Amendment_0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

U.S. Naval Station Kings Bay, Maintenance Dredging, Entrance Channel, Cut 1N Through Range-E, 49, 45 and 44-Foot Project Camden County, Georgia and Nassau County, Florida.

A. See Continuation Sheet for Amendment Details.

B. The Proposal Due Date Remains Unchanged at 15 August 2018, 2:00 PM local Time.

C. All Other Terms and Conditions Remain Unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 22

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912EP18B0005

X 9B. DATED (SEE ITEM 11)

16-Jul-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

31-Jul-2018

CODE

USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION

701 SAN MARCO BLVD

JACKSONVILLE FL 32207-8175

W912EP 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912EP18B0005

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

1. SPECIFICATIONS:

No change to specifications.

2. DRAWINGS:

DELETE Sheet ID G-03 and REPLACE with the attached revised Sheet ID G-03.

DELETE Sheet ID G-06 and REPLACE with the attached revised Sheet ID G-06.

DELETE Sheet ID C-01 and REPLACE with the attached revised Sheet ID C-01.

DELETE Sheet ID C-02 and REPLACE with the attached revised Sheet ID C-02.

DELETE Sheet ID C-03 and REPLACE with the attached revised Sheet ID C-03.

DELETE Sheet ID C-04 and REPLACE with the attached revised Sheet ID C-04.

DELETE Sheet ID C-05 and REPLACE with the attached revised Sheet ID C-05.

DELETE Sheet ID C-06 and REPLACE with the attached revised Sheet ID C-06.

DELETE Sheet ID C-07 and REPLACE with the attached revised Sheet ID C-07.

DELETE Sheet ID C-08 and REPLACE with the attached revised Sheet ID C-08.

DELETE Sheet ID C-09 and REPLACE with the attached revised Sheet ID C-09.

DELETE Sheet ID C-10 and REPLACE with the attached revised Sheet ID C-10.

DELETE Sheet ID C-11 and REPLACE with the attached revised Sheet ID C-11.

DELETE Sheet ID C-12 and REPLACE with the attached revised Sheet ID C-12.

DELETE Sheet ID C-13 and REPLACE with the attached revised Sheet ID C-13.

DELETE Sheet ID C-14 and REPLACE with the attached revised Sheet ID C-14.

DELETE Sheet ID C-15 and REPLACE with the attached revised Sheet ID C-15.

DELETE Sheet ID C-16 and REPLACE with the attached revised Sheet ID C-16.

DELETE Sheet ID C-17 and REPLACE with the attached revised Sheet ID C-17.

DELETE Sheet ID C-18 and REPLACE with the attached revised Sheet ID C-18.

3. Add XYZ Files as an attachment.

(End of Summary of Changes)

(End of Summary of Changes)

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SURVEYING, 30 NOV 2013.

REQUIREMENTS WERE FOLLOWED IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

10. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE

AT THE TIME OF THE SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS

THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON

8. AIDS TO NAVIGATION WERE NOT LOCATED DURING THIS SURVEY.

SV FLORIDA II 8 MAY 2018 D/A-N TARGET AREA

VESSEL DATE OF SURVEY AREA

SINGLE-BEAM TRANSDUCER. SOUNDINGS ARE SHOWN IN HIGH FREQUENCY.

AND A ROSS SMART SOUNDER MODEL 835B DUAL-FREQUENCY SOUNDER WITH A 28/200 KHZ

7. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC MODEL 2024 MULTI-BEAM SYSTEM

OPUS PID: BBCK39

TIDE STAFF WAS SET NEAR FERNANDINA MUNICIPAL MARINA FROM “RICHARD E. BONNER”,

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" OPUS PID: BBCB08, FOR ENTIRE PROJECT

WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

6. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING

EAST ZONE OF GEORGIA AND REFERENCED TO NORTH AMERICAN DATUM OF 1983 (NAD83).

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE

HYPACK KINEMATIC TIDAL DATUM MODEL (KINGS BAY-2013 06 26.KTD).

4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS USING A

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+) SIGN.

NOAA TIDAL STATION 872-0030, FERNANDINA BEACH, AMELIA RIVER, FLORIDA.

SITE SPECIFIED BELOW:

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE

ATMOSPHERIC ADMINISTRATION (NOAA). NOAA’S VDATUM MODEL WAS USED AND CALIBRATED

TIDAL DATUM, TIDAL EPOCH 1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW)

1. REFER TO SURVEY NO. 18-169.

SURVEY NOTES: NEARSHORE DISPOSAL (DA-N)

USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 2013.

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH

8. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE

FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF SURVEY.

AS INDICATING THE GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY

SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED

7. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF

FLORIDA II 9 & 10 MAY 2018 ODMDS, DA-O

SURVEY VESSEL DATE OF SURVEY AREA

SOUNDER. SOUNDINGS SHOWN IN HIGH-FREQUENCY.

SYSTEM AND ROSS SMARTSOUNDER DUAL FREQUENCY 28/200 KHZ SINGLE BEAM

VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC 2024 MULTI-BEAM

P.I.D.- BBCK39

*TIDE STAFF LOCATED AT "RICHARD E. BONNER"

P.I.D-. BBCB08

*REFERENCE BASE LOCATED AT "BATH HOUSE ARP"

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

6. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS

THE NORTH AMERICAN DATUM OF 1983 (NAD 83).

PROJECTION FOR THE EAST ZONE OF GEORGIA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

BY A (+) SIGN.

4. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED

"KINGSBAY 07JUNE 2010.KTD".

(RTK) WITH A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL. FILE NAME:

3. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC GPS

TO THE 1983-2001 TIDAL EPOCH.

REPORTED MEAN LOWER LOW WATER (MLLW) TIDAL DATUM RELATIVE

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NOAA

1. REFER TO SURVEY NO. 18-168.

SURVEY NOTES: OCEAN DISPOSAL AREA (D/A-O) SURVEY NOTES: FORT CLINCH AND SOUTH JETTY (D/A-F)

SURVEYING, 30 NOV 2013.

SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

8. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

7. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

BEACH PROFILE LINES

FT. CLINCH GROINS AND15 FEB 2018 SB-36

BEACH PROFILE LINES

FT. CLINCH GROINS AND 16-16 FEB 2018 TOPOGRAPHIC

CUTDATE OF SURVEY VESSEL

SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

SMART SOUNDER WITH A 28/200 KHZ SINGLE-BEAM TRANSDUCER. ALL

6. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835C

"RICHARD E. bONNER" (PID: BBCK39)

TIDE STAFF WAS LOCATED AT FERNANDINA MUNICIPAL MARINA SET FROM

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" (PID: BBCB08)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATIONS:

6. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS

(RTK) GPS.

5. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

4 PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

3 ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

2. DEPTHS AND ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE

1. REFER TO SURVEY NO. 18-033.

USACE EM 1110-2-1003, HYDROGRAPHIC SURVEYING, 30 NOV 13.

ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL AND QUALITY

OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY.

GENERAL CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION

ON THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE

9. AIDS TO NAVIGATION WERE NOT LOCATED FOR THIS SURVEY.

SV-FLORIDA II 25-26 MAY, 09 JUN 2016 NEARSHORE D/A-N

VESSEL DATE OF SURVEY AREA SURVEYED

28/200 KHZ TRANSDUCER. SOUNDINGS ARE SHOWN IN HIGH FREQUENCY.

BEAM SYSTEM AND A ROSS MODEL 835B DUAL-FREQUENCY SMARTSOUNDER WITH A

8. VERTICAL MEASUREMENTS WERE MADE USING A R2 SONIC MODEL 2024 (240KHZ) MULTI-

NOAA TIDAL STATION 872-0030, FERNANDINA BEACH , AMELIA RIVER, FLORIDA

BELOW:

MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE SITE SPECIFIED

NOAA'S VDATUM MODEL WAS USED AND THE SURVEY WAS CALIBRATED TO THE PUBLISHED

AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA).

7. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH 1983-2001,

(OPUS PID: BBCK39)

TIDE STAFF SET NEAR FERNANDINA MUNICIPAL MARINA FROM "RICHARD E. BONNER"

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" (OPUS PID: BBCB08)

WITH THE FOLLOWING REFERENCE BASE LOCATION:

6. SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING

OF 1983 (NAD83).

FOR THE EAST ZONE OF GEORGIA AND REFERENCED TO NORTH AMERICAN DATUM

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL. FILE NAME: KINGSBAY-7JUNE2010.KTD.

4. TIDAL REDUCTIONS WERE OBTAINED USING REAL-TIME KINEMATIC GPS (RTK) USING

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+) SIGN.

(MLLW).

2. SOUNDINGS ARE IN FEET AND TENTHS AND REFER TO MEAN LOWER LOW WATER

1. REFER TO SURVEY NO. 16-141.

SURVEY NOTES: NEARSHORE DISPOSAL (DA-N)

SURVEY NOTES: ENTRANCE CHANNEL

PROJECT ELEVATION GRADES TO NATIONWIDE VERTICAL DATUMS, 31 DEC 2010.

SURVEYING, 30 NOV 2013 AND EM 1110-2-6056, STANDARDS AND PROCEDURES FOR REFERENCING

WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

11. SURVEY ACCURACY STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE REQUIREMENTS

AT THE TIME OF SURVEY AND IS NOT TO BE USED FOR NAVIGATION.

CONDITIONS AT THAT TIME. THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS

THE DATES INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

SV-FLORIDA II 21 JUN 2018 CUT-1N, STA 200+00-350+00

SV-FLORIDA II 20 JUN 2018 CUT-1N, STA 350+00-501+24

SV-FLORIDA II 12 JUN 2018 CUT-1N, STA 75+00-200+00

SV-FLORIDA II 11 JUN 2018 CUT-1N, STA 00+00-75+00

SURVEY VESSEL DATE OF SURVEY AREA SURVEYED

TO STA. 350+00.

ARE SHOWN IN HIGH FREQUENCY (240 KHZ) AND LOW FREQUENCY (28 KHZ) FROM STA. 200+00

TRANSDUCER. SOUNDINGS FROM STA. 0+00 TO STA. 200+00 AND STA. 350+00 TO STA. 501+24

AND A ROSS MODEL 835C DUAL-FREQUENCY SOUNDER WITH A 28/200 KHZ SINGLE-BEAM

8. VERTICAL MEASUREMENTS WERE MADE USING A R2SONIC MODEL 2024 MULTI-BEAM SYSTEM,

TIDE STAFF WAS SET NEAR FERNANDINA MUNICIPAL MARINA FROM “RICHARD E. BONNER”,

REFERENCE BASE LOCATED AT “BATH HOUSE ARP”, OPUS PID: BBCB08 FOR ENTIRE PROJECT

FOLLOWING REFERENCE BASE LOCATION:

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC GPS POSITIONING WITH THE

6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

EAST ZONE OF GEORGIA AND REFERENCED TO THE NORTH AMERICAN DATUM OF 1983 (NAD 83).

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE

A HYPACK KINEMATIC TIDAL DATUM (KTD) FILE. FILE NAME: KINGSBAY-2013 06 10.KTD.

4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC (RTK) GPS USING

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEEDED BY A (+) SIGN.

NOAA TIDAL STATION: 872-0030 FERNANDINA BEACH, AMELIA RIVER, FLORIDA FOR CUT-1N.

OF THE BENCHMARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

NOAA'S VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS

AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA).

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MLLW, TIDAL EPOCH 1983-2001,

1. REFER TO SURVEY NO. 18-196.

SURVEY NOTES: INNER CHANNEL

SURVEYING, 30 NOV 2013.

REQUIREMENTS WERE FOLLOWED IN ACCORDANCE WITH USACE EM 1110-2-1003, HYDROGRAPHIC

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND QUALITY ASSURANCE

NOT TO BE USED FOR NAVIGATION.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF THE SURVEY AND IS

INDICATED ABOVE AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

RGE-G, STA 39+200 TO 40+500 18 JUN 2018 SB-36

RGE-D, STA 22+547 TO 30+748 & RGE-E, STA 30+748 TO 32+8508 JUN 2018 SB-36

RGE-A2, RGE-B & RGE-C7 JUN 2018 SB-36

RGE-A & RGE-A1 5 JUN 2018 SB-36

MSF, RGE-D, STA 28+000 TO 30+748, RGE-E, STA 30+748 TO 35+999 4 JUN 2018 SB-36

SITE-6 (SOUTH) 21 & 24 MAY 2018 SB-36

RGE-F & RGE-G16 MAY 2018 SB-36

AREA SURVEYEDVESSEL DATE OF SURVEY

ARE IN HIGH FREQUENCY.

SOUNDINGS SHOWN FROM RANGE-A THRU RANGE-I, INCLUDING EHW-1-2-WARPING WHARF, SITE-6 AND MSF

SINGLE-BEAM TRANSDUCER AND AN RESON MODEL T20P MULTIBEAM SYSTEM OPERATING AT 200/400 KHZ.

8. VERTICAL MEASUREMENTS WERE MADE USING A ROSS MODEL 835C SMART SOUNDER WITH A 28/200 KHZ

TIDE STAFF SET FROM NOS TIDAL BM “9511F”

REFERENCE BASE LOCATED AT “USCG KINGS BAY ARP" FOR RGE-G, STA 39+100 TO RGE-I, STA 48+175

TIDE STAFF SET FROM DMA “KBFD-1, 1980”

REFERENCE BASE LOCATED AT "USCG KINGS BAY ARP" FOR RGE-D, STA 22+547 TO RGE-G, STA 39+100

TIDE STAFF LOCATED AT FERNANDINA MUNICIPAL MARINA SET FROM “RICHARD E. BONNER”

REFERENCE BASE LOCATED AT "BATH HOUSE ARP" FOR RGE-A, STA 0+000 THRU RGE-C, STA 22+547:

FOLLOWING REFERENCE BASE LOCATIONS:

7. THIS SURVEY WAS PERFORMED USING REAL-TIME KINEMATIC (RTK) GPS POSITIONING WITH THE

6. ALL STATIONING REFERS TO THE CENTERLINE OF THE CHANNEL.

1001 OF GEORGIA AND REFERENCED TO NORTH AMERICAN DATUM OF 1983 (NAD83).

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION FOR THE EAST ZONE

TIDAL DATUM MODEL (KINGSBAY-2013 06 26.KTD).

4. TIDAL REDUCTIONS WERE OBTAINED UTILIZING REAL-TIME KINEMATIC GPS AND A HYPACK KINEMATIC

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY A (+) SIGN.

NOAA TIDAL STATION 867-9511, KINGS BAY, GA

NOAA TIDAL STATION 872-0030, FERNANDINA BEACH, FL

BENCH MARKS ASSOCIATED WITH THE TIDE GAGE SITES SPECIFIED BELOW:

(NOAA). NOAA’S VDATUM MODEL WAS USED AND CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE

TIDAL EPOCH 1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

2. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW WATER (MLLW) TIDAL DATUM,

1. REFER TO SURVEY NO. 18-195.

GENERAL NOTES CHANNEL SURVEY NOTES

G-03

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BEACH SURVEY NOTES

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SURVEY NOTES: ENTRANCE CHANNEL

SURVEY NOTES: INNER CHANNEL

BY ER 1110-1-8152.

ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED

INDIVIDUALS THAT APPEAR ON THESE PROJECT DOCUMENTS

SIGNATURES AND REGISTRATION DESIGNATIONS OF

OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

6. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT

O.F.W. CRITERIA.

ARE ALSO LOCATED IN THE AQUATIC PRESERVE BUT ARE EXEMPT FROM

(O.F.W.). SOME PORTIONS OF THE FEDERAL CHANNEL AND SETTLING BASINS

5. THE FORT CLINCH AQUATIC PRESERVE IS AN OUTSTANDING FLORIDA WATER

UNLESS OTHERWISE INDICATED.

INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY

4. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR

1983 (NAD83).

SYSTEMS AND BOTH ARE REFERENCED TO THE NORTH AMERICAN DATUM OF

3. UNITS OF U.S. SURVEY FEET ARE USED FOR BOTH STATE PLANE COORDINATE

FLORIDA STATE PLANE EAST COORDINATE SYSTEM.

2. ALL BEACH DRAWINGS (C-21 THRU C-24) ARE BASED ON THE

SYSTEM.

DRAWINGS ARE BASED ON THE GEORGIA STATE PLANE EAST COORDINATE

1. ALL DREDGING (C-01 THRU C-16), NEARSHORE (C-19), AND ODMDS (C-20)

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M E

N T

POINT (Y) NORTHING(X) EASTING

GEORGIA EAST ZONE PLANE COORDINATES (NAD83)(90)

CENTERLINE

RS = RIGHT SIDE

LS = LEFT SIDE

LT = LEFT TURNING

SB= SMALL BOAT BASIN

HB = EXPLOSIVE HANDLING BASIN

SS = SITE SIX OPERATING AREA

BR = BOAT RAMP

MS = MAGNETIC SILENCING FACILITY

SB02

SB01

BR04

BR03

BR02

BR01

HB05

HB04

HB03

HB02

HB01

SS03

SS02

SS01

MS02

MS01

LT04

LT03

LT02

LT01

LS19

LS18

LS17

LS16

LS15

LS14

LS13

LS12

LS11

LS10

LS09

LS08

LS07

LS06

LS05

LS04

LS03

RS19

RS18

RS17

RS16

RS15

RS14

RS13

RS12

RS11

RS10

RS09

RS08

RS07

RS06

RS05

RS04

RS03

RT02

XIV

XIII

XII

XI

X

IX

VIII

VII

VI

V

IV

III

859,411.51

860,115.82

868,115.00

867,285.00

867,285.00

868,305.74

860,666.46

860,638.28

862,500.18

862,845.04

864,423.26

864,108.18

867,344.70

867,481.22

867,914.38

869,014.94

870,087.37

870,295.04

928,900.69

932,655.50

857,489.78

857,474.02

858,962.41

859,249.97

859,415.45

860,629.26

861,850.08

865,687.15

866,779.13

868,458.82

869,363.97

870,439.48

869,959.29

870,569.61

871,582.03

873,382.67

880,788.34

857,955.61

858,192.00

858,643.71

859,160.87

859,164.81

859,588.75

861,159.70

862,144.15

864,179.74

866,640.06

869,619.97

870,941.63

870,510.93

870,939.97

872,133.28

874,141.17

880,843.12

879,157.25

857,604.48

859,419.36

861,709.70

865,853.78

866,908.45

869,379.82

870,690.31

870,221.49

870,846.98

871,801.20

873,496.11

880,815.73

292,566.46

291,627.22

283,585.00

283,718.00

283,518.00

283,349.67

291,592.38

291,387.42

289,457.43

289,329.23

289,065.75

289,118.27

285,813.71

285,952.47

283,581.22

282,505.57

277,023.77

272,635.63

260,268.93

259,642.64

295,120.00

294,929.50

293,175.24

292,991.96

292,833.16

291,629.14

290,422.90

288,399.15

287,269.00

284,119.29

281,492.76

274,848.56

267,491.77

264,287.25

262,423.58

261,358.03

258,071.35

295,508.56

295,593.00

295,752.56

295,143.73

293,999.78

293,334.83

292,093.51

291,566.34

289,949.13

288,616.45

283,030.03

274,865.19

268,266.63

265,453.19

262,942.30

261,548.74

258,574.37

259322.19

295,302.47

293,163.40

290,900.40

288,655.68

287,582.11

282,949.05

274,853.21

267,670.47

264,386.28

262,629.74

261,571.35

258,322.86

RT = RIGHT TURNING

CONTROL POINTS

INNER CHANNEL

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

VERTICAL / TIDAL CALIBRATION CONTROL POINT

HORIZONTAL AND VERTICAL CONTROL POINT

867 9511 F TIDAL

KBFD-1

USCG KINGS BAY ARP

RICHARD E. BONNER

BATH HOUSE ARP

BBBW69

N/A

BBDK29

BBCK39

BBCB08

292,230.SC

287,700.SC

287,675.63

245,067.46

255,327.18

859,850.SC

866,210.SC

866,092.39

876,656.40

887,895.07

12.52

7.15

22.24

7.35

27.87

16.57

11.10

N/A

11.17

N/A

KBFD-1

USCG KINGS BAY ARP

867 9511 F TIDAL

RICHARD E. BONNER

( GEORGIA STATE PLANE EAST COORDINATE SYSTEM )

( GEORGIA STATE PLANE EAST COORDINATE SYSTEM )

BATH HOUSE ARP

SURVEY CONTROL POINTS

MONUMENT WAS USED FOR A PARTICULAR SURVEY.

4. REFER TO THE SURVEY NOTES FOR INFORMATION REGARDING WHICH

HORIZONTAL CONTROL.

TO BE USED AS A VERTICAL CALIBRATION/CHECK POINT, NOT FOR

3. "SC" INDICATES A SCALED HORIZONTAL POSITION. THIS POINT IS ONLY TO

SURVEYING AND MAPPING BRANCH" FOR SPECIFIC DETAILS AND ACCESS.

RECEIVER/ANTENNA/RTK INSTALLATION. CONTACT "OPERATIONS DIVISION /

2. "ARP" AS USED ABOVE INDICATES THAT THIS MARK IS AN OPERATIONAL GPS

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

1. PLANE COORDINATES SHOWN IN THIS TABLE ARE BASED ON THE

NOTES:

RANGE-A

RANGE-A1

R A

N G

E -A

J O

L L

Y R

IV

E R

C U

M B

E R

L A

N D S

O U

N D

R A

N G

E -B

P.I. STA. 12+005.31

RANGE-A1

RANGE-A2

P.I. STA. 10+006.32

P.I. STA. 08+008.09

RANGE-A

RANGE-A1

RANGE-A2

RANGE-B

ISLAND

LITTLE TIGER

ISLAND

TIGER

C U

M B

E R

L A

N D I S

L A

N D

IS

L

A N

D D

R U

M P

O

IN

T

A T L A N T I C O C E A N

NOTES:

G E O R G I A

F L O R I D A

C A M D E N C O U N T Y

N A S S A U C O U N T Y

RANGE-B

RANGE-C

P.I. STA. 15+348.53

RANGE-C

RANGE-D

P.I. STA. 22+546.56

RANGE-D

RANGE-E

P.I. STA. 30+747.78

RANGE-E

RANGE-F

P.I. STA. 35+998.77

RANGE-F

RANGE-G

P.I. STA. 37+503.73

RANGE-G

RANGE-H

P.I. STA. 42+216.70

P.I. STA. 45+436.46

P.I. STA. 48+241.70

RANGE-I

RANGE-H

RANGE-I

RS02

R A

N G

E -C

R A

N G

E -D

R A

N G

E -E

R A N G E -F

RANGE-G

R A N G E -H

R A N

G E -I

LS04

LS05

LS06

RS03

III

LS03

LS07

LT04

LS08

LT03

LS09

MS01

BR01

BR04

MS02

BR02

BR03

LS10

SS02

SS01

LS11

LS12

IX

R S

X

R S

X I

R S

R S

R S

R S 14R

S

R S

R S

X

III

R S

R S

R S

HB01

SS03

HB02

HB03

LS13

X

II

R S

V

II

V

V I

V I

R S

V

III

HB04

HB05

LS14

SB01

SB02

LS15

LS16

LS17

X

IV

L S

L S

R S

R S

R S

P.I. STA. 0+00 CUT-1N - ENTRANCE CHANNEL

P.I. STA. 00+000 RANGE A - INNER CHANNEL

IN

N

E R C

H A

N N

E L

C O

N T

R O

L D

A T

A

G-06

K B

E C

-G

I1 P ln .d g n

N E

R A

L

M A

T C

H L

IN

E S

H E

E T G

-0 S

T A

C

U T -1

N

X

X

X

X

X

X

X

X

Y=250000

Y=260000

Y=270000

Y=280000

Y=290000

Y=300000

FL/GA STATE LINE

N

2000' 4000'0

NAVAL SUBMARINE BASE KINGS BAY

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

PLANE COORDINATES SHOWN ON THIS DRAWING ARE BASED ON THE

ST M

ARYS R

IVER

R

E V

IS

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

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N N

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D E

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D B

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D E

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M A

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T E

D B

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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

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10 11 12

H

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13 14

K

L

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 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY19\080 - Plans\01 General\G-06

D R

A W

IN

G D

A T

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F

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E N

A M

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A N

S

J A

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S O

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L E D

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M A

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T E

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G E

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R A

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H A

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T -1

N T

H R

O U

G H R

A N

G E -E

A N

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O O

T P

R O J E

B O

G

IN

A

B T

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C H

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B E

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D B

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C O

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C H

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K E

D B

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D R

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N B

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IS

S

U E D

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B

C

D

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F

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2 3 4 5 6 7 8 9 10 11 12

H

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13 14

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®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

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY19\080 - Plans\05 Civil\C-01

D R

A W

IN

G D

A T

E

F

IL

E N

A M

E

A N

S

J A

C K

S O

N V

IL

L E D

IS

T R

IC

T

S

A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

U .S

N A

V A

L S

T A

T

IO

N K

IN

G S B

A Y

C A

M D

E N C

O U

N T

Y

G E

O R

G

IA

A

N D N

A S

S A

U C

O U

N T

Y F

L O

R

ID

A

M A

IN

T E

N A

N C

E D

R E

D G

IN

G E

N T

R A

N C

E C

H A

N N

E L

C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J E

B O

G

IN

A

B T

R O

C H

E

J

B E

R G

E N

M A

Y

W E

P

B

.5

.2

.1

.9

.8

.7

.6

.4

.3

.0

.2

.6

.1

.1

A T L A N T I C O C E A N

NTS

KEY PLAN

KINGS BAY ENTRANCE CHANNEL

INNER CHANNEL

K

IN

G S B

A Y

C -0

C -0

C -0

C -0

C -0

C -0

C -0

C -0

C -1

C -0

C -1

"RLB-20"

"GLB-21"

PLANE COORDINATES

YX

AIDS TO NAVIGATION

LT. BUOY-20 (06/18)

LT. BUOY-21 (06/18)

258,880

258,433

887,989

888,034

SS-KBEC09-4

SS-KBEC09-3

VB-KB05-08

VB-KB05-07

VB-KB05-09

CUT-1N

RGE. 1000

RGE. 750

RGE. 1250

RGE. 1000

RGE. 750

RGE. 1250

KINGS BAY ENTRANCE CHANNEL

KINGS BAY ENTRANCE CHANNEL

2-FOOT ALLOWABLE OVERDEPTH

49-FOOT REQUIRED DEPTH (KBEC) PLUS

NOTES:

BOUNDARY LINE (SEE NOTE 2)

FORT CLINCH AQUATIC PRESERVE

D R

E D

G

IN

G P

L A

N

C-01

K B

E C

-C

N p ln .d

IV

IL

100' 200'0

DREDGING PLAN

MATERIAL TO BE PLACED IN D/A-N

T

A

C

U T

N

S T

A

T

O

S

T A C

U T -1

N

S T

A C

U T -1

N

Y=257000

Y=258000

Y=259000

Y=260000

X

X

X

X

RADIUS = 200'

258151Y=

887426X=

RGE. 1600

RGE. 400

OR SPUDDING IS ALLOWED WITHIN THE BUFFER.

ONLY ALLOWED TO A MAXIMUM DEPTH OF 47 FEET BUT NO ANCHORING

3. IN THE HATCHED CULTURAL RESOURCE AREA BUFFER DREDGING IS

PRESERVE ARE EXEMPT FROM O.F.W. CRITERIA.

FEDERAL CHANNEL AND SIDE SLOPES LOCATED WITHIN THE AQUATIC

OF THE BOUNDARY LINE SHOWN IN THE PLANS. THE PORTIONS OF THE

2. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED TO THE SOUTH

THE 1983-2001 TIDAL EPOCH.

REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER (MLLW) OF

TO NORTH AMERICAN DATUM OF 1983 (NAD83). ELEVATIONS

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

1. PLANE COORDINATES SHOWN ON THIS DWG. ARE BASED ON THE

(SEE NOTE 3)

AREA BUFFER

CULTURAL RESOURCE

M A

T C

H L

IN

E S

H E

E T C

-0 S

T A

C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

R

E V

IS

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

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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

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10 11 12

H

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13 14

K

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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

N G

IN

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Kingsbay\KBEC MD FY19\080 - Plans\05 Civil\C-02

D R

A W

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G D

A T

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F

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A N

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L E D

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M A

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T E

N A

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R E

D G

IN

G E

N T

R A

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E C

H A

N N

E L

C U

T -1

N T

H R

O U

G H R

A N

G E -E

A N

D

-F

O O

T P

R O J E

B O

G

IN

A

B T

R O

C H

E

J

B E

R G

E N

M A

Y

W E

P

B

.9

.8

.8

5.

.0

.1

.1

A T L A N T I C O C E A N

NTS

KEY PLAN

KINGS BAY ENTRANCE CHANNEL

INNER CHANNEL

K

IN

G S B

A Y

C -0

C -0

C -0

C -0

C -0

C -0

C -0

C -0

C -1

C -0

C -1

A

C-17

A

C-17

SS-KBEC09-5

VB-KB15-28

SS-KBEC09-6 SS-KBEC09-7

VB-KB05-12

VB-KB05-13

VB-KB05-11

VB-KB05-15

VB-KB05-14

VB-KB05-10

CUT-1N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

S T

A C

U T -1

N

RGE. 1000

RGE. 750

RGE. 1250

RGE. 1000

RGE. 750

RGE. 1250

KINGS BAY ENTRANCE CHANNEL

KINGS BAY ENTRANCE CHANNEL

2-FOOT ALLOWABLE OVERDEPTH

49-FOOT REQUIRED DEPTH (KBEC) PLUS

NOTES:

BOUNDARY LINE (SEE NOTE 2)

FORT CLINCH AQUATIC PRESERVE

S T

A C

U T -1

N

X

X

X

X

Y=258000

Y=259000

Y=260000

D R

E D

G

IN

G P

L A

N

C-02

K B

E C

-C

N p ln .d

IV

IL

S T

A

T

O

S

T A C

U T -1

N

100' 200'0

DREDGING PLAN

PRESERVE ARE EXEMPT FROM O.F.W. CRITERIA.

FEDERAL CHANNEL AND SIDE SLOPES LOCATED WITHIN THE AQUATIC

OF THE BOUNDARY LINE SHOWN IN THE PLANS. THE PORTIONS OF THE

2. THE FORT CLINCH AQUATIC PRESERVE IS LOCATED TO THE SOUTH

THE 1983-2001 TIDAL EPOCH.

REFER TO NOAA'S REPORTED MEAN LOWER LOW WATER (MLLW) OF

TO NORTH AMERICAN DATUM OF 1983 (NAD83). ELEVATIONS

GEORGIA STATE PLANE EAST COORDINATE SYSTEM AND REFERENCE

1. PLANE COORDINATES SHOWN ON THIS DWG. ARE BASED ON THE

MATERIAL TO BE PLACED IN D/A-N MATERIAL TO BE PLACED IN D/A-F AND D/A-SJ

M A

T C

H L

IN

E S

H E

E T C

-0 S

T A

C

U T -1

N

M A

T C

H L

IN

E S

H E

E T C

-0 S

T A

C

U T -1

N

R

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P A

N Y A

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N D

M E

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A T

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N N

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D E

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C H

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K E

D B

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D R

A W

N B

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IS

S

U E D

A T

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B

C

D

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F

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2 3 4 5 6 7 8 9 10 11 12

H

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13 14

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

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D R

A W

IN

G D

A T

E

F

IL

E N

A M

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A N

S

J A

C K

S O

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L E D

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T R

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T

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A N M

A R

C O B

L V

D

J A

C K

S O

N V

IL

L E F

L

U .S

N A

V A

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.5