W912HN-25-B-5008_DRAWINGS.pdf

PDF 13 MB Posted Jul 18, 2025

Attached to: Noyes Cut Ecosystem Restoration Phase Two
Solicitation number: W912HN25B5008
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

About this file

Written by GovTribe AI · Jul 18, 2025

These are technical construction drawings for the Noyes Cut Ecosystem Restoration Phase Two project in Camden County, Georgia, prepared by the US Army Corps of Engineers Savannah District. The drawings detail the closure of Noyes Cut, a man-made waterway, using a trapezoidal rubble mound structure approximately 495 feet long with a 6-foot wide crest and 3:1 horizontal to vertical slope. The structure will be constructed entirely of GDOT Type I riprap, with an estimated rock quantity of 21,000 tons to be carefully placed to minimize environmental impact.

The comprehensive set of drawings (sheets GI001-C-509) includes location maps, site plans, cross-sections, profile views, construction limits, and detailed specifications for navigation aids. These include four warning sign/dolphin structures with solar-powered navigation lights, positioned at specific coordinates along the cut. The project involves precise surveying, with vertical datum at NAVD88 and horizontal coordinates using NAD83 Georgia State Plane, East Zone. The site is water-accessible only, with potential challenges from tidal variations, and located approximately 10 miles south of Brunswick, Georgia.

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Other files

File	Type	Posted
W912HN25B5008 Noyes Cut Phase 2 OFFICIAL BID ABSTRACT.pdf	PDF	Aug 14, 2025
Noyes Cut Phase 2_Amendment 0002 Mod Copy W912HN25B5008.pdf	PDF	Aug 6, 2025
Noyes Cut Phase 2 Pre-Bid Conference Slides.pdf	PDF	Jul 22, 2025
Noyes Cut Phase 2_Amendment 0001 Mod Copy W912HN25B5008.pdf	PDF	Jul 22, 2025
Noyes Cut Phase 2 Pre-Bid Conference Attendees (MS Teams).pdf	PDF	Jul 22, 2025
W912HN-25-B-5008_SPECS.pdf	PDF	Jul 18, 2025
Cwk0602_DRAWINGS_PHASE2_REVISED_CORRECTED_FINAL.pdf	PDF	Jul 14, 2025
Cwk0602_SPECS_PHASE2_REVISED_CORRECTED_FINAL.pdf	PDF	Jul 14, 2025
Solicitation Noyes Cut Phase II_W912HN25B5008.pdf	PDF	Jul 14, 2025

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WILLIAMS.LAURA.E.1229869279 Digitally signed by WILLIAMS.LAURA.E.1229869279 Date: 2025.06.06 09:03:32 -04'00'

DUDLEY.LAURA.R.1554071747 Digitally signed by DUDLEY.LAURA.R.1554071747 Date: 2025.06.06 08:21:38 -04'00'

HENDREN.TRACY.LEE.1229932868

2025.06.06 09:36:28 -04'00'

6/6/25

SATILLA RIVER

N O

YES C

D O

VER

EEK

DOVER

CREEK

DOVER BLUFF

ST. ANDREWS

SOUND

PHASE I

(SEE NOTE)

PHASE II

NOYES CUT CLOSURE

SEE SHEET C-101

PHASE I

(SEE NOTE)

NORTHING: 368171.80

EASTING: 850094.99

NORTHING: 362453.27

EASTING: 845251.04

NORTHING: 366753.68

EASTING: 854939.80

SAVANNAH

OGEECHEE

SA TI LLA

NEE R.

ALTSAVANNAH

DISTRICT

TENN.

ALA.

N.C.

SOUTH

CAROLINA

FLORIDA

GEORGIA

COLUMBIACOLUMBIA

CHARLESTON

TALLAHASSEE JACKSONVILLE

BRUNSWICK

DARIEN

ATLANTA

AUGUSTA

SAVANNAH

MACON

O C

M U

AMAHA

LIM

ITS

0 100

VICINITY MAP

SCALE: 1"=50 MILES

50 50

GULF OF

MEXICO

SITE

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

D B

C H

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U .S

. A R

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GI002

U D

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N M

NOTES:

1. PHASE I IS OUTSIDE THE SCOPE OF THIS PROJECT. PHASE I CUT

CLOSURE STRUCTURES HAVE BEEN CONSTRUCTED AT THESE

LOCATIONS UNDER A PREVIOUS CONTRACT. PHASE I IS SHOWN ON

THIS DRAWING FOR INFORMATIONAL PURPOSES ONLY.

2. NOAA CHART UNDERLAY ON SHEET GI004 IS FOR INFORMATIONAL

PURPOSES ONLY.

SCALE: 1" = 2000'

2000' 4000'0'

GI003

U D

C H

U M

N O

1. IT IS HIGHLY RECOMMENDED THAT CONTRACTORS

BIDDING ON THIS WORK VISIT THE PROJECT SITE PRIOR TO

BIDDING. THE PRE-BID SITE VISIT SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR AND WILL NOT BE

COORDINATED OR PROVIDED BY THE GOVERNMENT.

2. VARIATIONS IN CHANNEL WIDTHS, DEPTHS, SIDE SLOPES,

ETC. DUE TO EROSION, ACCRETION, SETTLEMENT OR OTHER

NATURAL PROCESSES SHALL BE EXPECTED AND WILL NOT BE

CONSIDERED A DIFFERING SITE CONDITION.

3. THE BEFORE SURVEY, FINAL SURVEY AND ANY

INTERMEDIATE SURVEYS SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR. THE GOVERNMENT WILL SPOT CHECK THE

SURVEYS TO VERIFY ACCURACY.

4. PAYMENT FOR THE CUT CLOSURE MATERIAL WILL BE

BASED ON THE VOLUME OF MATERIAL PLACED WITHIN THE

DESIGN CROSS SECTION AS DETERMINED FROM THE BEFORE

SURVEY, THE FINAL SURVEY, AND THE DESIGN TEMPLATE.

5. UNLESS NOTED OTHERWISE, ELEVATIONS SHOWN ARE

NAVD88, AND HORIZONTAL COORDINATES ARE NAD83 GEORGIA

STATE PLANE, EAST ZONE.

6. ALL EQUIPMENT FUELING AND GENERAL MAINTENANCE

LOCATIONS ARE TO BE COORDINATED WITH THE CONTRACTING

OFFICER REPRESENTATIVE (COR).

7. IF THE CONTRACTOR DISTURBS ANY AREAS OUTSIDE OF

THE TEMPLATE OR ADJACENT TO THE TEMPLATE, INCLUDING

DISTURBANCE CAUSED DURING TRANSPORT OF PERSONNEL,

EQUIPMENT AND MATERIALS ALONG THE WATERWAYS, THE

CONTRACTOR SHALL REPAIR THE AREA TO THE SAME OR

BETTER CONDITION AS BEFORE CONSTRUCTION. SEE SPECS

SECTION 32 05 34 MARSH PLANTING.

8. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE

THEIR OWN ESTIMATE OF THE NUMBER OF TONS OF MATERIAL

ACTUALLY REQUIRED TO OBTAIN THE PAY SECTIONS AS SHOWN

BY THE CROSS SECTIONS OF THE CLOSURE STRUCTURE.

9. PAYMENT FOR CUT CLOSURE ROCK REVETMENT SHALL BE

BASED ON THE NEAT VOLUME OF MATERIAL PLACED WITHIN

THE DESIGN CROSS SECTION AS DETERMINED FROM THE

BEFORE SURVEY, THE FINAL SURVEY AND THE DESIGN

TEMPLATE. MATERIALS WHICH ARE PLACED OUTSIDE OF THE

DESIGN TEMPLATE, INCLUDING MATERIAL PLACED WITHIN

ACCEPTABLE TOLERANCES, AND/OR MATERIALS PLACED OFF

OF THE REQUIRED ALIGNMENT SHALL NOT BE PAID FOR.

10. ALL WORK SHALL BE COMPLETED BY THE WATER. THE

PROJECT SITE IS NOT ACCESSIBLE BY LAND.

11. THE CONTRACTOR SHALL BE AWARE THAT THE PROJECT

SITE IS OPEN TO THE GENERAL PUBLIC VIA BOATS ON THE

ADJOINING CREEKS, RIVERS, AND WATERWAYS. CONTRACTORS

SHALL TAKE PROTECTIVE MEASURES IN DETERMINING HOW

BEST TO PROTECT EQUIPMENT, MATERIALS, PERSONNEL AND

THE GENERAL PUBLIC AT ALL TIMES. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR PROVIDING AND STAFFING PERSONNEL

TO MONITOR SITE ACCESS WHILE WORK IS UNDERWAY.

12. EXCAVATION OR DREDGING IS NOT REQUIRED FOR THIS

PROJECT. HOWEVER, IT IS THE CONTRACTORS RESPONSIBILITY

TO COORDINATE AND VERIFY THE EXISTENCE AND LOCATION

OF UTILITIES WITHIN THE PROPOSED CONSTRUCTION LIMITS.

GEORGIA LAW MANDATES THAT, BEFORE BEGINNING ANY

MECHANIZED DIGGING OR EXCAVATION WORK, YOU MUST

CONTACT GEORGIA 811 BY USING eRequest ON www.Georgia811.com OR BY CALLING 811 OR 1-800-282-7411 AT

LEAST 48 HOURS BUT NO MORE THAN 10 WORKING DAYS IN

ADVANCE TO HAVE UTILITY LINES MARKED.

13. THE CONTRACTOR SHALL BE AWARE OF THE POTENTIAL

TO ENCOUNTER UNKNOWN OBSTRUCTIONS WITHIN THE

PROJECT SITE SUCH AS LOGS, STUMPS, WIRE ROPE,

FISHING/CRABBING EQUIPMENT, ETC.. OBSTRUCTION REMOVAL

NECESSARY TO ENSURE PROPER TEMPLATE CONSTRUCTION

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO

ADDITIONAL EXPENSE TO THE GOVERNMENT.

14. AREAS IDENTIFIED ON THE DRAWINGS AS "NO SPUD OR

ANCHOR ZONE" SHALL NOT BE DISTURBED. THE CONTRACTOR

IS TO ENSURE THAT VESSELS, EQUIPMENT, MATERIALS AND

PERSONNEL REMAIN OUTSIDE THE LIMITS OF THESE AREAS.

15. PROJECT STAGING OF EQUIPMENT, MATERIALS, VESSELS

AND PERSONNEL IS NOT PROVIDED BY THE GOVERNMENT AND

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

PROCURE.

16. THE BENCHMARKS WERE UNABLE TO BE LOCATED DURING

THE SITE CONDITIONS SURVEY. THE CONTRACTOR SHALL

ESTABLISH SURVEY CONTROL POINTS AT THE PROJECT SITE

LOCATION AS SPECIFIED IN SECTION 01 11 00 SUMMARY OF

WORK.

CENTERLINE OF STRUCTURE

LEGEND AND ACRONYMS

CONSTRUCTION LIMITS

EXISTING CONTOUR

PROPOSED CONTOUR

CREEK ALIGNMENT

PROPOSED SIGN

SAMPLE LOCATION

SURVEY MONUMENT

DESC DESCRIPTION

ATON AIDS TO NAVIGATION

ORR OLD RIVER RUN

TYP. TYPICAL

FG FINISHED GRADE

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

D B

C H

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SATILLA RIVER

N O

YES C

D O

VER

EEK

DOVER

CREEK

DOVER BLUFF

ST. ANDREWS

SOUND

PHASE I

(SEE NOTE)

PHASE II

NOYES CUT CLOSURE

SEE SHEET C-101

PHASE I

(SEE NOTE)

NORTHING: 368171.80

EASTING: 850094.99

NORTHING: 362453.27

EASTING: 845251.04

NORTHING: 366753.68

EASTING: 854939.80

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

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GI004

U D

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N O

NOTES:

1. PHASE I IS OUTSIDE THE SCOPE OF THIS PROJECT. PHASE I CUT

CLOSURE STRUCTURES HAVE BEEN CONSTRUCTED AT THESE

LOCATIONS UNDER A PREVIOUS CONTRACT. PHASE I IS SHOWN ON

THIS DRAWING FOR INFORMATIONAL PURPOSES ONLY.

2. NOAA CHART UNDERLAY ON SHEET GI004 IS FOR INFORMATIONAL

PURPOSES ONLY.

SCALE: 1" = 2000'

2000' 4000'0'

BAILEY'S CUT

-20

-15 -1

-1

-15

-1

-15

-1 5-15 -1

-1

-10

-1 0-1

0-1 0-10

-10-10-

-1

-10

-1

-10 -10

-1 0-10-10

-5

-5 -5

-5

-5 -5 -5

-5 -5-

-5-

-5

6+66.13

0+00

1+00

2+00

3+00

4+00

5+00

6+00

YES CUT

ELEV.: 3.80

DESC.: NOYES 1

N.: 361,933.8370 E.: 844,561.0100

ELEV.: 3.54

DESC.: NOYES 2

N.: 361,919.0970 E.: 845,370.9900

(UNABLE TO BE

LOCATED. SEE

NOTE 16 ON

SHEET GI003.)

(UNABLE TO BE

LOCATED. SEE

NOTE 16 ON

SHEET GI003.)

SCALE: 1" = 60'

60' 120'0'

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

W K0

R O

\D R

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C O

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O N

N S\

II\

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U .S

. A R

M Y

C O

O F

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C O

D E:

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2H N

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N N

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W . O

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O .S

NOTES:

1. THE INFORMATION ON THIS MAP REPRESENTS RESULTS OF

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

2. VERTICAL DATUM: NAVD88

3. AERIAL IMAGERY DIGITAL GLOBE: 2025

4. HORIZONTAL DATUM: NAD83(2011) DATUM, GEORGIA STATE

PLANE, EAST ZONE.

5. TOPOGRAPHIC SURVEY SHOWN COMPLETED IN AUGUST 2020

BY MERRICK & COMPANY.

6. BATHYMETRIC SURVEY SHOWN COMPLETED IN NOVEMBER

2024 BY THE GOVERNMENT.

V-101

U D

C H

U M

N O

C U

- T

G R

N D

R O

G R

U R

ELEV.: 3.80

DESC.: NOYES 1

N.: 361,933.8370 E.: 844,561.0100

ELEV.: 3.54

DESC.: NOYES 2

N.: 361,919.0970 E.: 845,370.9900

(UNABLE TO BE

LOCATED. SEE

NOTE 16 ON

SHEET GI003.)

(UNABLE TO BE

LOCATED. SEE

NOTE 16 ON

SHEET GI003.)

BAILEY'S CUT

CENTERLINE CREST OF

NOYES CUT CLOSURE

CREST ELEVATION 3.0 FT NAVD88

FG: 3.00

N.: 362,399.485 E.: 844,863.385

FG: 3.00

N.: 362,393.902 E.: 844,865.583

FG: 3.00

N.: 362,219.277 E.: 844,405.801

FG: 3.00

N.: 362,213.695 E.: 844,407.999

CURVE TABLE: ALIGNMENTS

CURVE #

LENGTH

124.41'

59.71'

RADIUS

500.00'

DELTA

14°15'23"

6°50'30"

CHORD DIRECTION

N28° 37' 25.87"W

N18° 04' 29.46"W

CHORD LENGTH

124.09'

59.67'

LINE TABLE: ALIGNMENTS

LINE #

LENGTH

482.01'

DIRECTION

N21° 29' 44.53"W

NORTHING

362,109.7489

EASTING

844,688.6492

-15-1 5-15-1

-15

-1

-15

-15 -15 -1

5-15

-15

-15 -15 -15 -1

5-15 -15

-15

-1

-15

-10

-10-10

-1

-1 0-10

-1

-1 0 -1

-1

-10

-1 0-10 -1 0-10

-10

-1 0-5

-5

-5 -5-5

-5

-5-5-5

-5 -5 -5

-5-5 -5-5

-5

0 0

-15

-10

-5

-15

-10

-5

NOYES CUT CLOSURE

WARNING SIGN/DOLPHIN NO. 7

SEE SHEET C-502 FOR DETAILS

NOYES CUT CLOSURE

WARNING SIGN/DOLPHIN NO. 5

SEE SHEET C-502 FOR DETAILS

NOYES CUT CLOSURE

WARNING SIGN/DOLPHIN NO. 8

SEE SHEET C-502 FOR DETAILS

NOYES CUT CLOSURE

WARNING SIGN/DOLPHIN NO. 6

SEE SHEET C-502 FOR DETAILS

0+00

Line 1

1+00

Line 2

2+00

Line 3

2+50

Line 4

2+75

Line 5

3+00

Line 6

3+26.91

Line 7

3+50

Line 8

3+75

Line 9

4+00

Line 10

5+00

Line 11

6+00

Line 12

YES CUT

0+00

1+00

2+00

3+00

4+00

5+00

6+00

6+66.13

SCALE: 1" = 60'

60' 120'0'

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

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N N

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P H

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D Y

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C-101

U D

C H

U M

N O

C U

T C

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- P

N V

NOTES:

1. THE INFORMATION ON THIS MAP REPRESENTS RESULTS OF

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

2. VERTICAL DATUM: NAVD88

3. AERIAL IMAGERY DIGITAL GLOBE: 2025

4. HORIZONTAL DATUM: NAD83(2011) DATUM, GEORGIA STATE

PLANE, EAST ZONE.

5. CONTOUR INTERVAL = 1 FT

6. TOPOGRAPHIC SURVEY SHOWN COMPLETED IN AUGUST 2020

BY MERRICK & COMPANY.

7. BATHYMETRIC SURVEY SHOWN COMPLETED IN NOVEMBER

2024 BY THE GOVERNMENT.

N.: 361,933.8370 E.: 844,561.0100

ELEV.: 3.54

DESC.: NOYES 2

N.: 361,919.0970 E.: 845,370.9900

(UNABLE TO BE

LOCATED. SEE

NOTE 16 ON

SHEET GI003.)

(UNABLE TO BE

LOCATED. SEE

NOTE 16 ON

SHEET GI003.)

CONSTRUCTION LIMITS

N: 362416.9875 E: 844688.9158

CONSTRUCTION LIMITS

N: 362376.0043 E: 844713.0120

CONSTRUCTION LIMITS

N: 362377.5003 E: 844754.5512

CONSTRUCTION LIMITS

N: 362384.8422 E: 844805.5706

CONSTRUCTION LIMITS

N: 362412.4551 E: 844852.9367

CONSTRUCTION LIMITS

N: 362412.4551 E: 844873.3691

CONSTRUCTION LIMITS

N: 362388.3229 E: 844879.6383

CONSTRUCTION LIMITS

N: 362377.8810 E: 844862.6886

CONSTRUCTION LIMITS

N: 362346.0854 E: 844782.9921

CONSTRUCTION LIMITS

N: 362321.0280 E: 844766.5262

CONSTRUCTION LIMITS

N: 362244.5445 E: 844739.6605

CONSTRUCTION LIMITS

N: 362230.0512 E: 844644.6425

CONSTRUCTION LIMITS

N: 362188.9649 E: 844562.7938

CONSTRUCTION LIMITS

N: 362181.4851 E: 844520.8810

CONSTRUCTION LIMITS

N: 362220.7543 E: 844471.4832

CONSTRUCTION LIMITS

N: 362202.4286 E: 844403.7482

CONSTRUCTION LIMITS

N: 362206.6807 E: 844398.4989

CONSTRUCTION LIMITS

N: 362218.9852 E: 844395.7112

CONSTRUCTION LIMITS

N: 362252.5433 E: 844454.2684

CONSTRUCTION LIMITS

N: 362294.2173 E: 844472.4294

CONSTRUCTION LIMITS

N: 362318.7497 E: 844463.1905

CONSTRUCTION LIMITS

N: 362332.9417 E: 844485.0149

CONSTRUCTION LIMITS

N: 362333.6992 E: 844516.0155

CONSTRUCTION LIMITS

N: 362386.4691 E: 844639.7628

CONSTRUCTION LIMITS

N: 362401.3888 E: 844644.7556

YES CUT

0+00

1+00

2+00

3+00

4+00

5+00

6+00

6+66.13

SCALE: 1" = 60'

60' 120'0'

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

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N N

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W . O

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P H

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S_ 4_

M O

N O

C-102

U D

C H

U M

N O

C U

T C

R E

C O

R U

O N

NOTES:

1. THE INFORMATION ON THIS MAP REPRESENTS RESULTS OF

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS INDICATING THE GENERAL CONDITIONS

EXISTING AT THAT TIME.

2. VERTICAL DATUM: NAVD88

3. AERIAL IMAGERY DIGITAL GLOBE: 2025

4. HORIZONTAL DATUM: NAD83(2011) DATUM, GEORGIA STATE

PLANE, EAST ZONE.

5. CONTOUR INTERVAL = 1 FT

6. TOPOGRAPHIC SURVEY SHOWN COMPLETED IN AUGUST 2020

BY MERRICK & COMPANY.

7. BATHYMETRIC SURVEY SHOWN COMPLETED IN NOVEMBER

2024 BY THE GOVERNMENT.

N (N

STATION

PROFILE VIEW OF NOYES CUT

6 H : 1 V

-30

-25

-20

-15

-10

-5

-30

-25

-20

-15

-10

-5

2+00 3+00 4+00 4+50

-1 7.

2+00

-1 7.

-1 3.

-1 7.

-4 .9

3+00

-1 7.

-3 .6

-1 7.

-1 2.

-1 7.

4+00

-1 7.

4+50

PROPOSED GRADE

EXISTING GRADE

6.0'

NOYES CUT CLOSURE

STRUCTURE CREST ELEVATION 3.0 FT

3:1

O N

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

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G 8:

US Army Corps of Engineers

U .S

. A R

M Y

C O

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D E:

-W

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W . O

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D Y

C W

D 6/

:0 8:

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P R

\C W

2\ H

O \D

S\ C

O N

U C

N P

II\

N -P

II-

W G

_N C

S_ 4_

M O

N O

C-201

U D

C H

U M

N O

C U

T C

R E

- P R

SCALE: 1" = 30'

30' 60'0'

LINE 1 - STA. 0+00

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

LINE 2 - STA. 1+00

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

LINE 3 - STA. 2+00

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

LINE 4 - STA. 2+50

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

EXISTING GRADETI

O N

EXISTING GRADE

O N

EXISTING GRADETI

O N

EXISTING GRADETI

O N

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

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US Army Corps of Engineers

U .S

. A R

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_N C

S_ 4_

M O

N O

C-301

U D

C H

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N O

C U

T C

R E

- C R

N S

NOTE:

1. ZERO ON THE X-AXIS REPRESENTS THE NOYES CUT

CENTERLINE AS SHOWN ON SHEET C-101.

20.9'

492'

LINE 7 - STA. 3+26.91

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

LINE 6 - STA. 3+00

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

PROPOSED GRADE

EXISTING GRADE

O N

LINE 8 - STA. 3+50

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

LINE 5 - STA. 2+75

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

EXISTING GRADETI

O N

EXISTING GRADE

O N

EXISTING GRADE

O N

PROPOSED GRADE

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

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US Army Corps of Engineers

U .S

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M Y

C O

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U C

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_N C

S_ 4_

M O

N O

C-302

U D

C H

U M

N O

C U

T C

R E

- C R

N S

NOTE:

LINE 10 - STA. 4+00

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

LINE 11 - STA. 5+00

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

LINE 12 - STA. 6+00

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

LINE 9 - STA. 3+75

SCALE: 1" = 6' VERT.

1" = 60' HORZ.

-30

-20

-10

-30

-20

-10

0 100 200 3000-100-200-300

EXISTING GRADE

O N

EXISTING GRADETI

O N

EXISTING GRADETI

O N

EXISTING GRADETI

O N

PROPOSED GRADE

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

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C O

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G 8:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E:

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2H N

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B-

N N

, G

W . O

S C

U T

P H

O U

, G

R G

D Y

C W

D 6/

:0 7:

M P:

P R

\C W

2\ H

O \D

S\ C

O N

U C

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_N C

S_ 4_

M O

N O

C-303

U D

C H

U M

N O

C U

T C

R E

- C R

N S

NOTE:

3' 3'

GDOT TYPE 1 RIPRAP

EXISTING CUT CHANNEL BOTTOM

EXISTING ELEVATIONS VARY

+3.0' +1.0' NAVD88

NOYES CUT CLOSURE SECTION VIEW

NOT TO SCALE

*SOME DISPLACEMENT OF SOFT MATERIAL IS EXPECTED DURING

ROCK PLACEMENT

EXISTING GRADE

GDOT TYPE I

TIDAL ZONE

EL. 3.0' +1.0' NAVD88 STONE CUT

CLOSURE STRUCTURE

NOYES CUT TIE-IN DETAIL

NOT TO SCALE

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

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

W K0

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\D R

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C O

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O N

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US Army Corps of Engineers

U .S

. A R

M Y

C O

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D E:

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W . O

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O U

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R G

D Y

C W

D 6/

:4 1:

M P:

P R

\C W

2\ H

O \D

S\ C

O N

U C

N P

II\

N -P

II-

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_N C

S_ 4_

M O

N O

C-501

U D

C H

U M

N.: 361,933.8370

YES CUT

NOYES CUT CLOSURE

WARNING SIGN/DOLPHIN NO. 5

N. 362,191.9569 E. 844,538.4694

NOYES CUT CLOSURE

WARNING SIGN/DOLPHIN NO. 6

N. 362,259.2754 E. 844,724.0844

NOYES CUT CLOSURE

WARNING SIGN/DOLPHIN NO. 7

N. 362,316.8699 E. 844,479.3417

NOYES CUT CLOSURE

WARNING SIGN/DOLPHIN NO. 8

N. 362,396.5298 E. 844,676.1837

0+00

1+00

2+00

3+00

4+00

5+00

6+00

NOYES CUT CLOSURE

STA: 3+26.91

30°'

EL +10.0

NAVD88 EL -4.3

MUDLINE EL VARIES

DOLPHIN ELEVATION

3 - 1" STAINLESS STEEL BOLTS

W/ STAINLESS STEEL O.G. WASHERS

EACH END, RECESS BOTH ENDS

6 - WRAPS OF 1"Ø GALVANIZED

CABLE STAPLED TO EACH PILE

AT EVERY TURN, TURN ENDS BACK

AND DOUBLE STAPLE, PILES TO BE

IN CONTACT AND CABLE TIGHT

BEFORE STAPLING AT THE TOP

SECTION

NYLON FLAT WASHER

BETWEEN STAINLESS

STEEL FASTENER AND

ALUMINUM SIGN

2" x 4" CROSSMEN TO

EXTEND THE WIDTH OF

THE SIGN, TYP.

8" THICK ALUMINUM

SIGN PANEL

2" x 4" TIMBER

BLOCKING, TYP.

(NOTE 6)

DOLPHIN PLAN

3 - 1" STAINLESS STEEL

BOLTS W/ STAINLESS

STEEL O.G. WASHERS

EACH END, RECESS

BOTH ENDS

3' x 4' SIGN MOUNTED

TO TIMBER CROSSMEN

GALVANIZED

CABLE

TOP OF PILE

EL +15.0

TOP OF PILE

EL +10.0

2 x 4 TIMBER

BLOCKING, TYP.

(NOTE 7)

NOTES:

1. TYPICAL ALL TIMBER PILES.

2. SEE DETAILS ON SHEET C-503.

TIMBER PILE CAP DETAIL

20 GAUGE GALVAINZED

SHEET

TIMBER PILE

Warning Channel Closed Bank-to-Bank Berm Ahead

6" 5'

' M

U M

D M

4'-0"

3' -0

SIGN TYPE 1

EL +15.0

EL +13.5

DOLPHIN WP LOCATION

REFERENCE POINT (SEE

SCHEDULE)

(SEE SCHEDULE)

PROVIDE 2" x 4" x 6"

TIMBER BLOCKING

DETAIL

8" STAINLESS STEEL

LAG BOLTS AND LOCK

WASHERS FOR CONNECTION

TO TIMBER CROSSMAN, TYP.

4" STAINLESS STEEL BOLTS,

NUTS, FLAT WASHERS, AND LOCK

WASHERS FOR CONNECTION

THROUGH PILE

STAINLESS STEEL

BOLTS, TYP.

6" 6"

NOTES:

1. DOLPHIN TIMBER PILES SHALL BE DRIVEN

VERTICAL.

2. PILES SHALL BE SOUTHERN PINE WITH

MINIMUM BUTT CIRCUMFERENCE OF 47 INCHES.

3. PILES AND SIGNBOARD FRAMING SHALL BE

PRESSURE TREATED LUMBER PER

SPECIFICATIONS.

4. BOLT HOLES BORED 18" LARGER THAN

DIAMETER OF BOLT.

5. SIGNS SHALL BE CENTERED ON PILE.

6. BEVEL CORNER OF BLOCKING AS

NECESSARY TO BEAR AGAINST TIMBER PILE.

7. SIGN PANELS SHALL BE IN ACCORDANCE

WITH EP 310-6-A, SIGN STANDARDS MANUAL, VOL

1, AND EP 310-1-6B, SIGN STANDARDS MANUAL,

VOL2, APPENDICES, EXCEPT WHERE OTHERWISE

NOTED.

8. ORIENT SIGN FACE APPROXIMATELY 30 °

FROM SHORELINE.

2" 4"

DOLPHIN /

SIGN No. SIGN TYPE LEGEND SIZE (A) COLOR

BKG / LGD

SIGN

ORIENTATION

MUDLINE

ELEVATION (NAVD88)

TYPE 1, WWA-36

3" 3"

LY / BK

30° TO SHORELINE

TYPE 1, WWA-36

3" 3"

LY / BK

-9.2 -12.0 -9.1

-14.4

EL +10.0

MUDLINE EL VARIES

DOLPHIN ELEVATION

3 - 1" STAINLESS STEEL BOLTS

W/ STAINLESS STEEL O.G. WASHERS

EACH END, RECESS BOTH ENDS

6 - WRAPS OF 1"Ø GALVANIZED

CABLE STAPLED TO EACH PILE

AT EVERY TURN, TURN ENDS BACK

AND DOUBLE STAPLE, PILES TO BE

IN CONTACT AND CABLE TIGHT

BEFORE STAPLING AT THE TOP

SECTION

NYLON FLAT WASHER

BETWEEN STAINLESS

STEEL FASTENER AND

ALUMINUM SIGN

2" x 4" CROSSMEN TO

EXTEND THE WIDTH OF

THE SIGN, TYP.

8" THICK ALUMINUM

SIGN PANEL

2" x 4" TIMBER

BLOCKING, TYP.

(NOTE 6)

DOLPHIN PLAN

3 - 1" STAINLESS STEEL

BOLTS W/ STAINLESS

STEEL O.G. WASHERS

EACH END, RECESS

BOTH ENDS

3' x 4' SIGN MOUNTED

TO TIMBER CROSSMEN

GALVANIZED

CABLE

TOP OF PILE

EL +15.0

TOP OF PILE

EL +10.0

2 x 4 TIMBER

BLOCKING, TYP.

(NOTE 7)

TIMBER PILE CAP DETAIL

SLOPE CAP TO DRAIN

20 GAUGE GALVAINZED

SHEET

TIMBER PILE

Warning Channel Closed Bank-to-Bank Berm Ahead

6" 5'

' M

U M

D M

4'-0"

3' -0

SIGN TYPE 1

EL +15.0

EL +13.5

DOLPHIN WP LOCATION

REFERENCE POINT (SEE

SCHEDULE)

(SEE SCHEDULE)

PROVIDE 2" x 4" x 6"

TIMBER BLOCKING

DETAIL

8" STAINLESS STEEL

LAG BOLTS AND LOCK

WASHERS FOR CONNECTION

TO TIMBER CROSSMAN, TYP.

4" STAINLESS STEEL BOLTS,

NUTS, FLAT WASHERS, AND LOCK

WASHERS FOR CONNECTION

THROUGH PILE

STAINLESS STEEL

BOLTS, TYP.

6" 6"

12-GALVAINIZED ROOFING NAILS AT EQ SPA

2" 4"

DOLPHIN AND SIGN SCHEDULE

SIGN TYPE LEGEND SIZE (A)

TYPE 1, WWA-36

3" 3"

LY / BK

TYPE 1, WWA-36

3" 3"

LY / BK

NTS

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

D B

C H

D B

D R

B Y:

C O

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SHEET ID

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U .S

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_N C

S_ 4_

M O

N O

NOYES CUT CLOSURE

SIGN LAYOUT SCHEMATIC

Feet 1" = 100'

2001000 50

C-502

U D

C H

U M

G N

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

D B

C H

D B

D R

B Y:

C O

N O

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E D

C R

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US Army Corps of Engineers

U .S

. A R

M Y

C O

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C O

D E:

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S_ 4_

M O

N O

NOTE:

TYPICAL ALL TIMBER PILES.

2' -5

1 2"

PIPE

2 STD

PL 3 8" x 6"Ø W/ HOLES FOR

MOUNTING NAVIGATION LIGHT

PER MANUFACTURER

SOLAR POWERED NAVIGATION

LIGHT OPERATING AT QUICK

FLASH CHARACTERISTIC WITH

WHITE BASE SOLAR MARINE

LANTERN AND 360 DEGREE LENS

PILE CAP

SEE DETAIL

GALVANIZED LIGHT

MOUNT BRACKET

1/8

BOLT CENTERED ON

PLATE, TYP.

DETAIL B

SECTION

SLOPE CAP TO DRAIN ATTACH CAP

PERMANENTLY TO PILE

PILE

1 2" G

GALVANIZED LIGHT

MOUNT BRACKET

PL 3 8" x 4" BENT

4" A307 BOLT

W/NUT, TYP.

R7 1 2"

3/16 3/16

TYP

NTS NTS

NTS

4"2"

FIBERGLASS OR

POLYETHYLENE CONICAL CAP

ARRANGEMENT OF OBSTRUCTION LIGHTS.

STRUCTURES HAVING A HORIZONTAL DIMENSION OF OVER 50 FEET ON ANY

ONE SIDE, OR IN DIAMETER, SHALL BE REQUIRED TO HAVE AN OBSTRUCTION

LIGHT ON EACH CORNER, OR 90°APART IN THE CASE OF CIRCULAR STRUCTURES,

OR AS PRESCRIBED BY THE DISTRICT COMMANDER, EACH LIGHT TO HAVE A

360°LENS.

MULTIPLE OBSTRUCTION LIGHTS.

WHEN MORE THAN ONE OBSTRUCTION LIGHT IS REQUIRED BY THIS PART TO

MARK A STRUCTURE, ALL SUCH LIGHTS SHALL BE OPERATED TO FLASH IN

UNISON.

CHARACTERISTICS OF OBSTRUCTION LIGHTS.

ALL OBSTRUCTION LIGHTS REQUIRED BY THIS PART SHALL BE POWERED FROM

A RELIABLE POWER SOURCE, INCLUDING AUXILIARY POWER SOURCES AS

NECESSARY. THEY SHALL DISPLAY A QUICK-FLASH CHARACTERISTIC OF

APPROXIMATELY 60 FLASHES PER MINUTE, UNLESS PRESCRIBED OTHERWISE IN

THE PERMIT ISSUED BY THE DISTRICT COMMANDER. THEIR COLOR SHALL BE

WHITE WHEN MARKING CLASS "A" AND "B" STRUCTURES, AND EITHER WHITE

OR RED, AS PRESCRIBED BY THE DISTRICT COMMANDER, WHEN MARKING

CLASS "C" STRUCTURES. IN DETERMINING WHETHER WHITE OR RED LIGHTS

SHALL BE AUTHORIZED, THE DISTRICT COMMANDER SHALL TAKE INTO

CONSIDERATION MATTERS CONCERNING, BUT NOT NECESSARILY LIMITED TO,

THE DIMENSIONS OF THE STRUCTURE AND THE DEPTH OF WATER IN WHICH IT

IS LOCATED; THE PROXIMITY OF THE STRUCTURE TO VESSEL ROUTES; THE

NATURE AND AMOUNT OF VESSEL TRAFFIC; AND THE EFFECT OF BACKGROUND

LIGHTING.

LIGHT CORNERS WITH WHITE LIGHTS OPERATING AT A QUICK FLASH

CHARACTERISTIC. OBSTRUCTION LIGHTS WILL REQUIRE A PRIVATE ATON

APPLICATION APPROVED BY USCG DISTRICT OFFICE.

PILE CAP DETAIL

C-503

U D

C H

U M

N S

NOTE:

SEE ADDITIONAL DETAILS ON SHEETS C-504 - C-509.

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

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G 4:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

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C O

D E:

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W . O

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D Y

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S_ 4_

M O

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C-504

U D

C H

U M

N S

W O

O D

D H

N D

S C

NOT TO SCALE

15 2 18" x 5/8" 316 STAINLESS STEEL ALL THREAD WITH 02 WASHERS AND 02 NUTS PER ALL THREAD

SEE ADDITIONAL DETAILS ON SHEETS C-505 - C-509.

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

W K0

R O

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C O

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US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E:

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2H N

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W . O

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U T

P H

O U

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D Y

C W

D 6/

:2 9:

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2\ H

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U C

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S_ 4_

M O

N O

C-505

U D

C H

U M

N S

W O

O D

D H

N D

S C

NOT TO SCALE

SEE SHEETS C-504 AND C-508.

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

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US Army Corps of Engineers

U .S

. A R

M Y

C O

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C O

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:2 7:

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S_ 4_

M O

N O

C-506

U D

C H

U M

N S

W O

O D

D H

N D

S C

NOT TO SCALE

SEE SHEET C-504.

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

W K0

R O

\D R

G S\

C O

R U

O N

N S\

II\

-P

II-

C N

D W

G 4:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E:

-W

2H N

-2 5-

B-

N N

, G

W . O

S C

U T

P H

O U

, G

R G

D Y

C W

D 6/

:2 6:

M P:

P R

\C W

2\ H

O \D

S\ C

O N

U C

N P

II\

N -P

II-

W G

_N C

S_ 4_

M O

N O

C-507

U D

C H

U M

N S

W O

O D

D H

N D

S C

NOT TO SCALE

SEE SHEET C-504.

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

W K0

R O

\D R

G S\

C O

R U

O N

N S\

II\

-P

II-

C N

D W

G 4:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E:

-W

2H N

-2 5-

B-

N N

, G

W . O

S C

U T

P H

O U

, G

R G

D Y

C W

D 6/

:2 1:

M P:

P R

\C W

2\ H

O \D

S\ C

O N

U C

N P

II\

N -P

II-

W G

_N C

S_ 4_

M O

N O

C-508

U D

C H

U M

N S

W O

O D

D H

N D

S C

NOT TO SCALE

SEE SHEETS C-504 - C-505.

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

3D P

R O

W K0

R O

\D R

G S\

C O

R U

O N

N S\

II\

-P

II-

C N

D W

G 4:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

R Y

C O

D E:

-W

2H N

-2 5-

B-

N N

, G

W . O

S C

U T

P H

O U

, G

R G

D Y

C W

D 6/

:2 1:

M P:

P R

\C W

2\ H

O \D

S\ C

O N

U C

N P

II\

N -P

II-

W G

_N C

S_ 4_

M O

N O

C-509

U D

C H

U M

N S

W O

O D

D H

N D

S C

NOT TO SCALE

SEE SHEETS C-504 - C-508.

GI001	COVER SHEET AND INDEX OF DRAWINGS
GI002	LOCATION MAP
GI003	GENERAL NOTES
GI004	NOAA CHART
V-101	NOYES CUT - HYDROGRAPHIC AND TOPOGRAPHIC SURVEY
C-101	NOYES CUT CLOSURE - PLAN VIEW
C-102	NOYES CUT CLOSURE - CONSTRUCTION LIMITS
C-201	NOYES CUT CLOSURE - PROFILE VIEW
C-301	NOYES CUT CLOSURE - CROSS SECTIONS
C-302	NOYES CUT CLOSURE - CROSS SECTIONS
C-303	NOYES CUT CLOSURE - CROSS SECTIONS
C-501	DETAILS
C-502	BOATER SAFETY SIGN DETAILS
C-503	ATON DETAILS
C-504	ATONS SINGLE WOOD PILE LED HEADER STD DETAILS AND SCHEDULE
C-505	ATONS SINGLE WOOD PILE LED HEADER STD DETAILS AND SCHEDULE
C-506	ATONS SINGLE WOOD PILE LED HEADER STD DETAILS AND SCHEDULE
C-507	ATONS SINGLE WOOD PILE LED HEADER STD DETAILS AND SCHEDULE
C-508	ATONS SINGLE WOOD PILE LED HEADER STD DETAILS AND SCHEDULE
C-509	ATONS SINGLE WOOD PILE LED HEADER STD DETAILS AND SCHEDULE

File details come from the government source that posted it. Updated Jul 18, 2025.