W912EE24B0004_Drawings.pdf

PDF 11 MB Posted Nov 20, 2023

Attached to: Red River Basin, Bossier Parish P. L. 84-99 Red Chute Bayou Bank Stabilization RM 199-59, Sites 1-9
Solicitation number: W912EE24B0004
Issued by: Department of the Army Corps of Engineers Engineering District Vicksburg

About this file

Written by GovTribe AI · Dec 21, 2023

This document provides details on a federal contract opportunity for bank stabilization work along the Red River Basin in Bossier Parish, Louisiana. The U.S. Army Corps of Engineers Vicksburg District is soliciting bids for sites 1 through 9 of the Red Chute Bayou Bank Stabilization project from RM 199-59 under solicitation number W912EE24B0004. An 11MB set of drawings related to the opportunity is also provided. Contractors should respond with proposals by the date listed on the solicitation to provide bank stabilization services for the specified nine sites along the waterway. The award date and other contractual terms are detailed in the solicitation document.

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File	Type	Posted
B01_Official Bid Abstract_Miltiple Bids.pdf	PDF	Dec 20, 2023
A22_W912EE24B0004-0001_Amt No.1.pdf	PDF	Nov 30, 2023
A22_Solicitation_W912EE24B0004_.pdf	PDF	Nov 17, 2023

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ISSUE DATE:

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

VICKSBURG DISTRICT

NOVEMBER 2023

W912EE-24-B-0004

RED RIVER BASIN, BOSSIER PARISH

P.L. 84-99 RED CHUTE BAYOU BANK STABILIZATION

RM 199-59, SITES 1-9

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

G-001

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R G

T R

O N

G , M

, B O

R P

H P.

C H

O U

R M

-5 9, S

-9

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

C O

S H

O D

N O

2E E-

-B

-0

FLOW

RED CHUTE BAYOU

BOSSIER PARISH, LA

BOSSIER CITY, LA 15 MI

SHREVEPORT, LA 15.8 MI

BARKSDALE AIR FORCE

BASE

Chief, Design Branch

COL, EN, District Engineer

APPROVAL RECOMMENDED BY:APPROVED BY:

Chief, Engineering & Construction Division

90%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

2E E-

-B

-0

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

B-001

B O

G L

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

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

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

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)

(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)

CLAYS

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

CONSISTENCY

FOR COHESIVE SOILS

COLOR MODIFICATIONS MODIFICATIONS

GENERAL NOTES

* 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 .10 10 ** 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.

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

< 250

> 4000

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.

10FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "

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

1,2,3

R/W

R /W

R/W

SITE 1

RIGHT OF WAY

SITE 2

RIGHT OF WAY

SITE 3

RIGHT OF WAY

SITE 4

RIGHT OF WAY

SITE 5

RIGHT OF WAY

SITE 6

RIGHT OF WAY

SITE 7

RIGHT OF WAY

SITE 8

RIGHT OF WAY

SITE 9

RIGHT OF WAY

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

2E E-

-B

-0

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

B-101

O U

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. VERTICAL DATUM: NAVD 88

2. AERIAL IMAGE DATE: 2022

3. SEE SHEET R-601 FOR COORDINATES OF THE EXISTING ROW.

NOTES

LEGEND

BORING LOCATION

RIGHT OF WAY LIMITS

R/W

A1 BORING LAYOUT

SCALE: 1"=500' 500'0 300'

BORING PROFILES

(13)

(19)

(24)

(36)

(18)

N-Value

SP-SM

USCS

Qu (psf)

FAT CLAY (CH); red, very stiff Unit A

LEAN CLAY (CL); red Unit A

SILT (ML); red Unit A

LEAN CLAY (CL); red Unit B

FAT CLAY (CH); red Unit B SILT (ML); red Unit C

SILTY SAND (SM); gray Unit D

POORLY GRADED SAND WITH SILT (SP-SM);

gray Unit D

Description

NMC

(14)

(7)

(9)

(13)

(15)

(21)

(29)

(24)

N-Value

USCS

SILT (ML); tan

SILT (ML); red

SILT (ML); tannish red

SILT (ML); red

POORLY GRADED SAND (SP); tan

SILT (ML); gray

Description

0.0979

0.1659

D10

NMC

(1)

(8)

(10)

(22)

(16)

(32)

(25)

(23)

(40)

N-Value

USCS

Qu (psf)

SILT (ML); red Unit A

FAT CLAY (CH); red Unit A

SILT (ML); red Unit C

SILTY SAND (SM); red Unit D

Description

NMC

(2)

(8)

(3)

(8)

(17)

(19)

(26)

(17)

(23)

N-Value

USCS

Qu (psf)

LEAN CLAY (CL); red

SILT (ML); red

LEAN CLAY (CL); redLEAN CLAY (CL); red

SILT (ML); red

POORLY GRADED SAND (SP); red

POORLY GRADED SAND (SP); gray

Description

0.1462

0.1266

0.1676

0.2107

D10

NMC

(8)

(6)

(31)

(23)

(27)

(33)

(19)

(32)

N-Value

SP-SM

USCS

Qu (psf)

SILT (ML); red

LEAN CLAY (CL); red

SILT (ML); red, ALLUVIUM

SILTY SAND (SM); ALLUVIUM

POORLY GRADED SAND WITH SILT (SP-SM);

ALLUVIUM

POORLY GRADED SAND (SP); brown

Description

0.0894

0.1326

0.1437

D10

NMC

(8)

(10)

(8)

(11)

(9)

(28)

(22)

(23)

(41)

(27)

N-Value

SP-SM

USCS

Qu (psf)

FAT CLAY (CH); red

LEAN CLAY (CL); red

SILT (ML); red

POORLY GRADED SAND WITH SILT (SP-SM);

red

POORLY GRADED SAND (SP); red

Description

0.0932

0.1413

D10

NMC

(1)

(3)

(4)

(8)

(19)

(21)

(20)

(34)

N-Value

USCS

Qu (psf)

FAT CLAY (CH); red Unit A

LEAN CLAY (CL); red Unit A

FAT CLAY (CH); red Unit A

SILT (ML); red Unit C

SILTY SAND (SM); red Unit D

Description

NMC

Boring: 7 Northing: 1093619.893 Easting: 1287822.627

Elevation (NAVD88): 158.000

Boring: 1,2,3 Northing: 1100083.460 Easting: 1289994.585

Elevation (NAVD88): 163.000

Boring: 9 Northing: 1091792.964 Easting: 1289648.105

Elevation (NAVD88): 161.000

Boring: 4 Northing: 1098596.263 Easting: 1287749.781

Elevation (NAVD88): 162.000 Boring: 5 Northing: 1096870.222 Easting: 1286878.225

Elevation (NAVD88): 161.000 Boring: 6 Northing: 1096381.564 Easting: 1287008.407

Elevation (NAVD88): 160.000

Boring: 8 Northing: 1092532.237 Easting: 1288116.753

Elevation (NAVD88): 157.500

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

2E E-

-B

-0

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

B-201

P R

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

NOTE: THE VERTICAL

DATUM IS IN NAVD88.

: 0

+0 0.

: 0

+9 6.

: 3

+2 9.

: 4

+5 9.

: 6

+7 5.

: 7

+8 7.

: 9

+8 0.

051° 21' 55.31"

ST #1

4°

0°

8°

018° 29' 45.22"

ST #8

5°

BL4

BL5 BL6

BL3

BL1

BL2

1°

BL4

BL5 BL6

BL3

BL1

BL2

L1 L3

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-101

U D

N E

1, R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

2. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

3. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

4. ALL UNITS ARE U.S. SURVEY FOOT.

5. IN THE EVENT THE CONTRACTOR ENCOUNTERS ANYTHING

RESEMBLING UNEXPLODED ORDINANCE, THE CONTRACTOR WILL

CONTACT: 1) 318-456-3765; 2) 318-456-1020; 3) 318-230-2851.

6. THE STONE QUANTITY FOR THE TIEBACKS IS 100 TONS PER TIEBACK.

7. THE VERTICAL DATUM IS NAVD88.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

"C" STONE TIEBACK WITH

DIG-IN

A1 SITES 1, 2, & 3 LONGITUDINAL PEAKED STONE TOE DIKE - PLAN 199+00, 197+50, & 195+50

SCALE: 1"=100' 200'0 100'

RED CHUTE BAYOU

FLOW

EXISTING

LEVEE TOE

EXISTING

LEVEE TOP

SITES 1, 2, & 3 SURVEY

BASELINE

EXISTING LEVEE

CENTERLINECENTERLINE OF 3

TONS/FT (TYP.)

LONGITUDINAL

PEAKED STONE

TOE DIKE

TOP OF BANK

WATER EDGE

TREE LINE

POVERTY POINT

ROAD (GRAVEL

ROAD)

WATER EDGE

EXISTING

LEVEE TOP

EXISTING

LEVEE TOE

+0 0.0

: 9

+2 6.

: 5

+1 5.

: 4

+0 8.

: 3

+1 9.

: 2

+3 3.

: 0

+7 5.7

: 1 +4

.51

.27

4+97.68

5+98

7+03.13

8+58.43

194° 43' 43.93"

ST #10

194° 43' 43.93"

ST #11

179° 50' 23.62"

ST #12

132° 13' 49.44"

ST #14

179° 50' 23.62"

ST #13

132° 13' 49.44"

ST #15

128° 57' 49.72"

ST #16

124° 28' 25.08"

ST #17

BL7

BL6BL5

BL4

BL3

BL1

BL2

L2 L3

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-102

U D

N E

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

2. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

3. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

4. ALL UNITS ARE U.S. SURVEY FOOT.

5. IF THE CONTRACTOR FINDS ANYTHING THAT APPEARS

TO BE UNEXPLODED ORDINANCE THE CONTRACTOR

WILL CONTACT: 1) 318-456-3765; 2) 318-456-1020; 3) 318-230-2851.

6. THE STONE QUANTITY FOR THE TIEBACK IS 100 TONS PER TIEBACK.

7. THE VERTICAL DATUM IS NAVD88.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

"C" STONE TIEBACK WITH

DIG-IN

A1 SITE 4 LONGITUDINAL PEAKED STONE TOE DIKE - PLAN 157+00

SCALE: 1"=100' 200'0 100'

RED CHUTE BAYOU

FLOW

EXISTING

LEVEE TOE

EXISTING

LEVEE TOP

SITE 4 SURVEY

BASELINE

EXISTING LEVEE

CENTERLINE

CENTERLINE OF

3 TONS/FT (TYP.)

LONGITUDINAL

PEAKED STONE

TOE DIKE

TOP OF BANK

WATER EDGE

TREE LINE

POVERTY POINT ROAD

(GRAVEL ROAD)

TREE LINE

WATER EDGE

EXISTING

LEVEE TOE

LEVEE TOP

+0 0.

: 1

+2 9.

: 2

+5 5.

: 3

+7 5.

: 6

+1 5.

: 8

+3 6.

: 9

+6 3.

: 1

46 11

+8 0.

088° 21' 06.65"

ST #18

088° 28' 40.26"

ST #19

7°

4°

076° 37' 51.89"

ST #26 067° 29' 38.20"

ST #27 067° 29' 38.20"

ST #28

5°

055° 51' 04.24"

ST #30

4°

BL1

BL2

BL5 BL6

BL3

BL4 BL7

BL8

BL9

L2 L3

L4 L5

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-103

U D

N E

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

2. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

3. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

4. ALL UNITS ARE U.S. SURVEY FOOT.

5. IF THE CONTRACTOR FINDS ANYTHING THAT APPEARS

TO BE UNEXPLODED ORDINANCE, THE CONTRACTOR WILL

CONTACT: 1) 318-456-3765; 2) 318-456-1020; 3) 318-230-2851.

6. THE STONE QUANTITY FOR THE TIEBACK IS 100 TONS PER TIEBACK.

7. THE VERTICAL DATUM IS NAVD88.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

"C" STONE TIEBACK WITH

DIG-IN

A1 SITE 5 & 6 LONGITUDINAL PEAKED STONE TOE DIKE - PLAN 137+00 & 132+00

SCALE: 1"=100' 200'0 100'

RED CHUTE BAYOU

FLOW

EXISTING

LEVEE TOE

EXISTING

LEVEE TOP

SITE 5 & 6 SURVEY

BASELINE

EXISTING LEVEE

CENTERLINECENTERLINE OF

3 TONS/FT (TYP.)

LONGITUDINAL

PEAKED STONE

TOE DIKE

TOP OF BANK

WATER EDGE

TREE LINE

WATER EDGE

POVERTY POINT ROAD

(GRAVEL ROAD)

EXISTING

LEVEE TOE

+0 0.

: 1

+3 4.

: 2

+7 8.

: 3

+9 6.

: 0

+0 0.

: 1

+8 4.

: 3

+9 3.

.2 2 3+74.80

059° 35' 08.07"

ST #31

059° 35' 08.07"

ST #32

050° 16' 46.33"

ST #33

6°

049° 22' 11.33"

ST #35

7°

BL1 BL2 BL3

BL1 BL2

L1 L2

L2 L1

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-104

U D

N E

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

2. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

3. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

4. ALL UNITS ARE U.S. SURVEY FOOT.

5. IF THE CONTRACTOR FINDS ANYTHING THAT APPEARS

TO BE UNEXPLODED ORDINANCE, THE CONTRACTOR WILL

CONTACT: 1) 318-456-3765; 2) 318-456-1020; 3) 318-230-2851.

6. THE QUANTITY FOR TIEBACKS IS 100 TONS PER TIEBACK.

7. THE VERTICAL DATUM IS NAVD88.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

"C" STONE TIEBACK WITH

DIG-IN

A1 SITE 7 & 8 LONGITUDINAL PEAKED STONE TOE DIKE - PLAN 100+00 & 88+00

SCALE: 1"=100' 200'0 100'

FLOW

RED CHUTE BAYOU

EXISTING

LEVEE TOE

EXISTING

LEVEE TOP

SITE 8 SURVEY

BASELINE

EXISTING LEVEE

CENTERLINE

CENTERLINE OF

LONGITUDINAL

PEAKED STONE

TOE DIKE

CONSTRUCTED

AT ELEV. 145.

PROFILES ARE

LOCATED ON

SHEET C-106.

TOP OF BANK

WATER EDGE

TREE LINE

DITCH

EXISTING

LEVEE TOE

EXISTING

LEVEE TOP

SITE 7 SURVEY

BASELINE

EXISTING LEVEE

CENTERLINECENTERLINE OF

LONGITUDINAL

PEAKED STONE

TOE DIKE

CONSTRUCTED

AT ELEV. 145.

PROFILES ARE

LOCATED ON

SHEET C-106.

TOP OF BANK

WATER EDGE

TREE LINE

FLOW

RED CHUTE BAYOU

POVERTY POINT ROAD

(GRAVEL ROAD)

WATER EDGE

TREE LINE

WATER EDGE

EXISTING

LEVEE TOE

EXISTING

LEVEE TOP

EXISTING

LEVEE TOE

EXISTING

DITCH

+0 0.

: 3

+6 8.

: 2

+7 3.

: 0

+9 8.

: 1

+7 4.

5°

6°

4°

BL4

BL3

BL1

BL2

L2 L3 L1

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-105

U D

N E

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

2. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

3. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

4. ALL UNITS ARE U.S. SURVEY FOOT.

5. IF THE CONTRACTOR FINDS ANYTHING THAT APPEARS

TO BE UNEXPLODED ORDINANCE, THE CONTRACTOR

WILL CONTACT: 1) 318-456-3765; 2) 318-456-1020; 3) 318-230-2851.

6. THE QUANTITY FOR THE TIEBACKS IS 100 TONS PER TIEBACK.

7. THE VERTICAL DATUM IS NAVD88.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

"C" STONE TIEBACK WITH

DIG-IN

A1 SITE 9 LONGITUDINAL PEAKED STONE TOE DIKE - PLAN 59+00

SCALE: 1"=100' 200'0 100'

RED CHUTE BAYOU

FLOW

EXISTING

LEVEE TOE

EXISTING

LEVEE TOP

SITE 9 SURVEY

BASELINE

EXISTING LEVEE

CENTERLINECENTERLINE OF

LONGITUDINAL

PEAKED STONE

TOE DIKE

CONSTRUCTED

AT ELEV. 145.

PROFILES ARE

LOCATED ON

SHEET C-106.

TOP OF BANK

WATER EDGE

TREE LINE

ELECTRIC LINE

NOTE:

THE CONTRACTOR IS RESPONSIBLE FOR LOCATING

AND MARKING UTILITIES PRIOR TO CONSTRUCTION

WATER EDGE

POVERTY POINT ROAD

(GRAVEL ROAD)

EXISTING

LEVEE TOE

T ELEVATIO

FEET

STATION

PROFILE VIEW OF SITE 8 ALGN

-1+00 0+00 1+00 2+00 3+00 4+00

T ELEVATIO

FEET

STATION

PROFILE VIEW OF SITE 9 ALGN

-1+00 0+00 1+00 2+00 3+00 4+00

T ELEVATIO

FEET

STATION

PROFILE VIEW OF SITE 7 ALGN

-1+00 0+00 1+00 2+00 3+00 4+00

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

C-106

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R G

T R

O N

G , M

, B O

R P

H P.

C H

O U

R M

-5 9, S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

N O

2E E-

-B

-0

1. ALL UNITS ARE U.S. SURVEY FOOT.

2. SITES 7, 8, & 9 LONGITUDINAL PEAKED STONE TOE DIKE PLANS ARE LOCATED

ON SHEETS C-104 AND C-105.

3. SITES 7, 8, & 9 LONGITUDINAL PEAKED STONE TOE DIKES ARE TO BE

CONSTRUCTED AT ELEV 145.

4. THE VERTICAL DATUM IS IN NAVD88.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

EXISTING GROUND

A1 SITE 7, 8, & 9 LONGITUDINAL PEAKED STONE TOE DIKE - PROFILE

SCALE: 1"=100' 200'0 100'

TIE TO

EXISTING

GROUND AT

STA. 2+30

ELEV. 145

TIE TO

EXISTING

GROUND AT

STA. 0+00

ELEV. 145

LIMITS OF LPSTD CONSTRUCTION

TIE TO

EXISTING

GROUND AT

STA. 2+98

ELEV. 145

TIE TO

EXISTING

GROUND AT

STA. 0+00

ELEV. 145

LIMITS OF LPSTD CONSTRUCTION

TIE TO

EXISTING

GROUND AT

STA. 2+67

ELEV. 145

TIE TO

EXISTING

GROUND AT

STA. 0+00

ELEV. 145

LIMITS OF LPSTD CONSTRUCTION

0+89

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

1+90

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

3+14

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

4+15

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-301

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 1, 2, & 3 STONE TOE DIKE CROSS SECTIONS 0+89 - 4+15

SCALE: 1"=20' 20' 40'0

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 4

EXISTING GROUND

BAYOU LANDSIDE

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 3

EXISTING GROUND

BAYOU LANDSIDE

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 2

EXISTING GROUND

LANDSIDEBAYOU

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 1

EXISTING GROUND

LANDSIDEBAYOU

N N

5+21

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

6+21

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

7+37

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

8+43

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-302

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 1, 2, & 3 STONE TOE DIKE CROSS SECTIONS 5+21 - 8+43

SCALE: 1"=20' 20' 40'0

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 5

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 6

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 7

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 8

EXISTING GROUND

BAYOU LANDSIDE

N N

9+22

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-303

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 1, 2, & 3 STONE TOE DIKE CROSS SECTIONS 9+22

SCALE: 1"=20' 20' 40'0

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 9

EXISTING GROUND

BAYOU LANDSIDE

N N

0+03

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

1+03

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

2+34

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

3+38

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-304

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 4 STONE TOE DIKE CROSS SECTIONS 0+03 - 3+38

SCALE: 1"=20' 20' 40'0

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE ST # 10

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE ST # 11

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE ST # 12

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE ST # 13

EXISTING GROUND

BAYOU LANDSIDE

N N

4+98

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

5+98

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

7+03

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

8+58

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-305

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 4 STONE TOE DIKE CROSS SECTIONS 4+98 - 8+58

SCALE: 1"=20' 20' 40'0

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 14

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 15

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 16

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 17

EXISTING GROUND

BAYOU LANDSIDE

N N

0+28

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

1+28

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

2+46

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

3+46

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-306

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 5 & 6 STONE TOE DIKE CROSS SECTIONS 0+28 - 3+46

SCALE: 1"=20' 20' 40'0

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 18

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 19

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 20

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 21

EXISTING GROUND

BAYOU LANDSIDE

N N

4+46

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

5+51

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

6+51

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

7+51

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-307

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 5 & 6 STONE TOE DIKE CROSS SECTIONS 4+46 - 7+51

SCALE: 1"=20' 20' 40'0

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 22

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 23

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 24

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 25

EXISTING GROUND

BAYOU LANDSIDE

N N

8+47

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

9+63

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

10+63

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

11+81

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-308

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 5 & 6 STONE TOE DIKE CROSS SECTIONS 8+47 - 11+81

SCALE: 1"=20' 20' 40'0

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 26

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 27

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 28

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 29

EXISTING GROUND

BAYOU LANDSIDE

N N

12+81

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-309

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 5 & 6 STONE TOE DIKE CROSS SECTIONS 12+81

SCALE: 1"=20' 20' 40'0

CL OF 3 TONS/FOOT

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 30

EXISTING GROUND

BAYOU LANDSIDE

N N

0+39

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

1+61

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

2+90

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-310

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 7 STONE TOE DIKE CROSS SECTIONS 0+39 - 2+90

SCALE: 1"=20' 20' 40'0

CL OF ELEV. 145

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 31

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF ELEV. 145

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 32

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF ELEV. 145

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 33

EXISTING GROUND

BAYOU LANDSIDE

N N

1+54

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

2+36

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

3+75

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200 SO

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-311

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 8 STONE TOE DIKE CROSS SECTIONS 1+54 - 3+75

SCALE: 1"=20' 20' 40'0

CL OF ELEV. 145

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 34

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF ELEV. 145

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 35

EXISTING GROUND

BAYOU LANDSIDE

N N

CL OF ELEV. 145

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 36

EXISTING GROUND

BAYOU LANDSIDE

N N

1+39

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

2+25

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

2+69

0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180-200

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

, D

T R

-5

9, S

-9

H U

U B

N R

, B

C-312

C R

N S

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

1. ELEVATIONS IN NAVD 88 VERTICAL DATUM.

2. TYPICAL SECTIONS ARE LOCATED ON SHEET C-501.

3. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.

4. ALL CROSS SECTIONS ARE CUT FROM THE BASELINE.

5. ALL UNITS ARE U.S. SURVEY FOOT.

6. ALL STONE PLACEMENT SHALL BE PERFORMED FROM LAND.

NOTES

LEGEND

GRADE

"C" STONE LONGITUDINAL

PEAKED STONE TOE DIKE

LONGITUDINAL PEAKED STONE

TOE DIKE CENTERLINE

EXISTING GROUND

BACKFILL

A1 SITE 9 STONE TOE DIKE CROSS SECTIONS 1+39 - 2+69

SCALE: 1"=20' 20' 40'0

CL OF ELEV. 145

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 37

EXISTING GROUND

BAYOU LANDSIDE

N N

1V:2H SLOPE

CL OF ELEV. 145

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 38

EXISTING GROUND

BAYOU LANDSIDE

N N

1V:2H SLOPE

GRADE

CL OF ELEV. 145

LONGITUDINAL PEAKED

STONE TOE DIKE

ST # 39

EXISTING GROUND

BAYOU LANDSIDE

N N

1V:2H SLOPE GRADE

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

-X

X- X-

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

-5

9, S

-9

H U

U B

N R

, B

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C:\pw_working\mvk\b4edddcm\d0167016\REDCHUTE_C-TYPICAL_C_501.dwg

6:35:33 AM 11/20/2023

C-501

1V:1H

EXISTING GROUND

1V:1H

BACKFILL

EXCAVATE FOR

DIKE SECTION

1V:1.5H

APPROX.

LOW WATER

STREAMBED

C LONGITUDINAL PEAKED

STONE DIKE

SLOPE OF

NATURAL REPOSE

TOP BANK

1V:1.5H

EXISTING

GROUND

BACKFILL

1V:1H

EXCAVATE FOR

DIKE SECTION

SLOPE VARIES

(FLATTER THAN

SLOPE OF NATURAL

REPOSE)

C LONGITUDINAL

PEAKED STONE

DIKE

SLOPE OF

NATURAL REPOSE

STREAMBED

TOP BANK

C LONGITUDINAL

PEAKED STONE DIKE

EXISTING BANK

TOP BANK

EXISTING

GROUND

STREAMBED

APPROX.

LOW

WATER

SLOPES OF

NATURAL REPOSE

STREAMBED

LONGITUDINAL

PEAKED STONE

DIKE

VARIES

EXISTING DITCH

CHANNEL BOTTOM

E E

NOTE: WILLOWS NOT SHOWN

PLAN

EXISTING TOP BANK

C LONGITUDINAL

PEAKED STONE

DIKE

SLOPE OF

NATURAL REPOSE

SLOPE OF

NATURAL REPOSE

EXISTING DITCH GRADE

STREAMBED

4' MIN

SECTION D-D

SECTION E-E

EXISTING

DITCH

1V:2H1V:2H

LONGITUDINAL

PEAKED STONE DIKE

2' MIN

EXISTING

GROUND

EXISTING DITCH

CHANNEL BOTTOM

TYPICAL OUTLET DITCH

NO SCALE

TOP OF EXISTING BANK

SLOPE OF

NATURAL REPOSE

SLOPE STEEPER

THAN 1V:1.5H

SLOPE FLATTER

THAN 1V:1.5H

SLOPE OF

NATURAL GROUND

TOE OF EXISTING BANKEXISTING

GROUND

STRUC. AZ. LINE

BACKFILL

SLOPE OF

NATURAL

REPOSE

STRUC. AZ. LINE

SLOPE OF

NATURAL REPOSE

EXISTING

GROUNDSTRUC. AZ. LINE

SLOPE OF

NATURAL REPOSE

EXISTING

GROUND

EXISTING

GROUND

1V:1H

SECTION A-A

SECTION B-B

SECTION C-C

TYPICAL SECTIONS FOR STONE TIEBACK AND TRANSVERSE STONE DIKE

VARIES

PROFILE

B C

PROFILE

NO SCALE

NOTE:

HEIGHT OF DIKE AND/OR TIEBACK

IS AS SHOWN ON INDIVIDUAL PROFILE.

VARIES

TYPICAL STONE BANK PAVING

NO SCALE

VARIABLE

4' MIN.

NO SCALE

TYPICAL STONE TIEBACK

FOR TRANSVERSE STONE DIKE

TYPICAL LONGITUDINAL PEAKED

STONE DIKE CROSS SECTION

EXISTING

TOP BANK

NOTE:

OUTLET DITCHES WILL GENERALLY BE LOCATED WHERE EXISTING GULLIES OF

VARYING SIZES ENTER THE STREAM CHANNEL, PROFILE AND BOTTOM WIDTH

OF OUTLET DITCHES WILL VARY TO GENERALLY CONFORM TO EXISTING GULLY

PROFILE AND SECTION.

SLOPE OF

NATURAL

REPOSE

STONE TIEBACK ON EXISTING BANK SLOPE IS STEEPER THAN

SLOPE OF NATURAL REPOSE

STONE TIEBACK ON EXISTING BANK SLOPE IS FLATTER THAN

SLOPE OF NATURAL REPOSE

NOTE: STONE BANK PAVING SHALL EXTEND FROM THE CONFLUENCE OF

THE DRAIN TO 25' UPSTREAM ON THE RIGHT DESCENDING BANK OF THE DRAIN.

REFER TO TYPICAL OUTLET DITCH

GENERAL NOTES:

1. SLOPE OF NATURAL REPOSE OF STONE MAY VARY.

2. LONGITUDINAL PEAKED STONE DIKE TO BE WRAPPED UP INTO EXISTING

DITCHES AS SPECIFIED ON DRAWINGS.

3. ALL STONE IS "C" STONE

3 ' MIN

EROSION

CONTROL

15'

TRANSITION OF DIKE

(CROWN WIDTH VARIES)

EROSION

CONTROL

15 '

TRANSITION OF DIKE

(CROWN WIDTH VARIES)

EROSION

CONTROL

13'

VARIES

VARIABLE

5 '

R O

W N

R O

W N

D . H

, P .E

D . W

C E, P .E

2E E-

-C

-X

2E E-

-B

-0

N O

R G

, M

N S

O N

R G

-5

9, S

-9

H U

U B

N R

, B

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

SHEET ID

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

C:\pw_working\mvk\b4edddcm\d0167016\REDCHUTE_C-DTDTLS_C_502.dwg

7:29:17 AM 11/20/2023

C-502

R M

O N

P R

N P

SILT SCREEN FENCE IN DRAINAGE

HAY WATTLE DETAILS

SCALE: NONE

SECTION

SCALE: NONE

PLAN

SILT SCREEN FENCE DETAILS

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)

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

GENERAL NOTES:

1. INSPECT AND REPAIR BMP(S) 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, AND HAY WATTLES SHALL BE PLACED ALONG SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

4. 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.

5. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A MATERIAL THAT EFFECTIVELY SECURES THE CHECK. STAKE SPACING SHALL BE A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED WHEN

NO LONGER NEEDED.

6. TRENCHING OF WATTLES MAY BE NECESSARY IF PIPING BECOMES EVIDENT.

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

8. USE OF FLOATING TURBIDITY CURTAINS MAYBE NECESSARY WHEN WORKING AROUND THE WATER'S EDGE.

9. BMP SHALL BE UTILIZED PER THE MDEQ REQUIREMENTS TO PREVENT SEDIMENT RUNOFF. ANY MATERIAL THAT ENTERS THE TOE

DITCH, REGARDLESS OF SOURCE, SHALL BE REMOVED.

10. 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.

11. CONTRACTOR SHOULD UTILIZE HAY WATTLES ALONG THE LENGTH OF THE TOE DITCH TO TRAP SEDIMENT FROM PROJECT AREA RUNOFF. HAY WATTLES SHALL BE SPACED SO THAT SUSPENDED SEDIMENT IS REMOVED FROM RUNOFF BEFORE LEAVING THE TOE DITCH

INTO LATERAL DRAINAGE DITCHES.

(1 2"

O R

FLOW

WATTLE (12" OR 24") TO BE

PLACED IN "U" SHAPE

WOOD STAKE AT TOE OF

SLOPE, BOTH SIDES

FLOW

SCALE: NONE

SECTION A-A

WATTLE

NOTE:

POINTS A SHOULD BE HIGHER THAN POINT B.

EXISTING GROUND

WATTLE

DITCH BOTTOMDITCH CHECK PLAN

DITCH 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

SILT FENCE DITCH CHECKS ARE USED WHERE IT HAS BEEN DETERMINED

THAT HAY BALE CHECKS ARE INADEQUATE. SILT FENCE DITCH CHECKS

ARE USED TO INTERCEPT LOW VOLUME FLOWS IN LOW TO MODERATE

GRADIENT DITCHES.

AutoCAD SHX Text

POST

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

DITCH BOTTOM

AutoCAD SHX Text 45°

AutoCAD SHX Text

POST

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

TOP OF FENCE EL. AT X

AutoCAD SHX Text

2. A "W" SHAPE MAY BE USED FOR WIDER DITCHES.

AutoCAD SHX Text

POINT X (TOP OF FENCE)

AutoCAD SHX Text

POINT Y (BOTTOM OF FENCE)

AutoCAD SHX Text

POST AT TOE OF SLOPE (EACH SIDE)

AutoCAD SHX Text

SILT FENCE DITCH CHECK SELECTION GUIDELINES

AutoCAD SHX Text

MAX. STRENGTH/RET. VOL. @ 45°

AutoCAD SHX Text

POST

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

DITCH BOTTOM

AutoCAD SHX Text 45°

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

FABRIC

AutoCAD SHX Text

POINT X (TOP OF FENCE)

AutoCAD SHX Text

POST AT TOE OF SLOPE (EACH SIDE)

AutoCAD SHX Text

SILT FENCE DITCH CHECK SELECTION GUIDELINES

AutoCAD SHX Text

MAX. STRENGTH/RET. VOL. @ 45°

AutoCAD SHX Text NOTES: 1. ANCHOR AND INSTALL PER DETAILS FOR SILT FENCE SPACING GUIDELINES ON ECD-4

AutoCAD SHX Text

BOTTOM OF FENCE EL. AT Y =

LINE TABLE: BASELINE ALIGNMENTS FOR SITES 1,2, & 3

LINE #

BL1

BL2

BL3

BL4

BL5

BL6

LENGTH

96.11'

233.09'

129.85'

216.30'

112.11'

193.49'

DIRECTION

133° 23' 22.9"

132° 28' 28.1"

125° 28' 47.0"

115° 16' 22.9"

121° 47' 21.1"

131° 20' 33.7"

START

STATION

0+00.00

0+96.11

3+29.20

4+59.05

6+75.36

7+87.47

START

NORTHING

723,000.50

722,934.47

722,777.07

722,701.71

722,609.36

722,550.30

START

EASTING

2,942,277.10

2,942,346.94

2,942,518.86

2,942,624.60

2,942,820.20

2,942,915.50

END

STATION

0+96.11

3+29.20

4+59.05

6+75.36

7+87.47

9+80.96

END

NORTHING

722,934.47

722,777.07

722,701.71

722,609.36

722,550.30

722,422.49

END

EASTING

2,942,346.94

2,942,518.86

2,942,624.60

2,942,820.20

2,942,915.50

2,943,060.76

LINE TABLE: BASELINE ALIGNMENTS FOR SITE 4

LINE #

BL1

BL2

BL3

BL4

BL5

BL6

BL7

LENGTH

75.70'

65.00'

93.28'

85.87'

88.60'

106.60'

411.68'

DIRECTION

279° 05' 36.4"

274° 59' 05.7"

267° 42' 01.4"

258° 14' 01.6"

245° 14' 58.7"

232° 27' 13.0"

224° 08' 25.7"

START

STATION

0+00.00

0+75.70

1+40.71

2+33.98

3+19.86

4+08.46

5+15.06

START

NORTHING

721,401.23

721,413.20

721,418.84

721,415.10

721,397.59

721,360.50

721,295.53

START

EASTING

2,940,916.94

2,940,842.19

2,940,777.43

2,940,684.23

2,940,600.16

2,940,519.69

2,940,435.18

END

STATION

0+75.70

1+40.71

2+33.98

3+19.86

4+08.46

5+15.06

9+26.74

END

NORTHING

721,413.20

721,418.84

721,415.10

721,397.59

721,360.50

721,295.53

721,000.09

END

EASTING

2,940,842.19

2,940,777.43

2,940,684.23

2,940,600.16

2,940,519.69

2,940,435.18

2,940,148.47

LINE TABLE: BASELINE ALIGNMENTS FOR SITE 5 & 6

LINE #

BL1

BL2

BL3

BL4

BL5

BL6

BL7

BL8

BL9

LENGTH

129.60'

126.34'

119.41'

240.09'

220.70'

127.48'

132.55'

190.01'

100.68'

DIRECTION

181° 53' 03.4"

174° 53' 35.3"

169° 24' 30.0"

165° 53' 31.5"

165° 01' 19.3"

161° 08' 39.6"

151° 58' 09.8"

145° 43' 08.9"

145° 45' 23.7"

START

STATION

0+00.00

1+29.60

2+55.94

3+75.35

6+15.44

8+36.14

9+63.62

10+96.17

12+86.18

START

NORTHING

719,857.28

719,727.75

719,601.91

719,484.53

719,251.68

719,038.48

718,917.84

718,800.84

718,643.84

START

EASTING

2,939,491.98

2,939,487.72

2,939,498.96

2,939,520.91

2,939,579.43

2,939,636.47

2,939,677.67

2,939,739.96

2,939,846.99

END

STATION

1+29.60

2+55.94

3+75.35

6+15.44

8+36.14

9+63.62

10+96.17

12+86.18

13+86.86

END

NORTHING

719,727.75

719,601.91

719,484.53

719,251.68

719,038.48

718,917.84

718,800.84

718,643.84

718,560.61

END

EASTING

2,939,487.72

2,939,498.96

2,939,520.91

2,939,579.43

2,939,636.47

2,939,677.67

2,939,739.96

2,939,846.99

2,939,903.64

LINE TABLE: BASELINE ALIGNMENTS FOR SITE 7

LINE #

BL1

BL2

BL3

LENGTH

134.94'

143.17'

118.64'

DIRECTION

151° 56' 03.0"

146° 20' 14.3"

152° 59' 29.9"

START

STATION

0+00.00

1+34.94

2+78.10

START

NORTHING

716,453.03

716,333.96

716,214.80

START

EASTING

2,940,418.50

2,940,481.98

2,940,561.34

END

STATION

1+34.94

2+78.10

3+96.74

END

NORTHING

716,333.96

716,214.80

716,109.10

END

EASTING

2,940,481.98

2,940,561.34

2,940,615.22

LINE TABLE: BASELINE ALIGNMENTS FOR SITE 8

LINE #

BL1

BL2

LENGTH

184.76'

208.53'

DIRECTION

148° 27' 24.0"

148° 48' 00.6"

START

STATION

0+00.00

1+84.76

START

NORTHING

715,288.14

715,130.68

START

EASTING

2,940,769.58

2,940,866.24

END

STATION

1+84.76

3+93.29

END

NORTHING

715,130.68

714,952.31

END

EASTING

2,940,866.24

2,940,974.26

LINE TABLE: BASELINE ALIGNMENTS FOR SITE 9

LINE #

BL1

BL2

BL3

BL4

LENGTH

98.99'

75.80'

98.43'

95.10'

DIRECTION

002° 57' 38.0"

008° 05' 49.4"

020° 35' 22.4"

033° 36' 39.5"

START

STATION

0+00.00

0+98.99

1+74.79

2+73.22

START

NORTHING

714,360.03

714,458.89

714,533.93

714,626.07

START

EASTING

2,942,441.60

2,942,446.72

2,942,457.39

2,942,492.01

END

STATION

0+98.99

1+74.79

2+73.22

3+68.32

END

NORTHING

714,458.89

714,533.93

714,626.07

714,705.28

END

EASTING

2,942,446.72

2,942,457.39

2,942,492.01

2,942,544.65

LINE TABLE: LPSTD ALIGNMENTS FOR SITES 1,2, & 3

LINE #

LENGTH

191.11'

111.33'

215.71'

196.38'

104.84'

DIRECTION

141° 21' 55.3"

124° 13' 37.3"

120° 14' 23.1"

108° 29' 45.2"

125° 25' 53.7"

START

STATION

0+00.00

1+91.11

3+02.44

5+18.15

7+14.53

START

NORTHING

723,005.75

722,856.47

722,793.84

722,685.21

722,622.91

START

EASTING

2,942,425.07

2,942,544.38

2,942,636.44

2,942,822.80

2,943,009.03

END

STATION

1+91.11

3+02.44

5+18.15

7+14.53

8+19.37

END

NORTHING

722,856.47

722,793.84

722,685.21

722,622.91

722,562.13

END

EASTING

2,942,544.38

2,942,636.44

2,942,822.80

2,943,009.03

2,943,094.46

LINE TABLE: LPSTD ALIGNMENTS FOR SITE 4

LINE #

LENGTH

143.50'

189.35'

188.43'

129.60'

112.58'

DIRECTION

284° 43' 43.9"

269° 50' 23.6"

222° 13' 49.4"

218° 57' 49.7"

214° 28' 25.1"

START

STATION

0+00.00

1+43.50

3+32.85

5+21.28

6+50.88

START

NORTHING

721,268.04

721,304.53

721,304.00

721,164.48

721,063.71

START

EASTING

2,940,879.34

2,940,740.55

2,940,551.21

2,940,424.56

2,940,343.06

END

STATION

1+43.50

3+32.85

5+21.28

6+50.88

7+63.47

END

NORTHING

721,304.53

721,304.00

721,164.48

721,063.71

720,970.89

END

EASTING

2,940,740.55

2,940,551.21

2,940,424.56

2,940,343.06

2,940,279.34

LINE TABLE: LPSTD ALIGNMENTS FOR SITE 5 & 6

LINE #

LENGTH

159.89'

270.68'

340.42'

106.51'

153.32'

185.39'

DIRECTION

178° 21' 06.6"

167° 27' 03.9"

164° 29' 01.5"

166° 37' 51.9"

157° 29' 38.2"

145° 51' 04.2"

START

STATION

0+00.00

1+59.89

4+30.57

7+70…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 20, 2023.