A21_-_W912P818B0022,_Plans_1.pdf

PDF 9 MB Posted Aug 8, 2018

Attached to: Calcasieu Dredging Maintenance FY18, Mile 5. 0 to 17. 0, Including Beneficial Use within SNWR & Devil's Elbow (ED-17-052)
Solicitation number: W912P818B0022
Issued by: Department of the Army Corps of Engineers Engineering District New Orleans

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Copy_of_Abstract18B0022-ALT1+ALT2.xlsx	XLSX spreadsheet	Sep 17, 2018
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W912P818B0022_Bid_Abstract_ALT_2.docx	DOCX document	Sep 11, 2018
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A21_-_W912P818B0022-0003.pdf	PDF	Sep 7, 2018
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A21_-_W912P818B0022-0002.pdf	PDF	Aug 30, 2018
A21_-_W912P818B0022,_Plans_2.pdf	PDF	Aug 8, 2018
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:1 of Engineers US Army Corps

New Orleans District

G-01

CALCASIEU RIVER AND PASS, LA

G -0

C O

V E

R S

H E

E T

CALCASIEU AND CAMERON PARISHES, LA.

AND DEVIL'S ELBOW

INCLUDING BENEFICIAL USE WITHIN SABINE NATIONAL WILDLIFE REFUGE

MILE 5.0 TO MILE 17.0

MAINTENANCE DREDGING FY18

AUGUST 2018

M A

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IDENTIFICATION

SHEET

NEW ORLEANS DISTRICT

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®of Engineers

US Army Corps

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-4

W P -1

-B

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N D D

E V

'S E

L B

O W

C A

L C

A S

U R

E R A

N D P

A S

S L

SHEET LEGEND:

LAKE CHARLES

WEST LAKE

I-10

I-210

PRIEN

SULPHUR

TEXAS

ARKANSAS

MISSISSIPPI

SHREVEPORT

MONROE

JACKSON

LAKE CHARLES

BATON ROUGE

NEW ORLEANS

LOUISIANA

MORGAN CITY

ALEXANDRIA

NATCHEZ

PONTCH.

LAKE

R E D R

E R

O U

A C

A R

E R

P I R

E R

MISSISSIPPI RIVER

A T

C H

A F

A L

A Y

A R

E R

LOCATION

PROJECT

DEVIL'S ELBOW

N.T.S

LOCATION MAP

CAMERON

CREOLE

CALCASIEU LAKE

GULF OF MEXICO

CARLYSS

CALCASIEU RIVER SHIP CHANNEL

DEATONVILLE

GIWW

0 20000'10000'

SCALE

G-02

Y A

N D L

O C

A T

N M

A P

CAMERON PARISH

CALCASIEU PARISH

PROJECT GAGES

VICINITY MAP

HACKBERRY GAGE (73600)

HACKBERRY

AKEPR

LAKE

MOSS

C -0

G -0

O C

A T

N A

N D V

A P

RIVER MILE #

C -0

C -1

C -0

C-01

SABINE NATURAL WILDLIFE REFUGE

C-11

C-12

C-13

DEVIL'S ELBOW GAGE (73585)

LONG POINT GAGE (73615)

ST JOHN ISLAND GAGE (73625)

CAMERON GAGE (73650)

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IDENTIFICATION

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®of Engineers

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G-03

MAX.

MIN.

MAXIMUM

MINIMUM

APPROXIMATE

VERTICAL

STATION

* UNLESS OTHERWISE NOTED ON EACH SHEET

EL.

ELEVATION

EXIST. EXISTING

H HORIZONTAL

STA.

FEET

N.T.S. NOT TO SCALE

COVER SHEETG-01

GENERAL NOTES:

C/L CENTERLINE

BASELINEB/L

BOTTOM EDGE OF CUT

SF SQUARE FEET

(+/-) APPROXIMATE

AC ACRE

APPROX.

LF LINEAR FEET

G-02

G-03

G-04

C-01

PROJECT LOCATION AND VICINITY MAP

C-02

C-03

C-04

C-05

C-06

C-07

C-08

SHEET # SHEET NAME

INDEX OF DRAWINGS

ABBREVIATIONS

GENERAL LEGEND

* UNLESS OTHERWISE NOTED ON EACH SHEET

B.E.C.

P.C.

P.I.

P.T.

POINT OF INTERSECTION

POINT OF CURVATURE

POINT OF TANGENCYDRAWINGDWG

D.O.C. DEGREE OF CURVATURE

POINT OF BEGINNINGP.O.B

P.O.E POINT OF END

GB GREEN BEACON

RB RED BEACON

C-09

C-10

C-11

C-12

CHANNEL CENTERLINE

BOTTOM EDGE OF CUT (B.E.C.)

CDF CONFINED DISPOSAL FACILITY

TANGENT LINE

PROPOSED PIPELINE

EXISTING PIPELINE

EXISTING GAS PIPELINE

TRANSMISSION TOWER

GAGE

OVERHEAD POWER LINE

EASTINGX

NORTHINGY

P.I., P.C., AND P.T. LOCATION IDENTIFIER

PL. PIPELINE

G-05

TABULATIONS, CHANNEL C/L COORDINATES AND CURVE DATA

MAIN CHANNEL DREDGE CUT TEMPLATES

G A

G E

A N

D G

E N

E R

A L N

O T

E S

E X L E

G E

N D

A B

B R

E V

N S

INDEX, LEGEND, ABBREVIATIONS., GAGES, AND GENERAL NOTES

(73600)

HACKBERRY

(73615)

LONG POINT (DM 72)

(73625)

ST JOHN ISLAND (DM 57)

(73650)

CAMERON

AUTOMATIC GAGE ON CALCASIEU RIVER AT HACKBERRY, LA.

LONG: -93.3338556, LAT: 30.0056583

STAFF GAGE ON DAY MARKER 72

LONG: -93.3385500, LAT: 29.9293444

STAFF GAGE ON DAY MARKER 57

LONG: -93.3496889, LAT: 29.8306917

AUTOMATIC GAGE ON CALCASIEU RIVER PILOTS DOCK, 2 MILES

SW OF CAMERON, LA.

LONG: -93.3478778, LAT: 29.7760361

GAGE DESCRIPTION EL.

TABULATION OF GAGES

AVAILABLE CONFINED DISPOSAL AREA (CDF)

AVAILABLE FORESHORE DIKE DISPOSAL AREA (FDDA)

GREEN BEACON/MARKER

RED BEACON/MARKER

(CDF) - NOT AVAILABLE FOR USE

CONFINED DISPOSAL AREA

PLAN VIEW, STA. 945+00 TO STA. 845+00

PLAN VIEW, STA. 845+00 TO STA. 740+00

PLAN VIEW, STA. 740+00 TO STA. 635+00

G -0

G e n e ra l

N o te s L e g e n d a n d A b rv

(RANGE D)(73585)

DEVIL'S ELBOW STAFF GAGE ON ON DEVIL'S ELBOW NEAR MILE 22.7

LONG: -93.32448, LAT: 30.09612 (SHEET C-01)

C-13

C-14 CROSS SECTION, STA. 290+00 TO STA. 380+00

C-15 CROSS SECTION, STA. 390+00 TO STA. 480+00

C-16

CROSS SECTION, STA. 590+00 TO STA. 680+00C-17

C-18

CROSS SECTION, STA. 790+00 TO STA. 880+00C-19

CROSS SECTION, STA. 890+00 TO STA. 893+60C-20

PLAN VIEW, STA. 635+00 TO STA. 525+00

PLAN VIEW, STA. 525+00 TO STA. 415+00

PLAN VIEW, STA. 415+00 TO STA. 305+00

PLAN VIEW, SNWR BUDMAT-WEIR ALIGNMENT & TYPICAL SECTION

PLAN VIEW, SNWR BUDMAT-MARSH CREATION SITE

PLAN VIEW, SNWR BUDMAT - STAGING AREAS

CROSS SECTION, STA. 690+00 TO STA. 780+00

C-21

CROSS SECTION, STA. 490+00 TO STA. 580+00

DEVIL'S ELBOW CROSS SECTION, STA. 4+00 TO STA. 18+00

DEVIL'S ELBOW CROSS SECTION, STA. 20+00 TO STA. 60+00

DEVIL'S ELBOW CROSS SECTION, STA. 100+00 TO STA. 130+00

C-22

C-23

PLAN VIEW, STA. 1270+00 TO STA. 1145+00 & DEVIL'S ELBOW

PLAN VIEW, STA. 1145+00 TO STA. 1045+00

PLAN VIEW, STA. 1045+00 TO STA. 945+00

PLAN VIEW, STA. 305+00 TO STA. 199+02.70

0=+1.0 M.L.L.W.

0=+1.1 M.L.L.W.

0=+1.2 M.L.L.W.

0=+1.3 M.L.L.W.

0=+0.8 M.L.L.W.

STAFF GAGE ON DAY MARKER 86

0=+0.9 M.L.L.W.

(73595)

DAY MARKER 86 (DM 86)

LONG: -93.3279167, LAT: 30.0481556

C-24

C-25

C-26

C-27

DITCHING & DRAINING - CDF 12B & 13

DITCHING & DRAINING - CDF 17

DITCHING & DRAINING - CDF 22

DITCHING & DRAINING - CDF H

S-01

S-02

SPILL BOX - PROFILE AND SIDE VIEW

SPILL BOX - CROSS SECTIONS

S-03

S-04

S-05

SPILL BOX - CROSS SECTIONS & DETAILS

SPILL BOX - HANDRAIL

S-06 SPILL BOX - PLAN VIEW, SECTIONS, AND DETAILS

73600 0.0' NAVD88 = 1.0' MLLW = 2.0' MLG

73615 0.0' NAVD88 = 1.1' MLLW = 2.1' MLG

73650

73625 0.0' NAVD88 = 1.2' MLLW = 2.2' MLG

0.0' NAVD88 = 1.3' MLLW = 2.3' MLG

73595

73585 0.0' NAVD88 = 0.8' MLLW = 1.8' MLG

0.0' NAVD88 = 0.9' MLLW = 1.9' MLG

GAGE

DATUM RELATIONSHIPS FOR GAGES

DATUM RELATIONSHIPS

SHOWN ARE APPROXIMATE.

A PREVIOUS DREDGING CONTRACT (W912P8-15-C-0058). CENTERLINE STATIONING OF THE PIPELINES

10) PIPELINES: ALL PIPELINE DATA SHOWN WAS UPDATED FROM MARCH 2017 AS-BUILT DATA FROM

CHART 11339, CALCASIEU RIVER AND APPROACHES, DATA PULLED ON APRIL 2017.

9) NAVIGATION AIDS: ALL NAVIGATION AIDS SHOWN ARE IDENTIFIED REFERENCING NOAA

8) AERIAL IMAGES: ALL AERIAL IMAGES SHOWN WERE FLOWN 2017.

CONTRACT SPECIFICATIONS FOR FULL DETAILS AND REQUIREMENTS FOR USED DISPOSAL AREAS.

EFFLUENT DRAINAGE SHALL BE RETURNED TO THE CALCASIEU RIVER SHIP CHANNEL. REFER TO THE

REQUIRE REPAIR/CONSTRUCTION/MAINTENANCE/FORTIFICATION OF RETENTION DIKES. ALL

DREDGE MATERIAL DISPOSAL. ONLY THE CDF(S) AND FDDA(S) USED/ELECTED BY THE CONTRACTOR

FACILITY (CDF) AND FORESHORE DIKE DISPOSAL AREA (FDDA) ARE AVAILABLE FOR PLACEMENT OF

7) DISPOSAL AREAS: ALL HATCHED DISPOSAL AREAS, IDENTIFIED AS CONFINED DISPOSAL

DURING SURVEYS ARE SHOWN ON THIS SHEET (SHOWN BELOW), "TABULATIONS OF GAGES".

SURVEY DATA DATED APRIL 2018, OBTAINED FROM MVN OPERATIONS DIVISION. GAGES USED

6) SURVEYS: EXISTING GROUND ELEVATIONS SHOWN ON ALL CROSS SECTIONS ARE BASED ON

STATE PLANE SOUTH.

SOUTH EXPRESSED IN SURVEY FOOT. ALL XY COORDINATES SHOWN ARE LOUISIANA

HORIZONTAL DATUM - THE HORIZONTAL DATUM IS NAD 1983 STATE PLANE LOUISIANA

VERTICAL DATUM - THE VERTICAL DATUM IS MEAN LOWER LOW WATER (MLLW) AND ARE IN FEET.

5) DATUMS: THE VERTICAL AND HORIZONTAL DATUMS ARE AS FOLLOWS:

4) AZIMUTHS: ALL AZIMUTHS ARE GEODETIC AND ARE SHOWN IN THE SOUTHERN DIRECTION.

3) RIVER MILES: RIVER MILES SHOWN ARE APPROXIMATE AND ARE FOR REFERENCE ONLY.

FOR DREDGING LIMITS REQUIRED FOR THIS CONTRACT.

COORDINATES AND CURVE DATA", AND THE RESPECTIVE PLAN VIEW SHEETS (C-01 THROUGH C-13)

ALIGNMENT COORDINATES ARE SHOWN ON SHEET G-04, "TABULATIONS, CHANNEL CENTERLINE

CENTERLINE, STARTING FROM P.O.B. STA. 0+00. THE ENTIRE CALCASIEU SHIP CHANNEL

2) STATIONING: ALL STATION VALUES ARE ALONG, AND PERPENDICULAR, TO THE CHANNEL

DEVIL'S ELBOW DREDGING LIMIT - STATION 70+00

MAIN CHANNEL LOWER DREDGING LIMIT - STATION 1159+93.56 (APPROX. RIVER MILE 22.0)

MAIN CHANNEL UPPER DREDGING LIMIT - STATION 1210+00 (APPROX. RIVER MILE 23.0)

BASEWORK - DEVIL'S ELBOW

LOWER DREDGING LIMIT - STATION 735+00 (APPROX. RIVER MILE 14.0)

UPPER DREDGING LIMIT - STATION 893+60 (APPROX. RIVER MILE 17.0)

BASEWORK - MILE 14.0 TO MILE 17.0:

LOWER DREDGING LIMIT - STATION 345+00 (APPROX. RIVER MILE 6.5)

UPPER DREDGING LIMIT - STATION 735+00 (APPROX. RIVER MILE 14.0)

DREDGING WITH PLACEMENT WITHIN SNWR BUDMAT SITES - MILE 6.5 TO MILE 14.0:

LOWER DREDGING LIMIT - STATION 290+00 (APPROX. RIVER MILE 5.5)

UPPER DREDGING LIMIT - STATION 345+00 (APPROX. RIVER MILE 6.5)

BASEWORK - MILE 5.5 TO MILE 6.5:

1) LIMITS OF WORK: THE UPPER AND LOWER LIMITS OF DREDGING ARE AS FOLLOWS:

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US Army Corps

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G-04

EASTING (X) NORTHING (Y)POINT TYPE STATION

ALIGNMENT COORDINATES

CALCASIEU SHIP CHANNEL C/L

SHEET #

CURVE #1

CURVE #2

CURVE #3

CURVE #4

CURVE #5

CURVE #6

CURVE #7

CURVE #8

CURVE #9

CURVE #10

CURVE #11

CURVE #12

CURVE #13

CURVE #14

CURVE #15

PI 467053.20 2642602.79

PC 2+20.62 466803.55 2642634.21

CC 467491.38 2648098.22

PT 7+23.51 467304.67 2642594.26

TOTAL CENTRAL ANGLE: RIGHT

FIRST SUBTANGENT DISTANCE:

SECOND SUBTANGENT DISTANCE:

EXTERNAL:

RADIUS:

DELTA:

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:

EXTERNAL:5.75

PI 489280.52 2641848.12

PC 223+36.72 488905.43 2641860.90

CC 489100.51 2647587.14

PT 230+86.26 489654.07 2641884.38

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:12.25

EXTERNAL:12.28

PI 584809.51 2651102.02

PC 1175+44.83 583672.56 2650991.81

CC 584225.07 2645292.00

PT 1197+99.79 585901.73 2650767.57

TOTAL CENTRAL ANGLE: LEFT

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:110.64

EXTERNAL:112.82

PI 589252.61 2649739.57

PC 1223+37.78 588327.91 2650022.55

CC 586651.26 2644543.78

PT 1242+53.79 590033.21 2649168.77

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:

EXTERNAL:81.03

PI 591920.68 2647790.90

PC 1251+85.45 590786.36 2648620.36

CC 592477.35 2650932.84

PT 1277+98.32 593270.92 2648180.16

LENGTH: 2612.87

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:292.76

EXTERNAL:326.09

PI 598806.96 2649776.12

PC 1324+20.50 597712.22 2649460.52

CC 599299.34 2643955.15

PT 1346+69.82 599939.17 2649648.89

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:110.03

EXTERNAL:112.18

PI 607036.02 2648851.69

PC 1406+00.76 605833.04 2648986.87

CC 606042.80 2650853.51

PT 1427+51.41 607656.07 2649891.38

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:299.48

EXTERNAL:356.29

PI 609697.10

PC 1452+45.01 608933.32 2652033.04

CC 611393.78 2650565.68

PT 1479+94.76 611184.26 2653422.80

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:323.63

EXTERNAL:364.85

PI 615455.40 2653728.26

PC 1504+85.01 613668.39 2653597.22

CC 613389.05 2657406.71

PT 1538+35.81 616497.03 2655186.19

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:

EXTERNAL:399.38

PI 625635.90 2667991.16

PC 1689+31.91 625266.41 2667474.00

CC 623712.42 2668584.26

PT 1701+59.04 625621.81 2668626.59

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:97.71

EXTERNAL:102.98

PI 625568.87 2671014.68

PC 1708+06.30 625607.46 2669273.68

CC 629426.52 2669358.35

PT 1740+74.12 626857.77 2672185.70

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:344.14

EXTERNAL:378.21

PI 627810.15 2673051.04

PC 1741+47.95 626912.42 2672235.35

CC 628196.52 2670822.09

PT 1763+09.19 628930.05 2672585.09

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:

EXTERNAL:352.68

PI 630649.56 2671869.65

PC 1769+27.01 629500.46 2672347.76

CC 629759.98 2672971.50

PT 1783+77.45 630424.40 2673093.71

LENGTH: 1450.45

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:

EXTERNAL:740.56

PI 629848.34 2680346.08

PC 1827+04.53 630004.69 2677392.11

CC 631148.86 2677452.67

PT 1854+57.26 631953.71 2678268.15

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:731.94

EXTERNAL:2026.48

PI 633358.08 2676875.50

PC 1860+52.81 632374.26 2677846.48

CC 635193.14 2680702.61

PT 1887+15.21 634731.17 2676716.37

LENGTH:

DEGREE OF CURVATURE (ARC):

TANGENT:

CHORD:

MIDDLE ORDINATE:218.78

EXTERNAL:231.40

5°13'55"

STA.

CURVE #1

CURVE #2

CURVE #3

CURVE #4

CURVE #5

STA.

251.62'

5.75'

5507.13'

502.89'

251.62'

502.71'

5.74

5°13'55"

1°02'25"

7°29'43"

375.30'

12.28'

5729.56'

7°29'43"

749.54'

1°00'00"

375.30'

749.00'

19°09'36"

967.03'

81.03'

5729.58'

19°09'36"

1916.00'

1°00'00"

967.03'

1907.09'

79.90

52°15'27"

1405.23'

326.09'

2864.79'

52°15'27"

2°00'00"

1405.23'

2523.25'

CURVE #6

CURVE #7

CURVE #8

CURVE #9

CURVE #10

CURVE #15

CURVE #11

CURVE #12

CURVE #13

CURVE #14

STA.

22°29'36"

1139.33'

112.18'

5729.58'

22°29'36"

2249.32'

1°00'00"

1139.33'

2234.90'

65°36'02"

1210.55'

356.29'

1878.39'

65°36'02"

2150.65'

3°03'01"

1210.55'

2035.09'

54°59'42"

1491.16'

364.85'

2864.79'

54°59'42"

2749.75'

2°00'00"

1491.16'

2645.41'

50°15'43"

1791.81'

399.38'

3819.72'

50°15'43"

3350.80'

1°30'00"

1791.81'

3244.39'

361.58

22°33'42"

1142.28'

112.82'

22°33'42"

5726.53'

2254.96'

1°00'02"

1142.28'

2240.42'

36°48'50"

635.58'

102.98'

1909.86'

36°48'50"

1227.13'

3°00'00"

635.58'

1206.13'

49°00'50"

1741.43'

378.21'

3819.99'

49°00'50"

3267.82'

1°30'00"

1741.43'

3169.09'

64°50'57"

1212.96'

352.68'

1909.51'

64°50'57"

2161.24'

3°00'02"

1212.96'

2047.72'

297.70

8°28'52"

123°00'49"

1244.60'

740.56'

675.57'

123°00'49"

1244.60'

1187.48'

353.29

137°39'14"

2958.10'

2026.48'

1145.77'

137°39'14"

2752.73'

5°00'02"

2958.10'

2136.85'

38°00'48"

1382.28'

231.40'

4012.92'

38°00'48"

2662.40'

1°25'40"

1382.28'

2613.84'

ALIGNMENT FULL CURVE DATA

CALCASIEU SHIP CHANNEL C/L

0+00.00POB 2642661.81 466584.66

2+20.62PC 2642634.21 466803.55

7+23.51PT 2642594.26 467304.67

199+02.70PI 2641941.00 486472.74

208+09.39PI 2641910.13 487378.90

223+36.72PC 2641860.90 488905.43

230+86.26PT 2641884.38 489654.07

1175+44.83PC 2650991.81 583672.56

1197+99.79PT 2650767.57 585901.73

1223+37.78PC 2650022.55 588327.91

1242+53.79PT 2649168.77 590033.21

1251+85.45PC 2648620.36 590786.36

1277+98.32PT 2648180.16 593270.92

1324+20.50PC 2649460.52 597712.22

1346+69.82PT 2649648.89 599939.17

1406+00.76PC 2648986.87 605833.04

1427+51.41PT 2649891.38 607656.07

1452+45.01PC 2652033.04 608933.32

1479+94.76PT 2653422.80 611184.26

1504+85.01PC 2653597.22 613668.39

1538+35.81PT 2655186.19 616497.03

1689+31.91PC 2667474.00 625266.41

1701+59.04PT 2668626.59 625621.81

1708+06.30PC 2669273.68 625607.46

1740+74.12PT 2672185.70 626857.77

1741+47.95PC 2672235.35 626912.42

1763+09.19PT 2672585.09 628930.05

1769+27.01PC 2672347.76 629500.46

1783+77.45PT 2673093.71 630424.40

1798+81.24PI 2674572.69 630152.37

1827+04.53PC 2677392.11 630004.69

1854+57.26PT 2678268.15 631953.71

1860+52.81PC 2677846.48 632374.26

1887+15.21PT 2676716.37 634731.17

1897+67.84POE 2676595.19 635776.81

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G-05

STA. 862+50.27 TO STA. 869+50.28

200' 200'

C/L

400'

200' 200'

C/L

VARIES

C/L

VARIES

C/L

200' 150'

(N.T.S.)

VARIES (1,000' TRANSITION)

250'

125' 125'

C/L

(N.T.S.)

(490' TRANSITION)

STA. 857+60.27 TO STA. 862+50.27

(410' TRANSITION)

STA. 869+50.28 TO STA. 873+60.28

1V:2.5H

SLO

1V:2.5H

SLO

1V:2.5H

SLO

1V:2.5H

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1V:2.5H

SLO

1V:2.5H

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MAIN CHANNEL DREDGE CUT TEMPLATES

(IN CONTRACT - STA. 290+00 TO STA. 857+60.27)

STA. 0+00 TO STA. 857+60.27

(SEE SHEET C-04)

HOLDING -43.0' DREDGE DEPTH.

FROM 150' WIDE TO 200' WIDE,

EAST B.E.C TRANSITIONS

(1,000' TRANSITION)

STA. 1799+10.37 TO STA. 1809+10.41

400' BOTTOM WIDTH

BOTTOM WIDTH VARIES

350' BOTTOM WIDTH

BOTTOM WIDTH VARIES

HOLD 200'

MLLW

-43.0'

THE REQUIREMENTS/OFFSETS SHOWN ON SHEET C-01.

AND THE EAST B.E.C FOR FLAIR #8E SHALL BE HELD TO

NOTE: FLARE #8E IS AN EXCEPTION TO THIS TEMPLATE,

G -0

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B.E.C.

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B.E.C.

EAST

B.E.C.

WEST

B.E.C.

WEST

B.E.C.

WEST

B.E.C.

WEST

B.E.C.

WEST

B.E.C.

WEST

B.E.C.

EAST

B.E.C.

EAST

B.E.C.

EAST

B.E.C.

EAST

B.E.C.

EAST

B.E.C.

EAST

STA. 1809+10.41 TO STA. 1897+67.84

FROM 400' TO 250'.

BOTTOM WIDTH TRANSITIONS

NOTE: FLARE #14W IS AN EXCEPTION TO THIS TEMPLATE.

(IN CONTRACT - STA. 873+60.28 TO STA. 893+60 and STA. 1159+93.56 TO STA. 1210+00 )

STA. 873+60.28 TO STA. 1799+10.37

(SEE SHEET C-04)

HOLDING -43.0' DREDGE DEPTH.

FROM 200' WIDE TO 150' WIDE,

EAST B.E.C TRANSITIONS

-43.0' MLLW -43.0' MLLW

-43.0' MLLW

-43.0' MLLW-43.0' MLLW

-43.0' TO -37.0' MLLW -43.0' TO -37.0' MLLW

-43.0' MLLW-43.0' MLLW

-37.0' MLLW-37.0' MLLW

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G-01_Signed Cover

G-02_Location and Vin Map

G-03_General Notes Legend and Abrv

G-04_Tabulations Channel Algn and Curve Data

G-05_Main Channel Dredge Cut Template

C-01_STA. 1210+00 TO 1145+00_(MILE 23-22)_Including Devils Elbow

C-02_STA. 1145+00 TO STA. 1045+00_(MILE 22-20)

C-03_STA. 1045+00 TO STA. 945+00_(MILE 20-18)

C-04_STA. 945+00 TO STA. 845+00_(MILE 18-16)

C-05_STA. 845+00 TO STA. 740+00_(MILE 16-14)

C-06_STA. 740+00 TO STA. 635+00_(MILE 14-12)

C-07_STA. 635+00 TO STA. 525+00_(MILE 12-10)

C-08_STA. 525+00 TO STA. 415+00_(MILE 10-8)

C-09_STA. 415+00 TO STA. 305+00_(MILE 8-6)

C-10_STA. 305+00 TO STA. 199+02.70_(MILE 6-5)

C-11_SNWR_BUDMAT - Marsh Creation Site

C-12_SNWR_BUDMAT - Weir Alignment and Typical Section

C-13_SNWR_BUDMAT - Staging Areas

C-14_CROSS SECTIONS_STA. 290+00 TO STA. 380+00

C-15_CROSS SECTIONS_STA. 390+00 TO STA. 480+00

C-16_CROSS SECTIONS_STA. 490+00 TO STA. 580+00

C-17_CROSS SECTIONS_STA. 590+00 TO STA. 680+00

C-18_CROSS SECTIONS_STA. 690+00 TO STA. 780+00

C-19_CROSS SECTIONS_STA. 790+00 TO STA. 880+00

C-20_CROSS SECTIONS_STA. 890+00 TO STA. 893+60

C-21_DE CROSS SECTIONS_STA. 4+00 TO STA. 18+00

C-22_DE CROSS SECTIONS_STA. 20+00 TO STA. 60+00

C-23_DE CROSS SECTIONS_STA. 100+00 TO STA. 130+00

C-24_Ditching & Draining_CDF-12B & 13

C-25_Ditching & Draining_CDF-17

C-26_Ditching & Draining_CDF-22

C-27_Ditching & Draining_CDF-H

S-01

S-02

S-03

S-04

S-05

S-06

File details come from the government source that posted it.