Amendment_0002.pdf

PDF 8 MB Posted Feb 19, 2019

Attached to: Marine Corps Support Facility - Blount Island, Maintenance Dredging, 38-Foot Project
Solicitation number: W912EP-19-B-0003
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Amendment 0002

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File	Type	Posted
W912EP19B0003__Amend_0004.pdf	PDF	Apr 1, 2019
W912EP19B0003_Marine_Corps_Support_Bid_Abstract.pdf	PDF	Mar 1, 2019
BI_MCT_GDR_FY19-final_revised9202018.pdf	PDF	Feb 26, 2019
Amendment_0003.pdf	PDF	Feb 26, 2019
19-073 USMC BLOUNT ISLAND OUTSIDE SECURITY FENCE 12 JAN 19 3X3 AVG SB-46_NegZ.xyz	XYZ file	Feb 20, 2019
19-073_USMC B I_AD_INSIDE SECURITY FENCE_STA 18+00 to 37+00_LF_12 JAN 19 SB-46_NegZ.xyz	XYZ file	Feb 20, 2019
COMBINED_19-073_USMC B I_AD_INSIDE SECURITY FENCE_STA 00+00 to 18+00_XS & LONGLINES_LF_18 DEC & 03 JAN 19 SB-46_NegZ.xyz	XYZ file	Feb 20, 2019
19-073_USMC B I_AD_INSIDE SECURITY FENCE_STA 18+00 to 37+00_Longlines_LF_12 JAN 19 SB-46_NegZ.xyz	XYZ file	Feb 20, 2019
Amendment_0001.pdf	PDF	Feb 7, 2019
19B0003Volume2Specs.pdf	PDF	Feb 1, 2019
BI_MCT_GDR_FY19-final.pdf	PDF	Feb 1, 2019
18-171_BIMT_OUTSIDE_1-JUN-18_3X3_AVG-SB-36-N.xyz	XYZ file	Feb 1, 2019
18-171_BIMT_30-MAY-18_SB+LL_LF_ALLPTS-N.xyz	XYZ file	Feb 1, 2019
Plans-USMC_BlountIsland_FY19.pdf	PDF	Feb 1, 2019
W912EP19B0003_Blount_Island_Volume_01_.pdf	PDF	Feb 1, 2019

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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)

30-105-04 EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

1. CONTRACT ID CODE PAGE OF PAGES

1 15

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

16C. DATE SIGNED

16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. 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 9A. AMENDMENT OF SOLICITATION NO.

X 9B. DATED (SEE ITEM

11) 1 Feb 2019

10B. DATED (SEE ITEM 13)

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, 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 0 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

19-Feb 2019

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 CODE CODE

EMAIL: TEL:

MARINE CORPS SUPPORT FACILITY- BLOUNT ISLAND, MAINTENANCE DREDGING, 38-FOOT

PROJECT, DUVAL COUNTY, FLORIDA

A. See Continuation Sheet for Amendments details.

B. The Proposal Due Date Remain Unchanged C. All other Terms and Condiions remain uchanged.

W912EP19B0003

K3CTCWW9

Typewritten Text X

SF 30 CONTINUATION SHEET

Marine Corps Support Facility – Blount Island, Maintenance Dredging, 38-Foot Project, Duval County, Florida

W912EP19B0003 2 Amendment 0002

SUMMARY OF CHANGES

1. SPECIFICATIONS:

DELETE Section 00010A and REPLACE with the attached revised Section 00010A.

DELETE Section 00 31 21 and REPLACE with the attached revised Section 00 31 21.

2. DRAWINGS:

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

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

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.

3. AVAILABLE INFORMATION:

Zipped survey XYZ file “19-073_XYZ.zip”.

(End of Summary of Changes)

The text changes have been updated with additions noted by underlined text and deletions noted by line/cross-outs, and pertain only to changes made by this amendment. The entire section is replaced if there is any change. The Project Table of Contents and Submittal Register are replaced without underlines and cross-outs if there are changes to these documents. New sections are added without underlines and cross-outs.

CHANGES TO SPECIFICATIONS

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

MARINE CORPS SUPPORT FACILITY - BLOUNT ISLAND

MAINTENANCE DREDGING, 38-FOOT PROJECT

DUVAL COUNTY, FLORIDA

W912EP19B0003 00010A-1 Amendment 0002

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

0001 MOBILIZATION AND DEMOBILIZATION JOB $_______________

0002 EXCAVATION, UNCLASSIFIED

STATION 0+00 TO STATION 6+00 AND STATION

8+32.6 TO STATION 56+09.1 TO A DEPTH OF

38 FEET PLUS ALLOWABLE OVERDEPTH

(ESTIMATED QUANTITIES, SEE NOTE 1) 76,000 CUBIC YARD $___________ $_______________

0003 EXCAVATION, UNCLASSIFIED

STATION 6+00 TO STATION 8+32.6 TO A DEPTH

OF 50 FEET PLUS ALLOWABLE OVERDEPTH

(ESTIMATED QUANTITIES, SEE NOTE 1) 51,000 CUBIC YARD $___________ $_______________

0004 TURBIDITY AND DISPOSAL MONITORING JOB $_______________

0005 BIRD MONITORING JOB $_______________

0006 STANDBY TIME (SEE NOTE 3) 24 HOUR $___________ $_______________

0007 PARTNERING REGROUP (SEE NOTE 4) 1 EACH $___________ $_______________

TOTAL BID (LINE ITEMS 0001 THROUGH 0007) $_______________

NOTES: (1) THE TOTAL QUANTITY SHOWN FOR EACH EXCAVATION CLIN INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR BETWEEN THE DATES OF SURVEYS SHOWN ON THE DRAWINGS AND ACTUAL DREDGING. THE CONTRACTOR SHALL NOT PERFORM WORK IN EXCESS OF THE TOTAL ESTIMATED QUANITITY GIVEN FOR EACH CLIN WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER AT LEAST ONE WEEK PRIOR TO THE ANTICIPATED DATE THAT THE ESTIMATED QUANTITY MAY

BE EXCEEDED.

(2) ALL OFFERS MUST BE FOR THE ENTIRE WORK AND MUST HAVE EACH BLANK SPACE COMPLETED.

(3) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER OR ADMINISTRATIVE CONTRACTING OFFICER. STANDBY TIME SHALL BE UTILIZED ONLY DUE TO THE PRESENCE OF ENDANGERED SPECIES IN THE IMMEDIATE AREA OF THE DREDGING OPERATIONS, DIFFERIING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS DETERMINED BY THE CONTRACTING OFFICER.

STANDBY TIME IS NOT AFFORDED FOR DELAYS CAUSED BY ADVERSE WEATHER CONDITIONS. THIS LINE ITEM IS NOT SUBJECT TO THE VARIATION IN ESTIMATED QUANTITY CLAUSE, AND PAYMENT WILL ONLY BE MADE FOR ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER. SEE SECTION 01 22 00 MEASUREMENT AND PAYMENT

AND SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

(4) THIS LINE ITEM IS NOT SUBJECT TO THE VARIATION IN ESTIMATED QUANTITY CLAUSE, AND PAYMENT WILL ONLY

BE MADE FOR ACTUAL NUMBER OF PARTNERING REGROUPS CONDUCTED.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1 Amendment 0002

DESIGNATION: ST JO 351 2009 JAX FL

PROCEED FROM INTERSECTION OF I295/S.R. 9A AND HECKSCHER DRIVE, 4.1 MI. SOUTH ON

HECKSCHER DRIVE TO A DIRT/GRAVEL ROAD DR. +/-280' SOUTH OF CLAPBOARD CREEK

BRIDGE, TURN EAST/LEFT ONTO GRAVEL ROAD +/- 160' TO A FENCE, CONTINUE THRU FENCE

345'+/- TO INTERSECTION OF A LEVEE ROAD, TURN LEFT/NORTH ALONG LEVEE ROAD +/-170'.

POINT IS +/- 260' NORTH OF CENTERLINE OF GRAVEL ROAD, +/-75' WEST OF WEST TOP OF

LEVEE.

SECTION 00 31 21 Page 2 Amendment 0002

DESIGNATION: ST JO 352 2009 JAX FL

PROCEED FROM INTERSECTION OF I295/S.R. 9A AND HECKSCHER DRIVE, 4.1 MI. SOUTH ON

HECKSCHER DRIVE TO A DIRT/GRAVEL ROAD DR. +/-280' SOUTH OF CLAPBOARD CREEK

BRIDGE, TURN EAST/LEFT ONTO GRAVEL ROAD +/- 160' TO A FENCE, CONTINUE THRU FENCE

345'+/- TO INTERSECTION OF A LEVEE ROAD, TURN LEFT/NORTH ALONG LEVEE ROAD 1 MILE'.

POINT IS +/- 65' NORTH OF NORTH TOP OF LEVEE.

SECTION 00 31 21 Page 3 Amendment 0002

Designation: BIMT-101

PID: BBBX61

Stamping: BIMT-101, 2010, JAX DIST Setting: Set in top of concrete monument

Description: To reach from the intersection of Heckscher Dr and the entrance to Blount Island Marine Terminal, proceed southerly for 0.4 miles to entrance road on left leading to the Marine Corps Support Facility. Turn left then right onto Channel View Blvd and proceed to Entry Control Gate. Once through gate proceed on Channel View Blvd 1.0 miles to Sonar Way. Turn right and proceed 0.4 miles to Pierhead Way. Turn left and proceed southerly 0.7 miles to an area known as Navy Point and station location.

Observed: 2010-05-26T14:41:00Z

SECTION 00 31 21 Page 4 Amendment 0002

DESIGNATION - 872 0221 M TIDAL

PID - DH8953

STATE/COUNTY - FL/DUVAL

MARKER: FLANGE-ENCASED ROD

SETTING: STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)

STAMPING: 0221 M 2004

MARK LOGO: NGS

PROJECTION: RECESSED 13 CENTIMETERS

MAGNETIC: MARKER EQUIPPED WITH BAR MAGNET

STABILITY: PROBABLY HOLD POSITION/ELEVATION WELL

SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR

SATELLITE OBSERVATIONS - April 18, 2004 ROD/PIPE-DEPTH: 14.6 meters

HISTORY - Date Condition Report By

HISTORY - 20040418 MONUMENTED FLDEP

STATION DESCRIPTION :: TO REACH THE MARK FROM THE INTERSECTION OF MONUMENT

ROAD AND FORT CAROLINE ROAD IN THE COMMUNITY OF BEACON HILLS, GO WEST AND

SOUTHWEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD, TURN RIGHT ON

FULTON ROAD AND GO NORTH AND NORTHEASTERLY FOR 0.9 MI TO THE MARK ON THE

LEFT, ABOUT 250.0 FT SOUTH OF THE ST JOHNS RIVER, A STAINLESS STEEL ROD

DRIVEN TO REFUSAL AT A DEPTH OF 48.0 FT WITH AN NGS LOGO CAP RECESSED 0.5 FT

BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF FULTON ROAD, THE DATUM

POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.

LOCATED 81.5 FT NORTHWEST OF WOODEN POWER POLE NUMBER 5049, 26.5 FT WEST OF

THE CENTERLINE OF FULTON ROAD, 9.8 FT SOUTH-SOUTHEAST OF THE SOUTH GATEPOST

FOR A 6.0 FT HIGH WOODEN FENCE GATE, 3.0 FT EAST OF A CHAIN LINK FENCE AND

1.8 FT EAST OF A CARSONITE WITNESS POST.

NOTE 1 : ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.

NOTE 2 : A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.

SECTION 00 31 21 Page 5 Amendment 0002

Designation: STJO-302

PID: BBCB02

Stamping: STJO 302 1991 JAX DIST Setting: Massive retaining walls

Description: To reach from the intersection of Heckscher Dr. and the entrance to Blount Island Marine Terminal, proceed southerly for 0.4 miles to entrance road on left leading to the Marine Corps Support Facility. Turn left then right onto Channel View Blvd and proceed to Entry Control Gate. Once through gate proceed on Channel View Blvd 1.0 miles to Sonar Way. Turn right and proceed 0.4 miles to Pierhead Way. Continue west to pier. Mark is located near SW corner of bulkhead near most southerly bollard.

Observed: 2008-11-25T15:11:00Z

G E

N E

R A

G-02

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

PROJECT DEPTH

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

(EARTH, 45^)

EXISITNG SOIL

SEA GRASS LIMITS

PROJECT CHANNEL

ELEVATION AND LOCATION49.5

PIPELINE ROUTE

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

UPLAND DISPOSAL AREA

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

GRASS OR MARSH AREA

PID AF31

CHANNEL PI POINTS

CHANNEL LIMITS

A B

B R

E V

N S A

N D S

Y M

B O

L S

VERTICAL

UNITED STATES MARINE CORPS

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TURNING BASIN

STATION

STREET

SQUARE FEET/FOOT

SHEET

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1998

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

MARINE CORPS SUPPORT FACILITY

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

HORIZONTAL

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

DRAWING

DREDGE MATERIAL PLACEMENT FACILITY

DISPOSAL AREA - DAYSON ISLAND

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

CONCRETE

CENTERLINE

CHANNEL

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

VERT

USMC

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

N.T.S.

NOAA

NAD83

NAVD88

MLW

MLLW

MHW

MCSF

IWW

HORZ

FDOT

FDEP

EOB

EL / ELEV

ECL

DWG

DMPF

D/A-D

COR

CONC

CHN.

CBL

BLVD

APPROX

DREDGING AREA

FULL SECTION

PARTIAL SECTION

DETAIL INDICATOR

DRAWING WHERE SHOWN

OUT IN DETAIL

LOCATION CALLED

SMALL CONDITIONS DETAIL INDICATOR

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

(CONCST)

CONCRETE

CAST-IN-PLACE

(CONCLW)

PRECAST CONCRETE

(EARTH)

COMPACTED FILL

(GRVCRE)

/FDM

DRAINAGE BLANKET

(GRVSCL)

BEDDING MATERIAL

(RIPRAP)

RIPRAP

(EARTH, 45^)

EXISITNG SOIL

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

EXTERIOR ELEVATION

DRAWING WHERE SHOWN

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

F6 F3

MATERIAL SYMBOL KEY

REFERENCE SYMBOL KEY

TERMS AND ABBREVIATIONS

T - TELECOMMUNICATIONS

E - ELECTRICAL

M - MECHANICAL

F - FIRE PROTECTION

Q - EQUIPMENT

A - ARCHITECTURAL

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

V - SURVEY/MAPPING

G - GENERAL

IDENTIFICATION

S-56 S-56

S-76

A-32 M-51

A-21A-21

GENERAL NOTES

GENERAL SYMBOLOGY

LEGEND - NAVIGATION

LEGEND - GEOTECHNICAL BORINGS

LEGEND - AIDS TO NAVIGATION

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

DISCIPLINE DESIGNATOR

NAVD88

2.69'

NGVD29

1.3'

2.86'

TIDAL RELATIONSHIPS

(SEE NOTE 4.)

MLW (83-01)

MLLW (83-01)

1.9'

MLW (LEGACY)

SURVEY NOTES - CHANNELSURVEY NOTES - UPLAND DISPOSAL

400'0 200'20' 40'0

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

DRAWING AREA - PLAN

A F

E B

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

THE JACKSONVILLE HARBOR CHANNEL LIMIT LINE IS THE EASTERN LIMIT OF PROJECT.7.

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE 6.

ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS 5.

ARE NOT TO BE USED FOR MEASUREMENTS (DATED 2017).

THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS ARE FOR GENERAL INFORMATION ONLY AND 4.

OR AFFECT THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES ARE NECESSARY FOR

STRUCTURES ARE INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONCIBLE FOR

WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL EXISTING

ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR INFORMATION ONLY AND 3.

OF 1983 (NAD83(90)). ALL UNITS ARE U.S. SURVEY FEET.

COORDINATE SYSTEM AND REFERENCED TO THE 1990 ADJUSTMENT TO THE NORTH AMERICAN DATUM

COORDINATES SHOWN ON THESE DRAWINGS ARE BASED ON THE FLORIDA STATE PLANE EAST ZONE 2.

REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS THAT

THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT OF THE U.S. ARMY CORPS OF 1.

CF ACHAIN LINK FENCE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

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AMENDMENT 0002

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

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH

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

IS NOT TO BE USED FOR NAVIGATION.

INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.THIS CHART

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

10. THE INFORMATION DEPICTED ON THESE MAPS REPRESENTS THE RESULTS OF

DURING SURVEY 18-171.

9. NAVAIDS WERE NOT LOCATED FOR THIS SURVEY. NAVAIDS SHOWN COLLECTED

STA 12+00 TO STA 57+0012 JAN 2019 SB-46

STA 0+00 TO STA 12+0018 DEC 2018 SB-46

VESSEL DATE OF SURVEY AREA

GATE ARE SHOWN IN LOW FREQUENCY.

THE SECURITY GATE ARE SHOWN IN HIGH FREQUENCY. DEPTHS INSIDE SECURITY

A DUAL-FREQUENCY (28/200KHZ) SINGLE-BEAM TRANSDUCER. DEPTHS OUTSIDE

SYSTEM OPERATING AT 230 KHZ AND A ROSS MODEL 835C SMARTSOUNDER WITH

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

TIDE STAFF SET FROM "BIMT-101" (OPUS PID: BBBX61)

REFERENCE BASE LOCATED AT "BIMT-101" (OPUS PID: BBBX61)

WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

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

1983.

THE EAST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN DATUM OF

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

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

CAMDENGA-NASSAU-DUVAL-STJOHNS-FLAGLER_01FEB2011.KTD.

AND UTILIZING A HYPACK KINEMATIC TIDAL DATUM (KTD) MODEL, TITLED

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

NOAA TIDAL STATION "872-0221", FULTON, ST. JOHNS RIVER FOR ALL CUTS

THE TIDE GAUGE SITE SPECIFIED BELOW:

TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARK ASSOCIATED WITH

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

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

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

1. REFER TO SURVEY NO. 19-073.

NOT VALID UNLESS SIGNED AND SEALED BY A FLORIDA LICENSED SURVEYOR.

DAVID J. O’BRIEN, JR. PROFESSIONAL SURVEYOR & MAPPER, NO. 5925.

MAP IS NOT VALID WITHOUT THIS REPORT AND VICE VERSA.

ASSOCIATED WITH THIS REPORT IS BY REFERENCE MADE A PART HEREOF AND THE

SURVEYORS AND MAPPERS PER FLORIDA ADMINISTRATIVE CODE 5J-17. THE MAP

PROFESSIONAL SURVEYORS AND MAPPERS AS SET FORTH BY THE FLORIDA BOARD OF

PERFORMED IN ACCORDANCE WITH THE STANDARDS OF PRACTICE FOR

12. CERTIFICATION - THIS IS TO CERTIFY THAT THIS REPORT AND SURVEY HAVE BEEN

SIGNING PARTY OR PARTIES.

SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE

11. ADDITIONS OR DELETIONS TO THE SURVEY MAPS OR REPORT BY OTHER THAN THE

LICENSED SURVEYOR AND MAPPER THIS SURVEY IS NOT VALID.

10. UNLESS IT BEARS THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA

AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

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

9. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULT OF

THE BEGINNING, PERIODICALLY IN BETWEEN, AND AT THE END OF EACH RTK SESSION.

8. QUALITY CONTROL CHECKS WERE PERFORMED AT MONUMENT CONTROL POINTS AT

INTERVALS, SEPARATED BY A MINIMUM OF SIX (6) HOURS.

UTILIZING RTK (REAL TIME KINEMATIC) GPS, BY OBSERVING 180 EPOCHS AT TWO

INFORMATION. SURVTECH ESTABLISHED TEMPORARY CONTROL ON THE BERM

CANOPY, THE SOKKIA 330R TOTAL STATION WAS UTILIZED TO COLLECT TOPOGRAPHIC

CANOPY USING THE RTK (REAL TIME KINEMATIC) GPS. IN AREAS WHERE THERE WAS

3”INSTRUMENT. TOPOGRAPHIC INFORMATION WAS COLLECTED IN AREAS WITHOUT

GPS BOARDS), DUAL FREQUENCY SYSTEMS, AND AS NEEDED, A SOKKIA 330R

7. THE TOPOGRAPHIC DATA WAS COLLECTED UTILIZING A CHAMPION TKO (TRIMBLE R-8

A BOUNDARY SURVEY OF PARCEL B DAYSON SPOIL SITE.

LEVEE, TOPOGRAPHIC DATA ON A 100-FOOT GRID OVER THE IMPOUNDMENT AREA AND

6. THE WORK CONSISTED OF CROSS SECTIONS AT 100-FOOT INTERVAL OVER THE

FEET.

5. ALL POSITIONS AND ELEVATIONS ARE EXPRESSED IN THE UNITS OF U.S. SURVEY

(NAVD88).

4. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

EAST ZONE.

1983, REALIZATION OF 2011, NAD83(2011), STATE PLANE COORDINATE SYSTEM, FLORIDA

3. HORIZONTAL COORDINATES ARE REFERENCED TO THE NORTH AMERICAN DATUM OF

AND DECEMBER 20, 2018.

2. SURVEY WAS PERFORMED BY SURVTECH SOLUTIONS, INC., BETWEEN NOVEMBER 16

1. USACE DATABASE SURVEY NO. 18-272.

O V

E R

H E

A D E

L E

C T

A L

E R

H E

A D E

L E

C T

E R

H E

A D E

L E

C T

GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WESTN.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

BEACH

WEST PALM

FT. LUDERDALE

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Marine Corps Terminal\USMC Terminal MD FY19\010 - Plans\180 - Amendments\Amendments 0002\01 General\G-03

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

X X

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

C O

C H

R A

N E

M A

E C

O R

P S S

U P

P O

R T F

A C

Y B

L O

U N

T I S

L A

N D

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

D U

V A

L C

O U

N T

Y F

L O

AMENDMENT 0002

G-03600' 1200'0

G E

N E

R A

P R

O J E

C T O

V E

R V

W -M

C T S

R -G

I0 .d g n

C L A P B

O A

R D C

R E E

DAMES P

OINT - F

ULTON C

UTOFF

HECKSCHER DR. (CR. 105)

HECKSCHER DR. (CR. 105

B R

O W

N 'S C

R E E

CEDAR POINT CREEK

S T. J O H N S R I V E R

O L D S T. J O H N S R I V E R

S T.

J O

H N S R

I V E R

B L O U N T I S L A N D

L I T T L E M A R S H I S L A N D

B L O

U N T

L A

N D B

L V

U N

T IS

D R

O A D

ISLAND

BARTRAM

U N

T ISLA

M A

E C O

PS SU

PPO

T FA

ILITY

P R O J E C

T L I M I T S

J A X P O

R T C O

N T A I N

E R T E

R M I N A

DISCHARGE

PIPELINE

(S E

E S

H E

E T . C

-0

A P P

R O

A T E D

R E

D G

E P

E L

E R

O U

T E

(S E

E S

H E

E T . C

-0

A P P

R O

A T E D

R E

D G

E P

E L

E R

O U

T E

TOP OF EXISTING DIKE (TYP.)

INSTALLATION MANAGEMENT OFFICE (IMO)

(D/A-D)

DISPOSAL AREA

ISLAND

DAYSON

LOCATION OF WEIRS

TIMUCUAN ECOLOGICAL and HISTORIC PRESERVE MAP

LIMITS OF OUTSTANDING FLORIDA WATERS - OFW

DEPTH

REQUIRED

VOLUME TO

VOLUME

TOTAL

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

STATIONING

DREDGE AREA

DEPTH

REQUIRED

6+00 TO 8+32.6

38'

50'

OVERDEPTH

ALLOWABLE

VOLUME IN 2'

51,00010,00041,000

8+32.6 TO 56+09.1

AND

0+00 TO 6+00

PRESERVE OUTSTANDING FLORIDA WATERS - OFW

LIMITS OF NASSAU RIVER ST JOHNS RIVER MARSHES AQUATIC

OUTSTANDING FLORIDA WATERS - OFW

LIMITS OF TIMUCUAN ECOLOGICAL AND HISTORIC PRESERVE

APPROXIMATE SHORELINE APPROXIMATE SHORELINE

APPROXIMATE S

HORELINE

APPRO

XIM

ATE SHO

RELINE

APPRO

XIM

ATE SHO

RELINE

A F

E B

4,000 72,000 76,000

TOTAL 127,000

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00

L E

V A

N I

N F

E E

T M

L L

E L E

V A

N I

N F

E E

T M

L L

100' 200'0

VERTICAL HORIZONTAL

C-01

PROJECT CHANNEL

AREA TO BE DREDGED

10' 20'0

C-01

50-FOOT REQUIRED DEPTH

EXISTING BOTTOM

EXISTING CONCRETE SILL

PROFILE OF CHANNEL CENTERLINE

AREA TO BE DREDGED

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

S T

2-FOOT ALLOWABLE OVERDEPTH

S T

C-03

EL. 46

WEST FACE OF SILL AT EL. 43 TO 46

#11 BARS ON 18" CTRS PROTRUDING FROM

FROM EAST FACE OF SILL AT EL. 38 AND 40

2 ROWS OF #8 BARS ON 12" CTRS PROTRUDING

50'50'

C-03

38' REQUIRED DEPTH 38' REQUIRED DEPTH

DEPTH

REQUIRED

DEPTH

REQUIRED

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10 11 12

13 14

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Marine Corps Terminal\USMC Terminal MD FY19\010 - Plans\180 - Amendments\Amendments 0002\02 Civil\C-01

D R

A W

G D

A T

E N

A M

A N

S I E

X X

X X -X

X -X -X

X X

M M

M Y

J A

C K

S O

N V

L E D

T R

A N M

A R

C O B

L V

J A

C K

S O

N V

L E F

B E

R G

E N

C O

C H

R A

N E

M A

E C

O R

P S S

U P

P O

R T F

A C

Y B

L O

U N

T I S

L A

N D

M A

T E

N A

N C

E D

R E

D G

-F

O O

T P

R O J E

C T

D U

V A

L C

O U

N T

Y F

L O

AMENDMENT 0002

. 9

. 4

. 2

. 1

42.9 4

42.8

42.7

42.6

.5 42.5

42.5

42.4

42.3

42.2

42.1

42.0

42.0 42.0

41.9

41.9 41.9

41.9

41.8

41.8 41.8

41.8

41.7

41.7 41.7

41.7

41.6

41.6 41.6

41.6

41.6 41.6

41.6

41.5

41.4

41.4 41.4

41.4

41.3

41.3 41.3

41.3

41.3 41.3

41.3

41.2 41.2

41.2

41.1

41.0

41.0 41.0

41.0

40.9

40.9 40.9

40.9

40.9 40.9

40.8

40.8 40.8

40.7

40.6

40.6 40.6

40.6

40.5

.5 40.5

40.5

40.4

40.3

40.3 40.3

40.3

40.3 4

40.2

40.1

40.0

40.0 40.0

40.0

39.9

39.8

39.7

39.6

39.5

39.4

39.4 39.4

39.4

39.3

39.3 39.3

39.3

39.2

39.1

39.1 39.1

39.0

38.9

38.9 38.9

38.8

38.7

38.6

38.5

38.4 38.4

38.4

38.3

38.2

38.1

38.0

37.8

37.7

37.6

37.5

37.4

37.3 37.3

37.3

37.0 37.0

36.8

36.7

36.6

36.4 36.4

36.4

36.3 36.3

36.1

35.9

35.7 35.7

35.6

35.4

34.8 34.8

34.7

34.6

34.5

34.4

33.9

33.6

33.5

33.4

32.9

32.3

32.0

31.9

31.2

31.0

30.7 30.6

30.5

29.3

27.3

26.7

26.3

26.0

25.4 25.4

.3 24.5

23.5 23.4

22.2

21.9

21.4

21.1 20.7

20.1

20.0

19.4

19.2

18.8

17.9 17.7

17.5

16.8 16.6

13.3 13.0

12.6

10.8

8.4

6.4 5.1

42.5

42.3

42.2

42.2 42.2 42.2

42.2

42.1

42.1 42.1

42.0 42.0

42.0

42.0 42.0

42.0

41.9

41.8

41.7

41.6

41.6 41.6

41.6

41.5 41.5

41.5

41.5 41.5

41.5

41.4

41.3

41.3 41.3

41.3 41.2 41.2

41.2

41.2 41.2

41.2

41.1

41.1 41.1 41.0 41.0

41.0

40.9

40.9 40.9

40.8

40.7

40.6

40.5

40.4

40.3

40.2

40.2 40.1

40.1

40.0

39.9

39.8

39.7

39.6

39.5

39.4

39.3

39.3 39.3

39.2

39.1

39.0

38.9

38.8

38.8 38.8

38.8

38.7

38.7 38.7

38.7

38.6

38.5

38.5 38.5

38.5

38.4

38.3 38.3

38.3

38.2

38.2 38.2

38.2

38.2 38.1

38.1

38.1 38.1

38.1 38.1 38.1

38.1

38.0

37.5

37.3 36.6 35.9

35.3

35.1 35.0

34.9

34.8 34.7

33.8

33.7 33.4

33.2

32.9

32.7

31.8

31.4 30.8 30.8

30.8

30.5

29.2 29.1 28.1

28.0 27.5

26.9

26.8

26.3

26.0

26.0 25.8

25.5

25.4

25.0

24.9

24.9 24.5

24.4

24.1 23.3

23.3 22.7

21.5 21.0 20.6 20.6

20.5 20.2

20.1 19.7 19.7 19.6 19.6

19.6

18.6 18.0

18.0

17.9 17.7

17.7

17.5

17.4

17.2

17.1

17.0

16.8

16.4 16.3 16.1 15.6

15.6

15.5

15.4 15.4 15.3

15.1

15.0

14.5

14.1

14.1 14.0

14.0

14.0 13.8

13.8

13.7

13.6 13.3 13.2

13.0 12.7

12.7

12.6

12.5

12.4

12.3

12.2

12.1 12.1 11.8

11.5

11.3

11.0 10.9

10.7 10.7 10.6

10.1

10.0

9.8

9.7 9.7 9.7

9.6

9.4

9.1 9.1

8.9

8.5 8.5 8.38.2 8.28.1

8.1 8.1

8.0

7.9

7.8

7.5 7.4

7.4

6.9

6.5

6.5 6.5 6.56.4

6.2

6.1

6.0 5.8

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -2

C B -B

C -0

G S -B

C -3

C B -B

C -0

G S -B

C -1

V B -B

C -1

C B -B

C -0

C B -B

C -0

C B -B

C -0

G S -B

C -2

C B -B

C -0

C B -B

C -0

V B -B

C -2

C B -B

C -0

G S -B

C -5

G S -B

C -4

C B -B

C -0

C B -B

C T -0

C B -B

C T -0

C B -B

C T -0

C B -B

C T -0

RGE. 707.5

RGE. 500

RGE. 292.5

RGE. 795.0

RGE 500

RGE. 222.5

A P

STEEL SHEET PILE

PIERHEAD WAY

S L

W A

Y D

SHORELINE

APPROXIMATE

SHORELINE

APPROXIMATE

PILES

FENDER GUIDE

EXTENDED

DOLPHIN

MOORING DOLPHIN

MOORING

DOLPHIN

MOORING

S E

E N

O T

S E

E N

O T

S E

E N

O T

S E

E N

O T

S E

E N

O T

S E

E N

O T

S E

E N

O T

S E

E N

O T

S E

E N

O T

C-01

100' 200'0

-M

C T -C

N P

L N .d g n

Y= 2, 4, Y= 2, 3, Y= 2, 4, X ,0

X ,5

X ,0

X ,5

X ,0

Y= 2, 6, Y= 2, 6, Y= 2, 5, Y= 2, 7, Y= 2, 5, X ,5

X ,0

Y= 2, 5, X ,0

X ,5

X ,0

M A

T C

H L

S H

E E

T C

-0

Y= 2, 5, X ,5

X ,0

X ,5

Y= 2, 3, X ,5 0Y=

2, 3, B A C K R I V E R

2 FOOT ALLOWABLE OVERDEPTH

38-FOOT REQUIRED DEPTH PLUS

D R

E D

G P

L A

S T

A T

O S

T A

S T

S O

F P

R O J E

C T

M A R I N E C O R P S S U P P O R T F A C I L I T Y C H A N N E L

B L O U N T I S L A N D

S T

2-FOOT ALLOWABLE OVERDEPTH

50-FOOT REQUIRED DEPTH PLUS 100'100'

S T

A F

A C

E O

F S

S T

A .6 F

A C

E O

F S

S T

A .6

S T

A .3

2-FOOT ALLOWABLE OVERDEPTH

50-FOOT REQUIRED DEPTH PLUS

PIERHEAD WAY

AT ELEV. - 37.6' MLLW

SUBMERGED REINFORCED CONCRETE SILL

32.6'W x 426.5'L

PROFILE DETAIL BELOW

FACES OF SILL SEE

REBAR PROTRUDING FROM BOTH

FROM THE SILL IN THESE AREAS.

AND THE ADJACENT STRUCTURES. LARGE QUANTITIES OF REBAR PROTRUDE

3. DREDGING IS NOT REQUIRED BETWEEN THE ENDS OF THE CONCRETE SILL

OF PROJECT.

2. THE JACKSONVILLE HARBOR CHANNEL LIMIT LINE IS THE EASTERN LIMIT

REGARDING DREDGING ADJACENT TO STRUCTURES.

"ADJACENT PROPERTY AND STRUCTURES" FOR INSTRUCTIONS

SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

1. A 15' STRUCTURE DREDGING OFFSET IS REQUIRED FOR ALL STRUCTURES.

NOTES:

(RANGE 286.75 TO RANGE 713.25)(RANGE 286.75 TO RANGE 713.25)

SEE NOTE 3

NO-DREDGE AREA

SEE NOTE 3

NO-DREDGE AREA

RGE 713.25

RGE 286.75

A R

E V

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

F E

88.

. 7

. 5

. 2

. 0

. 9

41.7

41.6

41.3

41.2

41.1

41.0

40.9

40.8

40.8 40.7

40.7

40.6

40.5

40.5 40.4

40.4

40.3

40.2

40.2 40.2

40.2

40.1

40.1 40.1

40.1

40.1 40.1

40.1

40.0

40.0 40.0

40.0

39.9

39.8

39.8 39.8

39.8

39.7

39.7 39.7

39.7

39.7 39.7

39.7

39.6

39.6 39.6

39.6

39.6 39.6

39.6

39.5

39.5 39.5

39.5

39.4

39.3

39.3 39.3

39.3

39.2

39.1 39.1

39.1

39.0

38.9

38.9 38.9 38.9

38.9

38.8

38.8 38.8

38.8

38.7

38.7 38.7

38.7

38.6

38.5

38.5 38.5

38.5

38.4

38.4 38.4

38.4

38.4 38.3

38.3

38.2

38.1

38.1 38.1

38.0

37.8

37.6

37.4

37.3 37.1

37.1

37.0

36.7

36.6

35.6

34.9

34.7

34.5 33.9

33.8

33.7 33.4

33.1 32.7

32.6

32.5 32.2

32.2

32.0

31.7 31.2

31.1 31.0

30.2

29.7

28.3

28.0

27.8

27.8 27.7

27.5

27.3

27.0

26.8

26.6 26.3

26.0 25.5

25.3 24.4

24.4

24.2 24.1

23.5 23.4

23.3 23.0

22.8

22.7 22.6

22.3 22.2 21.5

21.4

21.3

21.1 20.9

20.6

20.2

19.5

19.3

19.1 18.3

18.2 18.2 18.0

17.9

17.6

17.4

17.4 17.3

17.2

16.7

16.5 16.4

16.2

16.2 16.2

16.1

16.1 15.6

15.4

15.2 15.2 15.2

14.9 14.8

14.7

14.7 14.7

14.7 14.7 14.6

14.5

14.1

14.0 14.0 13.8

13.8

13.7 13.6

13.6

13.5 13.4 13.4

13.1

12.9

12.9 12.8

12.7

12.5

12.4

12.2

12.2 12.2

12.0

11.9

11.8 11.8

11.8 11.6

11.5

11.5 11.5

11.4

11.0

10.8

10.7

10.6 10.5

10.5

10.4

10.4 10.4

10.3

10.2

10.1

10.0

9.9

9.6 9.5

9.5

9.4 9.4 9.4

8.7

8.6 8.4

8.3

7.9

7.0

6.5

6.4 5.8

5.1

S T

C-03

G S -B

C -6

C B -B

C -1

V B -B

C -3

C B -B

C -1

G S -B

C -7

C B -B

C -1

C B -B

C -1

G S -B

C -9

C B -B

C -1

G S -B

C -8

G S -B

C -1

V B -B

C -4

C B -B

C -1

C B -B

C T -0

C B -B

C T -0

C B -B

C T -0

C B -B

C T -1

C B -B

C T -1

C B -B

C T -0

C B -B

C T -0

RGE. 707.5

RGE. 500

RGE. 292.5

RGE. 500

RGE. 292.5

B A C K R I V E R

S T

SHO

RELI

APP

ATE

SHO

RELI

APP

ATE

Y= 2, 4, RGE. 707.5

Y= 2, 2, Y= 2, 3, Y= 2, 3, X ,5

S O

F P

R O J E

C T S

T A .1

C U T -4

D A

M E S P

T F

U L T O

N C

U T O F F

R I V E R

S O

F P

R O J E

C T S

T A .8

B A C K R I V E R

X ,5

X ,0

NOTE:

EASTERN LIMIT OF PROJECT

Y= 2, 5, X ,5

Y= 2, 4, Y= 2, 5, Y= 2, 4, X ,5

Y= 2, 5, X ,0

CHANNEL LIMITS

JACKSONVILLE HARBOR

Y= 2, 2, Y= 2, 1, S E

E N

O T

SECURITY BARRIER

100' 200'0 C-02

M A

T C

H L

E E

T C

- 0

X ,0

X ,5

X ,0

X ,5

X ,0

X ,5

X ,0

X ,5

X ,0

Y= 2, 2, Y= 2, 2, Y= 2, 3, Y= 2, 3, Y= 2, 5, Y= 2, 4, D R

E D

G P

L A

S T

A T

O S

T A

2 FOOT ALLOWABLE OVERDEPTH

38-FOOT REQUIRED DEPTH PLUS

APPROVED BY CONTRACTING OFFICER.

ROUTE. EXACT ROUTE TO BE FIELD LOCATED AND

APPROXIMATE LOCATION OF OVERLAND PIPELINE

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OF PROJECT.

2. THE JACKSONVILLE HARBOR CHANNEL LIMIT LINE IS THE EASTERN LIMIT

REGARDING DREDGING ADJACENT TO STRUCTURES.

" ADJACENT PROPERTY AND STRUCTURES" FOR INSTRUCTIONS

SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

1. A 15' STRUCTURE DREDGING OFFSET IS REQUIRED FOR ALL STRUCTURES.

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AMENDMENT 0002

R "3 6"

TIE-BACK BUOY (06/16) 493,257 2,204,649

SEC GATE BUOY (06/16) 493,525 2,203,783

SEC GATE BUOY (06/16) 493,650 2,204,305

SEC GATE BUOY (06/16) 493,518 2,203,731

PLANE COORDINATES

AIDS TO NAVIGATION

X Y

DBN-1 (06/18) 493,873 2,203,463

LT-36 (06/18) 495,633 2,203,276

SIGN / TIDE STAFF (06/18) 494,820 2,204,021

INFO SIGN (08/14) 493,490 2,203,765 "D

BN-

1""S

ATE

"IN

M O

SEC

ATE

"IN

N" /T

STAFF

ATE

R G

E .5

R G

E .5

NOTE:

C H

A N

N E

L C

E N

T E

R L

R G

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

NATURAL ANGLE OF REPOSE FOR THE ADJACENT MATERIAL.

PAYMENT PROPOSES ONLY. ACTUAL SIDE SLOPES VARY WITH THE

2. SIDE SLOPES SHOWN ON CROSS SECTIONS ARE FOR CONTRACTUAL

ADJACENT TO STRUCTURES.

STRUCTURES" FOR INSTRUCTIONS REGARDING DREDGING

35 20 23 PARAGRAPH TITLED "ADJACENT PROPERTY AND

ALL STRUCTURES. SEE SPECIFICATION SECTION

1. A 15' STRUCTURE DREDGING OFFSET IS REQUIRED FOR

100' 200'0

HORIZONTAL

100' 200'0

VERTICAL

R G

E .0

R G

E .0

PROJECT CHANNEL

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

R G

E .5

C E

N T E

R L

E C

H A

N N

E L

600 700 800 900 1000 1100400300200100-100

8+00

SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 10'

PROJECT CHANNEL

AREA TO BE DREDGED

(ASPHALT) PAVEMENT

BITUMINOUS CONCRETE

INBOARD CRANE RAIL

OUTBOARD CRANE RAIL

B E

R T

1 BERTH #2

FENDER PANEL

(TYP.)

24" SQUARE CONC. PILE

PILE TIP EL. NOT SHOWN

(TYP.)

18" SQUARE CONC. PILE

PILE TIP EL. NOT SHOWN

E L E

V A

N I

N F

E E

T M

L L

+10

+20

E L E

V A

N I

N F

E E

T M

L L

+10

+20

100' 200'0

HORIZONTAL

100' 200'0

VERTICAL

R G

E .0

R G

E .0

PROJECT CHANNEL

38-FOOT REQUIRED DEPTH

2-FOOT ALLOWABLE OVERDEPTH

R G

E .5

AREA TO BE DREDGED

C E

N T E

R L

E C

H A

N N

E L

600 700 800 900 1000 1100400300200100-100 5000

SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 10'

(ASPHALT) PAVEMENT

BITUMINOUS CONCRETE

INBOARD CRANE RAIL

OUTBOARD CRANE RAIL

B E

R T

1 BERTH #2

FENDER PANEL

(TYP.)

24" SQUARE CONC. PILE

PILE TIP EL. NOT SHOWN

(TYP.)

18" SQUARE CONC. PILE

PILE TIP EL. NOT SHOWN

E L E

V A

N I

N F

E E

T M

L L

+10

+20

E L E

V A

N I

N F

E E

T M

L L

+10

+20

100' 200'0

HORIZONTAL

100' 200'0

VERTICAL

600 700 800 900 1000 1100400300200100-100 5000

SCALE: HORIZONTAL 1" = 50' VERTICAL 1" = 10'

E L E

V A

N I

N F

E E

T M

L L

E L E

V A

N I

N F

E E

T M

L L

CROSS SECTION AT STA.42+00D

C-02

CROSS SECTION AT STA. 4+00B

C-01

CROSS SECTION AT STA. 8+00

64.25' 81.75'

EL. 37.6'

EL. 52.0'

R G

E .7

R G

E .2

DISTANCE IN FEET FROM CENTERLINE

4+00

DISTANCE IN FEET FROM CENTERLINE

42+00

EXISTING BOTTOM 19-073

2-FOOT ALLOWABLE OVERDEPTH

50-FOOT REQUIRED DEPTH

SUBMERGED CONCRETE SILL

(FACE OF SILL STA. 7+00 THRU 7+32.6)

AREA TO BE DREDGED

38' REQUIRED

DEPTH

38' REQUIRED

(SEE NOTE 2)

DEPTH

50' REQUIRED

(SEE NOTE 2)

DEPTH

38' REQUIRED

(SEE NOTE 1)

15' DREDGING OFFSET

(SEE NOTE 1)

15' DREDGING OFFSET

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AMENDMENT 0002

C-03

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000 0 0

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G D

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S I E

X X

X X -X

X -X -X

X X

M M

M Y

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C K

S O

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L E D

T R

A N M

A R

C O B

L V

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C K

S O

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L E F

B E

R G

E N

C O

C H

R A

N E

M A

E C

O R

P S S

U P

P O

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A C

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L A

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AMENDMENT 0002

C F

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL POINTS --- DAYSON ISLAND

HORIZONTAL AND VERTICAL CONTROL POINT

FLORIDA EAST ZONE (0901), NAD83(CORS96, U.S. SURVEY FEET

PLANECOORDINATES BASED ON THE STATE PLANE SYSTEM

NAVIGATION PROJECT.

DISPOSAL SITE. THEY ARE NOT INTENDED TO BE USED FOR SURVEYING IN THE

THE SURVEY CONTROL MARKS DEPICTED HEREON ARE TO BE USED ONLY AT THIS

ST JO 352

ST JO 351

AHB895

AHB896

2,205,859.38

2,207,653.37

500,575.11

496,641.59

12.31

20.59

ST JO 351

ST JO 352

+00

10+

15+

0 3

55+00

60+

110+00

+00

11+

12+

13+

14+

16+

54+00

56+00

61+00

62+00

63+0

0101+

109+00

+00

113+00

114+00

' C

H A

K F

E N

C E

H E

C K S

C H

E R D

R . (C

R . 1

-M

C T -C

N P

L N .d g n

C-04

150' 300'0

NOTES:

2-4' BOX-RISER WEIRS

2-30" OUTFALLS

(SEE NOTE 2)

PIPELINE ROUTE

APPROXIMATE DREDGE

D I S P O S A L A R E A D A Y S O N ( D / A - D )

(EL. 30.5')

TOP OF DIKE

(EL. 30.5')

TOP OF DIKE

HECKSCHER DR. (CR. 105

Y=2,205,000

Y=2,206,000

Y=2,207,000

Y=2,208,000

X ,0

Y= 2,204,000

D A

Y S

O N I S

L A

N D

P O

S A

L A

R E

A P

L A

O L D S

T . J

O H N S R

I V E R

C L A P B O A

E E K

C E D A R

P O I N T

C R E E K

A F

E B

R E

E D T

O A

C C

O M

P A

N Y A

M E

N D

M E

N T

(SEE NOTE 5)

EXISTING DREDGE PIPE SEGMENT

APPROXIMATE LOCATION OF

(SEE NOTE 2)

PIPELINE DISCHARGE AREA

6. BACKGROUND IMAGE IS FROM THE 2017 DUVAL COUNTY AERIALS.

THE CONTRACTING OFFICER. SEE SPECIFICATION SECTION 35 20 23.

DREDGE PIPE SEGMENT. THE EXACT LOCATION TO BE SHOWN IN THE FIELD BY

5. CONTRACTOR MAY CONNECT TO THE END STRUCTURES OF THE EXISTING

IN THE DISPOSAL AREA SINCE THE SURVEY WAS PERFORMED.

4. ELEVATION AND VOLUME APPROXIMATE, AS MATERIAL HAS BEEN PLACED

SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE.

MONITORING. IF WATER ELEVATIONS REACH 23 FEET (NAVD88), THE CONTRACTOR

TURBIDITY REQUIREMENTS SPECIFIED IN SECTION 01 57 25 TURBIDITY AND DISPOSAL

SHALL BE REQUIRED TO PRODUCE AN EFFLUENT QUALITY MEETING THE

DISCHARGING WATER THROUGH THE WEIR OUTFLOWS. BOTH OF THESE METHODS

USING WEIR OPERATIONS OR PUMPING METHODS THAT INCORPORATE

PROCEED TO REMOVE THE PONDED WATER FROM THE DISPOSAL AREA

3. UPON COMPLETION OF DISPOSAL OPERATIONS, THE CONTRACTOR SHALL

OFFICER'S REPRESENTATIVE.

BE SHOWN TO THE CONTRACTOR, IN THE FIELD, BY THE CONTRACTING

2. EXACT LIMITS OF THE PIPELINE DISCHARGE ROUTE AND AREA WILL

FIVE FEET BELOW DIKE CREST HEIGHT.

1. CAPACITY IS APPROXIMATELY 1.1 MILLION CUBIC YARDS ESTIMATED

NOTES:

THE DISPOSAL AREA SINCE THE SURVEY WAS PERFORMED.

2. SURFACES SHOWN ARE APPROXIMATE AS MATERIAL HAS BEEN PLACED IN

REFER TO SPECIFIC SURVEY NOTES FOR DATUM REFERENCES.

THIS VERTICAL DATUM IS DIFFERENT THAN THE CHANNEL HYDRO SURVEY.

AND ARE ABOVE REFERENCE DATUM UNLESS PRECEDED BY A (-) SIGN.

1. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NAVD88 DATUM

C-05

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AMENDMENT 0002

(EL. 33.1')

TOP OF DIKE

(EL. 32.1')

TOP OF DIKE

(EL. 32.4')

TOP OF DIKE

0100200300 -100 -200 -300 -400 -500 -600 -700 -800 -900

E L E

V A

V D

0 100 200 300-100-200-300-400-500-600-700-800

E L E

V A

V D

0100200300 -100 -200 -300 -400 -500 -600 -700

E L E

V A

V D

0 100 200 300-100-200-300-400-500-600

E L E

V A

V D

100' 200'0

VERTICAL

TYPICAL DMPF SECTION THRU DIKED1

C-04

HORIZONTAL

SCALE HORIZONTAL 1" = 100' VERTICAL 1" = 100'

CENTERLINE OF DIKE AT STATION 87+00 DISTANCE IN FEET FROM CENTERLINE

EXISTING SURFACE

CENTERLINE OF DIKE AT STATION 71+00

LOOKING NORTHWESTLOOKING NORTHWEST

10' 20'0

(EL. 32.1')

TOP OF DIKE

EXISTING SURFACE

100' 200'0

VERTICAL

TYPICAL DMPF SECTION THRU DIKED2

C-04

HORIZONTAL

SCALE HORIZONTAL 1" = 100' VERTICAL 1" = 100'

CENTERLINE OF DIKE AT STATION 17+00 DISTANCE IN FEET FROM CENTERLINE CENTERLINE OF DIKE AT STATION 50+00

LOOKING SOUTHWESTLOOKING SOUTHWEST

10' 20'0

DISPOSAL AREA INTERIOR

STATION 87+00 STATION 71+00

STATION 50+00STATION 17+00

19B0003Am0002SF30Cont

00010A_MCSFBIMD

Bid Sheet

00 31 21_ControlMD_Am0002

MCSF O&M FY19_20190219

G-02

G-03

C-01

C-02

C-03

C-04

C-05

File details come from the government source that posted it.