Drawings_W912EE19B0016.pdf

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SOLICITATION NO.:

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ISSUE DATE:

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RIVER MILE 316.5

REVETMENT & LEVEE REPAIR

RED RIVER, GARLAND CITY REVETMENT

RED RIVER BELOW DENISON DAM, MILLER COUNTY, AR

VICKSBURG DISTRICT

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W912EE-19-B-0016

PROJECT LOCATION

30 FT ACCESS

30 FT ACCESS

HWY 381

HWY 381

U S H

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RED R

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RED

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GARLAND CITY, AR

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SCALE: 1" = 800' 0 800' 1600'

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GENERAL CROSS-REFERENCING SYMBOLS

ABBREVIATIONS

EACH VIEW)

(CENTERED UNDER

VIEW SUBTITLE

SAME DRAWING

VIEW SHOWN ON

SECTION CUT W/

ANOTHER DRAWING

VIEW SHOWN ON

SECTION CUT W/

SAME DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

ANOTHER DRAWING

VIEW SHOWN ON

DETAIL SYMBOL W/

FRONT SIDE

SECTION

ELEVATION

TOP

C-501

EXIST

MAX

MIN

TYP

EXISTING

FAR FACE

INSIDE FACE

MAXIMUM

MINIMUM

MISCELLANEOUS

NEAR FACE

OUTSIDE FACE

ON CENTER

TOP AND BOTTOM

TYPICAL

UNLESS NOTED OTHERWISE

UNDERGROUND

APPROXIMATE

ALTERNATE WITH

ALUMINUM

BOTTOM

CURB & GUTTER

CONSTRUCTION JOINT

CONCRETE

DIAMETER

EACH FACE

BOT

C/L

C&G

ELEVATION

EACH WAY

DRAWINGDWG

HEIGHT

NUMBER

SAN SANITARY

SPECIFICATIONS

* UNLESS OTHERWISE NOTED ON EACH SHEET

APPROX

ALT W/

ALUM

CENTER LINE

CLR CLEAR

CJ

CONC

DIA

EF

EL

EW

FF

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IF

MISC

NF

OF

NO

OC

SPEC

T&B

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UGND

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LONG

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SCALE:

SUPPLEMENTAL INFORMATION

DETAIL/SECTION

D5

SCALE:

D5 DETAIL/SECTION

SUPPLEMENTAL INFORMATION

C-102

C-302

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON SAME

SECTION/DETAIL

SECTION/DETAIL)

(CENTERED UNDER

DRAWING

TITLE ON ANOTHER

SECTION/DETAIL

A A

AZ. AZIMUTH

FT FOOT

ROW RIGHT OF WAY

PROP PROPOSED

IR IRON ROD

PP POWER POLE

ST STONE TIEBACK

TB TOP BANK

B/L BASELINE

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768.94 142°23'47.85"

584.85 139°31'42.19"1

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LEGEND

"B" STONE

TOP OF STONE REVETMENT

CENTERLINE OF STONE REVETMENT

TOE OF STONE REVETMENT

SURVEY BASELINE

"C" STONE

SHEET KEYNOTES

DOCK WITH FOUR WATER PUMPS4.

EXISTING BUILDING3.

WATER VALVE2.

POWER POLE/GUY WIRE1.

EXCAVATE TO GRADE AND SECTION

EXISTING DIKE

ALL UTILITIES ARE TO BE LEFT IN PLACE AND UNDISTURBED.10.

G-601.

FOR CONTROL LINE DATA, INCLUDING REVETMENT ALIGNMENT, SEE SHEET 9.

BASELINE.

STATIONS INDICATED ON THE PLAN AND CROSS SECTIONS ARE FROM THE

ALL PROFILE STATION REFERS TO THE REVETMENT CENTERLINE, WHILE THE 8.

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 7.

THIS PROJECT AS SHOWN ON SHEET G-601.

CONTRACTOR SHALL USE THE COORDINATES AND DATUM ESTABLISHED FOR 6.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 5.

VERTICAL REFERENCE SYSTEM; NAVD 88.4.

83 (2011).

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, ARKANSAS SOUTH, NAD 3.

ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.2.

FOR TYPICAL DETAILS, SEE SHEET C-501.1.

GENERAL NOTES

EXISTING GROUND

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00

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VERTICAL SCALE: 1" = 20'

B /L S

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GARLAND CITY REVETMENT REPAIR - REVETMENT SITE PLAN

GARLAND CITY REVETMENT REPAIR - REVETMENT PROFILE

T B

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AS ADVERTISE

W

R1

R2

APPROX. WATER'S EDGE

REVETMENT

TIE TO EXISTING

ROW-1

ROW-2

REVETMENT TOE

EXISTING ROAD

TOP BANK

SURVEY BASELINE

ACCESS ROAD

EXISTING DI

KE 1

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B/L STA. 0+00.00

ELEV. 228.886

IR GAR-9 (GPS 2017)

B/L STA. 7+68.94

ELEV. 231.030

IR GAR-8 (GPS 2017)

(SEE DETAIL A1, C-501)

AND SECTION

EXCAVATE TO GRADE

EXISTING DIKE

(SEE DETAIL A6, C-501)

5 FT CROWN WIDTH

C REVETMENT EXTENSION

TOP OF REVETMENT = ELEV 205.0 FT

200 200

215 220

230230

5 FT. CROWN WIDTH

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FLOW

L

715.92

91°46'42.26"

.26

70° 15'

32.

07"

482.

76°1 2'25 .18"

R3

R4

R5

L1

L2

L3

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C TIEBACK

ROW-5

ROW-4

ROW-3

REVETMENT TOE

SURVEY BASELINE

EXISTING ROAD

TOP BANK

ACCESS ROAD

1 1

E X

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T

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T A .0

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B /L S

T A .7

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B /L S

T A .5

°4

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.6

B /L S

T A .2

°4

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.6

B /L S

T A .0

°1

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B /L S

T A .8

°2

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B /L S

T A .7

'2

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B /L S

T A .7

°4

'2

.6

B /L S

T A . 2

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B /L S

T A . 2

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°5

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B /L S

T A . 2

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°5

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B /L S

T A . 2

.9

°5

'2

.9

B/L STA. 30+11.85

ELEV. 232.767

IR GAR-4 (GPS 2017)

B/L STA. 25+28.98

ELEV. 230.998

IR GAR-5 (GPS 2017)

B/L STA. 13+53.79

ELEV. 241.480

IR GAR-7 (GPS 2017)

B/L STA. 20+69.71

ELEV. 242.032

IR GAR-6 (GPS 2017)

(SEE DETAIL A1, C-501)

AND SECTION

EXCAVATE TO GRADE

EXISTING DIKE

(SEE DETAIL A1, C-501)

AND SECTION

EXCAVATE TO GRADE

EXISTING DIKE

(SEE DETAIL A6, C-501)

5 FT CROWN WIDTH

C REVETMENT EXTENSION

(SEE DETAIL D4, C-501)

WITH STONE FILL

PEAKED STONE TOE DIKE

C 10 TONS/FT LONGITUDINAL

B /L S

T A .2

°5

'1 .0

M A T C

H L

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E

.2

LEGEND

"B" STONE

TOP OF STONE REVETMENT

CENTERLINE OF STONE REVETMENT

TOE OF STONE REVETMENT

SURVEY BASELINE

"C" STONE

SHEET KEYNOTES

DOCK WITH FOUR WATER PUMPS4.

EXISTING BUILDING3.

WATER VALVE2.

POWER POLE/GUY WIRE1.

EXCAVATE TO GRADE AND SECTION

EXISTING DIKE

ALL UTILITIES ARE TO BE LEFT IN PLACE AND UNDISTURBED.10.

G-601.

FOR CONTROL LINE DATA, INCLUDING REVETMENT ALIGNMENT, SEE SHEET 9.

BASELINE.

STATIONS INDICATED ON THE PLAN AND CROSS SECTIONS ARE FROM THE

ALL PROFILE STATION REFERS TO THE REVETMENT CENTERLINE, WHILE THE 8.

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 7.

THIS PROJECT AS SHOWN ON SHEET G-601.

CONTRACTOR SHALL USE THE COORDINATES AND DATUM ESTABLISHED FOR 6.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 5.

VERTICAL REFERENCE SYSTEM; NAVD 88.4.

83 (2011).

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, ARKANSAS SOUTH, NAD 3.

ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.2.

FOR TYPICAL DETAILS, SEE SHEET C-501.1.

GENERAL NOTES

EXISTING GROUND

L

10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00

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TOP OF REVETMENT = ELEV 205.0 FT

CENTERLINE STATIONING

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D1

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.8

GARLAND CITY REVETMENT REPAIR - REVETMENT SITE PLAN

GARLAND CITY REVETMENT REPAIR - REVETMENT PROFILE

W E

E -1

-B -0

T B

D

T B

D

WW

W

WW

5 FT CROWN WIDTH

C TIEBACKL

1V:5H

200 200

215 220

230230

LONGITUDINAL PEAKED STONE TOE DIKE

S O

L

IC

IT

A T

IO

N N

O

D E

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IG

N E

D B

Y

D E

S C

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M A

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S

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S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

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Y

IS

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A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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RED RIVER

FLOW

R3

R4

R5

L1

L2

L3

E X

IS

T

IN

G D

IK

E

APPROX. WATER'S EDGE

5 FT CROWN WIDTH

C TIEBACK

ROW-5

ROW-4

ROW-3

REVETMENT TOE

SURVEY BASELINE

EXISTING ROAD

TOP BANK

ACCESS ROAD

1 1

E X

IS

T

IN

G D

IK

E

B/L STA. 30+11.85

ELEV. 232.767

IR GAR-4 (GPS 2017)

B /L S

T A .6

°3

'4 .8

B/L STA. 25+28.98

ELEV. 230.998

IR GAR-5 (GPS 2017)

B/L STA. 13+53.79

ELEV. 241.480

IR GAR-7 (GPS 2017)

B/L STA. 20+69.71

ELEV. 242.032

IR GAR-6 (GPS 2017)

(SEE DETAIL A1, C-501)

AND SECTION

EXCAVATE TO GRADE

EXISTING DIKE

(SEE DETAIL A1, C-501)

AND SECTION

EXCAVATE TO GRADE

EXISTING DIKE

(SEE DETAIL A6, C-501)

5 FT CROWN WIDTH

C REVETMENT EXTENSION

(SEE DETAIL D4, C-501)

WITH STONE FILL

PEAKED STONE TOE DIKE

C 10 TONS/FT LONGITUDINAL

B /L S

T A .8

°3

'4 .8

B /L S

T A .3

°2

'2 .0

B /L S

T A .2

°5

'2

.6

B /L S

T A .4

'2

.1

B /L S

T A . 2

.3

°4

'2

.6

B /L S

T A . 2

.6

°3

'2

.3

B /L S

T A . 2

.8

°3

'2

.3

B /L S

T A .2

°5

'1 .0

M A T C

H L

IN

E

.2

LEGEND

"B" STONE

TOP OF STONE REVETMENT

CENTERLINE OF STONE REVETMENT

TOE OF STONE REVETMENT

SURVEY BASELINE

"C" STONE

SHEET KEYNOTES

DOCK WITH FOUR WATER PUMPS4.

EXISTING BUILDING3.

WATER VALVE2.

POWER POLE/GUY WIRE1.

EXCAVATE TO GRADE AND SECTION

EXISTING DIKE

ALL UTILITIES ARE TO BE LEFT IN PLACE AND UNDISTURBED.10.

G-601.

FOR CONTROL LINE DATA, INCLUDING REVETMENT ALIGNMENT, SEE SHEET 9.

BASELINE.

STATIONS INDICATED ON THE PLAN AND CROSS SECTIONS ARE FROM THE

ALL PROFILE STATION REFERS TO THE REVETMENT CENTERLINE, WHILE THE 8.

THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.

LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH

SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 7.

THIS PROJECT AS SHOWN ON SHEET G-601.

CONTRACTOR SHALL USE THE COORDINATES AND DATUM ESTABLISHED FOR 6.

SURVEY CONTROL ARE AVAILABLE UPON REQUEST.

GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 5.

VERTICAL REFERENCE SYSTEM; NAVD 88.4.

83 (2011).

HORIZONTAL COORDINATE SYSTEM: STATE PLANE, ARKANSAS SOUTH, NAD 3.

ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.2.

FOR TYPICAL DETAILS, SEE SHEET C-501.1.

GENERAL NOTES

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50

E L E

V A

T

IO

N

E L E

V A

T

IO

N

TOP OF REVETMENT = ELEV 210.0 FT

EXISTING GROUND

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:52:21 PM 8/8/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 316 - R - Garland City Revetment Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/GCRR_C-10

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A2 100' 200'0HORIZONTAL SCALE: 1" = 100'

VERTICAL SCALE: 1" = 20'

D1

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

N

GARLAND CITY REVETMENT REPAIR - LONGITUDINAL PEAKED STONE TOE DIKE SITE PLAN

GARLAND CITY REVETMENT REPAIR - LONGITUDINAL PEAKED STONE TOE DIKE PROFILE

W E

E -1

-B -0

T B

D

T B

D

P L

A N P

R O

F

IL

E

L P

S T

D

B /L S

T A .6

T

O S

T A .8

WW

W

WW

L

IC

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A T

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N N

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D E

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IG

N E

D B

Y

D E

S C

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S U

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T E

D B

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D A

T E

C O

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R A

C T N

O

C H

E C

K E

D B

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D R

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C

D

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SHEET ID

®of Engineers

US Army Corps

U .S

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M Y C

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V A

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-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450

E L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450

E L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450

E L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450

TIE TO EXISTING REVETMENT

NO WORK

EXISTING GROUNDL

L

L

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

B/L STA. 4+74.34

AZ. 47°49'31.64"

B/L STA. 3+65.82

AZ. 49°19'05.74"

B/L STA. 2+65.68

AZ. 49°19'05.74"

B/L STA. 1+65.54

AZ. 49°19'05.74"

LEGEND

EXISTING GROUND

LONGITUDINAL PEAKED STONE TOE DIKE

CENTERLINE OF REVETMENT OR

"B" STONE

"C" STONE

STATION, BUT NOT SHOWN BECAUSE OF THE SKEW OF THE SECTION.

FILL. THE STONE REVETMENT IS STILL BEING CONSTRUCTED AT THIS

OF WORK FOR THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE

SECTIONS 15+74.62 AND 23+49.85 HAVE BEEN ADDED TO SHOW THE LIMITS 5.

SEE C-101 -- 102 FOR CROSS SECTION CUT LINES.4.

SECTIONS ARE CUT LOOKING UPSTATION AND DOWNSTREAM.3.

VERTICAL REFERENCE SYSTEM; NAVD 88.2.

FOR TYPICAL DETAILS, SEE SHEET C-501.1.

GENERAL NOTES

EXCAVATE TO GRADE AND SECTION

EXISTING DIKE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:52:29 PM 8/8/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 316 - R - Garland City Revetment Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/GCRR_C-30

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A1

SCALE: 1" = 30' 30' 60'0

C R

O S

S S

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T

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N S

B /L S

T A .5

T

O S

T A .3

CROSS SECTIONS -- B/L STA. 1+65.54 TO STA. 4+74.34

W E

E -1

-B -0

T B

D

T

L

IC

IT

A T

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N N

O

D E

S

IG

N E

D B

Y

D E

S C

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IP

T

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N

A

M A

R K

S

IZ

E

S U

B M

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T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

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U E D

A T

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B

C

D

E

F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

F E

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E L E

V A

T

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N

-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440 -450

E L E

V A

T

IO

N

-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480

E

L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480-490-500

E L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480-490-500-510-520-530-540

L

L

L

L

EL. 186 FT

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

B/L STA. 9+80.93

AZ. 32°32'47.69"

B/L STA. 8+49.68

AZ. 36°21'58.68"

B/L STA. 7+22.01

AZ. 40°11'09.67"

B/L STA. 5+96.96

AZ. 44°00'20.65"

LEGEND

EXISTING GROUND

LONGITUDINAL PEAKED STONE TOE DIKE

CENTERLINE OF REVETMENT OR

"B" STONE

"C" STONE

STATION, BUT NOT SHOWN BECAUSE OF THE SKEW OF THE SECTION.

FILL. THE STONE REVETMENT IS STILL BEING CONSTRUCTED AT THIS

OF WORK FOR THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE

SECTIONS 15+74.62 AND 23+49.85 HAVE BEEN ADDED TO SHOW THE LIMITS 5.

SEE C-101 -- 102 FOR CROSS SECTION CUT LINES.4.

SECTIONS ARE CUT LOOKING UPSTATION AND DOWNSTREAM.3.

VERTICAL REFERENCE SYSTEM; NAVD 88.2.

FOR TYPICAL DETAILS, SEE SHEET C-501.1.

GENERAL NOTES

EXCAVATE TO GRADE AND SECTION

EXISTING DIKE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:52:34 PM 8/8/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 316 - R - Garland City Revetment Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/GCRR_C-30

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T A .9

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T A .9

CROSS SECTIONS -- B/L STA. 5+96.96 TO STA. 9+80.93

W E

E -1

-B -0

T B

D

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A T

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N N

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D E

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N E

D B

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D E

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M A

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S

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T E

D B

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D A

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C O

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C T N

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C H

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C

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U .S

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0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480-490-500-510-520-530-540-550-560-570-580-590-600

E L E

V A

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0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480-490-500-510-520-530-540-550-560-570-580-590-600

E L E

V A

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N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480-490-500-510-520-530-540-550-560-570-580-590-600-610-620-630-640

E L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480-490-500-510-520-530-540-550-560-570-580-590-600

L

L

L

L

EL. 190 FT

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

B/L STA. 14+86.04

AZ. 24°08'23.61"

B/L STA. 13+20.23

AZ. 29°52'10.09"

B/L STA. 12+10.01

AZ. 30°18'39.7"

B/L STA. 11+04.11

AZ. 30°18'39.7"

LEGEND

EXISTING GROUND

LONGITUDINAL PEAKED STONE TOE DIKE

CENTERLINE OF REVETMENT OR

"B" STONE

"C" STONE

STATION, BUT NOT SHOWN BECAUSE OF THE SKEW OF THE SECTION.

FILL. THE STONE REVETMENT IS STILL BEING CONSTRUCTED AT THIS

OF WORK FOR THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE

SECTIONS 15+74.62 AND 23+49.85 HAVE BEEN ADDED TO SHOW THE LIMITS 5.

SEE C-101 -- 102 FOR CROSS SECTION CUT LINES.4.

SECTIONS ARE CUT LOOKING UPSTATION AND DOWNSTREAM.3.

VERTICAL REFERENCE SYSTEM; NAVD 88.2.

FOR TYPICAL DETAILS, SEE SHEET C-501.1.

GENERAL NOTES

EXCAVATE TO GRADE AND SECTION

EXISTING DIKE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:52:40 PM 8/8/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 316 - R - Garland City Revetment Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/GCRR_C-30

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SCALE: 1" = 30' 30' 60'0

C R

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/L S

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CROSS SECTIONS -- B/L STA. 11+04.11 TO STA. 14+86.04

W E

E -1

-B -0

T B

D

T

5 FT CROWN WIDTH - STONE TIEBACK

O

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F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E L E

V A

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IO

N

-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480-490-500-510-520-530-540-550-560

E L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480-490-500-510-520-530-540

E L E

V A

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N

-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480-490-500-510-520

L

L

E L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480-490-500-510-520-521

L

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

L

EL. 181 FT

EL. 181 FT

EL. 181 FT

EL. 181 FT

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

TIE FROM STONE REVETMENT TO LPSTD

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

B/L STA. 19+14.26

AZ. 08°49'28.62"

B/L STA. 17+86.53

AZ. 12°40'50.65"

B/L STA. 16+40.79

AZ. 18°24'37.13"

B /L S

T A .2

B /L S

T A .4

B/L STA. 20+15.02

AZ. 06°15'13.59"

LEGEND

EXISTING GROUND

LONGITUDINAL PEAKED STONE TOE DIKE

CENTERLINE OF REVETMENT OR

"B" STONE

"C" STONE

STATION, BUT NOT SHOWN BECAUSE OF THE SKEW OF THE SECTION.

FILL. THE STONE REVETMENT IS STILL BEING CONSTRUCTED AT THIS

OF WORK FOR THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE

SECTIONS 15+74.62 AND 23+49.85 HAVE BEEN ADDED TO SHOW THE LIMITS 5.

SEE C-101 -- 102 FOR CROSS SECTION CUT LINES.4.

SECTIONS ARE CUT LOOKING UPSTATION AND DOWNSTREAM.3.

VERTICAL REFERENCE SYSTEM; NAVD 88.2.

FOR TYPICAL DETAILS, SEE SHEET C-501.1.

GENERAL NOTES

EXCAVATE TO GRADE AND SECTION

EXISTING DIKE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:52:46 PM 8/8/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 316 - R - Garland City Revetment Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/GCRR_C-30

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A C

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C-304

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E R B

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L E

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A R

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IP

P I

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IL

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B U

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T R

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A1

SCALE: 1" = 30' 30' 60'0

C R

O S

S S

E C

T

IO

S

T A .7

T

O S

T A .0

CROSS SECTIONS -- B/L STA. 16+40.79 TO STA. 20+15.02

W E

E -1

-B -0

T B

D

T

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

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IP

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M A

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S

IZ

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S U

B M

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T E

D B

Y

D A

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C O

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R A

C T N

O

C H

E C

K E

D B

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D R

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Y

IS

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U E D

A T

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C

D

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®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

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E L E

V A

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N

-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420-430-440-450-460-470-480

E L E

V A

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0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380-390-400-410-420

E L E

V A

T

IO

N

-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320

E L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360-370-380

L

L

L

L

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

EL. 186 FT

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

B/L STA. 22+53.83

AZ. 05°29'39.33"

B/L STA. 21+21.78

AZ. 08°49'28.62"

B/L STA. 25+01.49

AZ. 357°51'17.36"

B/L STA. 23+56.76

AZ. 01°40'28.35"

LEGEND

EXISTING GROUND

LONGITUDINAL PEAKED STONE TOE DIKE

CENTERLINE OF REVETMENT OR

"B" STONE

"C" STONE

STATION, BUT NOT SHOWN BECAUSE OF THE SKEW OF THE SECTION.

FILL. THE STONE REVETMENT IS STILL BEING CONSTRUCTED AT THIS

OF WORK FOR THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE

SECTIONS 15+74.62 AND 23+49.85 HAVE BEEN ADDED TO SHOW THE LIMITS 5.

SEE C-101 -- 102 FOR CROSS SECTION CUT LINES.4.

SECTIONS ARE CUT LOOKING UPSTATION AND DOWNSTREAM.3.

VERTICAL REFERENCE SYSTEM; NAVD 88.2.

FOR TYPICAL DETAILS, SEE SHEET C-501.1.

GENERAL NOTES

EXCAVATE TO GRADE AND SECTION

EXISTING DIKE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:52:51 PM 8/8/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 316 - R - Garland City Revetment Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/GCRR_C-30

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SCALE: 1" = 30' 30' 60'0

C R

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S S

E C

T

IO

S

T A .7

T

O S

T A .4

CROSS SECTIONS -- B/L STA. 21+21.78 TO STA. 25+01.49

W E

E -1

-B -0

T B

D

T

L

IC

IT

A T

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N N

O

D E

S

IG

N E

D B

Y

D E

S C

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IP

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A

M A

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S

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S U

B M

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T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

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D R

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N B

Y

IS

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U E D

A T

E

B

C

D

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F

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2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

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E L E

V A

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N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

E L E

V A

T

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N

-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280

E L E

V A

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N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280

L

L

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

TIE TO EXISTING GROUND

NO WORK

5 FT CROWN WIDTH

C STONE REVETMENT

5 FT CROWN WIDTH

C STONE REVETMENT

B/L STA. 27+11.36

AZ. 355°55'29.94"

B/L STA. 26+09.90

AZ. 355°55'29.94"

B/L STA. 27+65.85

AZ. 355°55'29.94"

LEGEND

EXISTING GROUND

LONGITUDINAL PEAKED STONE TOE DIKE

CENTERLINE OF REVETMENT OR

"B" STONE

"C" STONE

STATION, BUT NOT SHOWN BECAUSE OF THE SKEW OF THE SECTION.

FILL. THE STONE REVETMENT IS STILL BEING CONSTRUCTED AT THIS

OF WORK FOR THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE

SECTIONS 15+74.62 AND 23+49.85 HAVE BEEN ADDED TO SHOW THE LIMITS 5.

SEE C-101 -- 102 FOR CROSS SECTION CUT LINES.4.

SECTIONS ARE CUT LOOKING UPSTATION AND DOWNSTREAM.3.

VERTICAL REFERENCE SYSTEM; NAVD 88.2.

FOR TYPICAL DETAILS, SEE SHEET C-501.1.

GENERAL NOTES

EXCAVATE TO GRADE AND SECTION

EXISTING DIKE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:52:57 PM 8/8/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 316 - R - Garland City Revetment Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/GCRR_C-30

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SCALE: 1" = 30' 30' 60'0

C R

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T A .9

T

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T A .8

CROSS SECTIONS -- B/L STA. 26+09.90 TO STA. 27+11.36

W E

E -1

-B -0

T B

D

T

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C O

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C T N

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IS

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A T

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B

C

D

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SHEET ID

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U .S

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V A

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00-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300-310-320-330-340-350-360

E L E

V A

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0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260-270-280-290-300

E L E

V A

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0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240-250-260

E L E

V A

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N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220-230-240

E L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

E L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

E L E

V A

T

IO

N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

E L E

V A

T

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N

0-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

STONE TOE DIKE

C LONGITUDINAL PEAKEDL

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

STA. 15+74.62

AZ. 26°37'49.88"

STA. 16+84.82

AZ. 26°37'49.88"

STA. 18+16.30

AZ. 20°24'21.09"

STA. 19+47.22

AZ. 10°51'23.62"

STA. 20+71.40

AZ. 01°18'26.15"

STA. 21+96.32

AZ. 351°45'28.68"

STA. 23+07.69

AZ. 345°36'22.39"

STA. 23+49.85

AZ. 345°36'22.39"

LEGEND

EXISTING GROUND

LONGITUDINAL PEAKED STONE TOE DIKE

CENTERLINE OF REVETMENT OR

"B" STONE

"C" STONE

STATION, BUT NOT SHOWN BECAUSE OF THE SKEW OF THE SECTION.

FILL. THE STONE REVETMENT IS STILL BEING CONSTRUCTED AT THIS

OF WORK FOR THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE

SECTIONS 15+74.62 AND 23+49.85 HAVE BEEN ADDED TO SHOW THE LIMITS 5.

SEE C-101 -- 102 FOR CROSS SECTION CUT LINES.4.

SECTIONS ARE CUT LOOKING UPSTATION AND DOWNSTREAM.3.

VERTICAL REFERENCE SYSTEM; NAVD 88.2.

FOR TYPICAL DETAILS, SEE SHEET C-501.1.

GENERAL NOTES

EXCAVATE TO GRADE AND SECTION

EXISTING DIKE

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:53:02 PM 8/8/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 316 - R - Garland City Revetment Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/GCRR_C-30

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CROSS SECTIONS (LPSTD) -- B/L STA. 15+74.62 TO STA. 23+49.85

/L S

T A .6

T

O S

T A .8

W E

E -1

-B -0

T B

D

T B

D

C R

O S

S S

E C

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L P

S T

5'

VARIES

V A

R

IE

S

5'

S O

L

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N N

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D E

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D A

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C O

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C T N

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B

C

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U .S

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SLOPE OF NATURAL REPOSE

SLOPE OF NATURAL REPOSE

EXISTING GROUND

EL. 205 FT

L

5 FT CROWN WIDTH

C "B" STONE REVETMENT

1V : 3H

EXISTING GROUND

SLOPE OF NATURAL REPOSE

EL. 210 FT

L

TIE TO TOP BANK ELEV.

NO SLOPE

PEAKED STONE TOE DIKE

C "C" STONE LONGITUDINAL

"C" STONE FILL

TOP BANK

SLOPE OF NATURAL REPOSE

SLOPE OF NATURAL REPOSE

EXISTING GROUND

EL. 205 FT

1V 1.

5H

AND RELOCATED ALONG PROPOSED ALIGNMENT

EXISTING DIKE TO BE CLEARED, GRUBBED, EXCAVATED

L

5 FT CROWN WIDTH

C "B" STONE REVETMENT

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TYPICAL SECTION - LONGITUDINAL PEAKED STONE DIKE WITH STONE FILL

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TYPICAL SECTION - RELOCATED 5 FT CROWN WIDTH STONE REVETMENT TYPICAL SECTION - 5 FT CROWN WIDTH STONE REVETMENT

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30 FT ACCESS ROAD

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RED RIVER

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GAGE INFORMATION

available.

Engineer District, Vicksburg. Gaps in the stage hydrograph indicate no reading

A more complete history of river stages is available from the U. S. Army patterns that might be inferred.

upon vagaries of nature and may differ drastically at any time from any historical that future water stages, despite any apparent historical patterns, are dependent future water stages. The successful offeror is expected to understand the fact

These hydrographs depict historical fact only, and no prediction is intended as to

Note:

1989 1990 1991 1992 1993 1994 1995 1996 1997 1998

1999 2000 2001 2002 2003 2004 2005 2006 2007 2008

2009 2010 2011 2012 2013 2014 2015 2016 2017 2018

S T

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DISTRICT: VICKSBURG

BASIN: RED RIVER BASIN

GAGE NAME: RED RIVER @ FULTON, AR

GAGE ZERO: 224.94 FT N.G.V.D. 29

RIVER MILE: 345.5

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:53:27 PM 8/8/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 316 - R - Garland City Revetment Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/GCRR_X-20

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D E

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GAGE INFORMATION

available.

Engineer District, Vicksburg. Gaps in the stage hydrograph indicate no reading

A more complete history of river stages is available from the U. S. Army patterns that might be inferred.

upon vagaries of nature and may differ drastically at any time from any historical that future water stages, despite any apparent historical patterns, are dependent future water stages. The successful offeror is expected to understand the fact

These hydrographs depict historical fact only, and no prediction is intended as to

Note:

1995 1996 1997 1998 1999 2000 2001 2002 2003 2004

2005 2006 2007 2008 2009 2010 2011 2012 2013 2014

2015 2016 2017 2018 2019 2020 2021 2022 2023 2024

S T

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DISTRICT: VICKSBURG

BASIN: RED RIVER BASIN

GAGE NAME: RED RIVER @ SPRING BANK, AR

RIVER MILE: 281.9

GAGE ZERO: 160.44 FT N.G.V.D. 29

DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg3:53:31 PM 8/8/2019 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/RM 316 - R - Garland City Revetment Repair/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/GCRR_X-20

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