

C-303.pdf

Sheets and Views

C-303 CROSS SECTIONS - STA. 1+60 - STA. 2+30

Sheet 1

C-304.pdf

Sheets and Views

C-304 CROSS SECTIONS - STA. 2+40 - STA. 3+10

Sheet 1

C-305.pdf

Sheets and Views

C-305 CROSS SECTIONS - STA. 3+20 - STA. 3+60

Sheet 1

C-501.pdf

Sheets and Views

C-501 STORMWATER POLLUTION AND PREVENTION PLAN DETAILS

Sheet 1

File details come from the government source that posted it. Updated Nov 15, 2024.