Plans_MCSF-BI_Sill_Removal_20190606.pdf

PDF 8 MB Posted Jul 3, 2019

Attached to: Marine Corps Support Facility- Blount Island, Concrete Sill Removal, Duval County, Florida
Solicitation number: W912EP19R0005
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP19R0005 Plans

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of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

JACKSONVILLE DISTRICT

CONCRETE SILL REMOVAL

G-01

G E

N E

V E

R A

N D S

H E

E T I

N D

E X

DUVAL COUNTY, FLORIDA

NOT TO SCALE

-M

C T S

R -G

I0 .d g n

MARINE CORPS SUPPORT FACILITY - BLOUNT ISLAND

BEACH

ATLANTIC

(D/A-D)

DISPOSAL AREA

DAYSON ISLAND

ISLAND

BLOUNT

S T A T E O F F L O R I D A

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

D U V A L C O U N T Y

T R

A C

O A S T

A L

W A

T E

R W

A Y

E N T R A N C E C H A N N E L

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

S T J O H N S

E R

R I V

S T J O

H N S

R I V E R

T E R S T A T E

HECKSCHER DRIVE

NAVAL STATION MAYPORT

CONCRETE SILL REMOVAL

BLOUNT ISLAND

MARINE CORPS SUPPORT FACILITY

W912EP19R0005

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

SHEET TITLESHEET ID

DETAIL - EXISTING SILL PLAN AND SECTION

DISPOSAL AREA DAYSON (D/A-D) - SITE PLAN

DISPOSAL AREA DAYSON (D/A-D) - CROSS SECTIONS

PROJECT OVERVIEW

ABBREVIATIONS AND SYMBOLS

CHANNEL CONTROL

PLAN - STA. 00+00 THRU STA. 28+00

PLAN - STA. 28+00 THRU STA. 56+09

DETAIL - CONCRETE SILL AND CROSS SECTION - CHANNEL STA. 7+20

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

(TERRZO)

FILTER SAND

(GRAVEL)

GRAVEL

(POROUS)

COBBLES

EXTERIOR ELEVATION

DETAIL BOUNDRY

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

400'0 200'20' 40'0

S-56 S-56

S-76

C-16

A-32 M-51

DRAWING AREA PLAN TITLE

DRAWING AREA SECTION/ELEVATION/DETAIL TITLE WITH ASYMMETRICAL SCALES

A-21A-21

GENERAL NOTES

GENERAL SYMBOLOGY

G E

N E

R A

G-02

LEGEND - NAVIGATION

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

CROSS SECTION

200'0 100'

PLAN

SCALE: 1" = 100'

SCALE REFERENCE

TITLE

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

SCALE REFERENCE

SCALE: HORIZONTAL 1" = 200' VERTICAL 1" = 20'

GRAPHIC SCALE

SHOWN

DRAWING WHERE

SHOWN

DRAWING WHERE

CHANNEL SURVEY NOTES

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

STAGING / UNLOADING AREA

CHANNEL PI POINTS

CHANNEL LIMITS

DISCIPLINE DESIGNATOR

B R

E V

N S A

N D S

Y M

B O

L S

DMPF SURVEY NOTES

SILL TO BE REMOVED

VERT

USCG

USACE

TYP

STA

SHT

RGE

P.I.

N.T.S.

NOAA

NAD83

NAVD88

MLLW

MCSF

EL / ELEV

DMPF

D/A-D

CONC

BLVD

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

STATION

SHEET

RANGE

POINT OF INTERSECTION

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN DATUM OF 1983

NORTH AMERICAN VERTICAL DATUM OF 1988

MEAN LOWER LOW WATER

MARINE CORPS SUPPORT FACILITY

FOOT/FEET

ELEVATION

DREDGE MATERIAL PLACEMENT FACILITY

DISPOSAL AREA - DAYSON ISLAND

CONCRETE

CENTERLINE

BOULEVARD

EXISITNG SOIL

VEGETATION

THE JACKSONVILLE HARBOR CHANNEL LIMIT LINE IS THE EASTERN LIMIT OF PROJECT.6.

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE 5.

ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS 4.

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

THE AERIAL PHOTOGRAPHY SHOWN ON THESE DRAWINGS ARE FOR GENERAL INFORMATION ONLY AND 3.

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 RESPONSIBLE 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 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.

HAUL ROUTE

CF CHAIN LINK FENCE

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.

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SURVEY NOTES:

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 2019SB-46

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

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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

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G-03600' 1200'0

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OINT - F

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UTOFF

HECKSCHER DR. (CR. 105)

HECKSCHER DR. (CR. 105

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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

APPRO

XIM

ATE SHO

RELINE (TYP.)

APPROXIMATE SHORELINE (TYP.)

APPROXIMATE S

HORELINE (TYP.)

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

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T IS

D R

O A D

ISLAND

BARTRAM

U N

T ISLA

M A

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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

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A T E D

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(S E

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TOP OF EXISTING DIKE (TYP.)

INSTALLATION MANAGEMENT OFFICE (IMO)

LOCATION OF WEIRS

TIMUCUAN ECOLOGICAL and HISTORIC PRESERVE MAP

LIMITS OF OUTSTANDING FLORIDA WATERS - OFW

NASSAU RIVER ST JOHNS RIVER MARSHES AQUATIC PRESERVE

LIMITS OF OUTSTANDING FLORIDA WATERS - OFW

TIMUCUAN ECOLOGICAL and HISTORIC PRESERVE MAP

LIMITS OF OUTSTANDING FLORIDA WATERS - OFW

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ISTIN

G C

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C R

ETE SILL

(D/A-D)

DISPOSAL AREA

DAYSON ISLAND

LAYDO

N AREA

600' 1200'0

HAUL ROUTE

PROJECT OVERVIEW

INSTALLATION MANAGEMENT OFFICE (IMO)

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B A C K R I V E R

MARINE CORPS SUPPORT FACILITY CHANNELS

RGE. 500

RGE. 795

RGE. 222.5

RGE. 500

RGE. 292.5

S T

A .3

S T

A .2

S T

A .1

707.5

POINTS

P.I.

X Y

2,202,773.45

2,203,119.65

2,205,234.91

2,205,581.12

2,205,310.50

2,205,788.09

2,205,808.05

2,206,285.64

2,202,946.55

2,206,039.55

495,141.91

495,370.75

491,418.08

491,646.92

491,176.78

491,492.47

490,424.06

490,739.75

495,256.33

490,577.08

PLANE COORDINATES (NAD83(90))

CHANNEL CONTROL DATA NOTES:

JACKSONVILLE DISTRICT. REFER TO SURVEY NOTES FOR THE KTD FILE NAME.

(KTD FILE), REFERENCED IN THE NOTES ACCOMPANYING EACH SURVEY FROM THE

DUPLICATE A PROJECT SURVEY SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL

HEIGHTS TO THE MLLW REFERENCE DATUM. ANY THIRD PARTY ATTEMPT TO

THE KTD FILE REFERENCED ABOVE IS USED TO CORRECT OBSERVED ORTHOMETRIC

EQUALIVALENT.

THIS, THE KTD FILE AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED

POINTS ALONG A PARTICULAR REACH OF A NAVIGATION PROJECT. AS A RESULT OF

DISAGREEMENTS WITH THE PUBLISHED TIDE GAUGE DATUM VALUES AT DISCREET

A RESULT OF EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR GROSS

CONTAIN EDITS OR ADDITIONS NOT FOUND IN THE VDATUM MODEL. THESE EDITS ARE

CORRECTIONS. THOUGH DERIVED FROM THE VDATUM MODEL, THE KTD FILE MAY

FOR USE BY THE HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM

THIS MODEL WAS USED TO CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD)

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3, AND LOCAL TIDE STATION DATA.

THE NAVD88-MLLW RELATIONSHIP FOR THE PROJECT IS DERIVED FROM THE NOAA

TIDAL MODEL:

DATUM OF 1988 (NAVD88).

ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL

(MLLW), BASED ON THE NOAA 1983-2001 NATIONAL TIDAL DATUM EPOCH.

THE TIDAL REFERENCE GRADE FOR THIS PROJECT IS MEAN LOWER LOW WATER

:VERTICAL REFERENCE SYSTEM

FRAMEWORK DESIGN FILE FOR THIS PROJECT.

AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL

UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE

ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR EACH CHANNEL REACH.

UNITS ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND OFFSET COORDINATES

FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)EAST ZONE (0901). MEASUREMENT

SPATIAL REFERENCE SYSTEM (NSRS). GRID COORDINATES ARE SHOWN IN THE

DATUM OF 1983 (NAD83), BASED ON THE CURRENT VERSION OF THE NOAA NATIONAL

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

:HORIZONTAL REFERENCE SYSTEM

WITHIN THESE PLANS.

ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY FURNISHED

POSITIONS, TIDAL CALIBRATION BENCH MARKS, “KTD”FILE NAME AND GEOID MODEL

REFER TO THE ACCOMPANYING “SURVEY NOTES”FOR THE SURVEY CONTROL MARK

PLANS.

WITHIN THE SURVEY REPORT, SURVEY NOTES AND AS TABULATED WITHIN THESE

GPS OBSERVATIONS ARE REFERENCED TO (AND/OR SITE-CALIBRATED TO) THE PPCPs

PERFORMED UTILIZING REAL-TIME KINEMATIC (RTK) OR REAL-TIME NETWORK (RTN)

HORIZONTAL POSITIONING AND WATER SURFACE ELEVATION MEASUREMENTS

:CONSTRUCTION SURVEY POSITIONING CRITERIA

HEIGHTS RELATIVE TO MLLW.

OPERATIONS DIVISION USED TO CORRECT OBSERVED GPS DERIVED ELEVATIONS TO

CONTROL AND CALIBRATION TIDE GAUGE SITES CURRENTLY EMPLOYED BY

REFER TO THE NOTES OF THE LATEST FIELD SURVEY FOR THE SPECIFIC SURVEY

872 0221FULTON, ST. JOHNS RIVER

NOAA STATION IDPPCP: MLLW CALIBRATION GAGES

ENTIRE REACHOPUS PID: BBBX61BIMT-101

CHANNEL REACHNGSIDB/OPUS PIDNSRS PPCP

FURTHER DIRECTION.

FOR THE PPCP. IF DIFFERENCES ARE FOUND TO EXIST, ALERT USACE PERSONNEL FOR

DATABASES, BASED ON THE PERMANENT IDENTIFIER (PID) OR GAGE STATION ID SHOWN

REFERENCE SYSTEM (NSRS) NGSIDB, OPUS/DB, AND/OR NOAA CO-OPS NWLON

VERIFIED FOR CHANGES AS COMPARED TO THE CURRENT NOAA NATIONAL SPATIAL

PPCP COORDINATE AND ELEVATION DATA ARE PUBLISHED BELOW, AND SHOULD BE

SURVEY IS DESIRED.

MUST BE USED DURING CONSTRUCTION, OR IF AN ATTEMPT TO REPRODUCE SAID

POSITIONS OF THESE CONTROL MARKS. THE POSITIONS SHOWN ON THAT SURVEY

TO THE SURVEY ACCOMPANYING THESE PLANS AND SPECIFICATIONS FOR THE

THE PPCP AND TIDE CALIBRATION SITE FOR THIS PROJECT IS LISTED BELOW. REFER

PRIMARY PROJECT CONTROL POINTS (PPCP):REVISION 22 AUGUST 2016

MARINE CORPS SUPPORT FACILITY CHANNEL - FRAMEWORK REPORT

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

MONUMENT.

CONTROL. ONLY USE THIS COORDINATE AS AN AID IN FIELD LOCATION OF THE

NOTE: "SC" INDICATES A SCALED COORDINATE NOT INTENDED FOR USE AS SURVEY

STJO-302

872 0221 M TIDAL

BIMT-101

BBCB02

DH8953

BBBX61

2,205,559.14

2,201,610 SC

2,204,048.81

491,694.95

496,070 SC

495,095.06

8.07

6.82

12.19

N/A

9.18

14.51

BIMT-101

872 0221 M TIDAL

STJO-302

872 0221 M TIDAL

SURVEY CONTROL (NAD83)

APPROXIMATE SHORELINE

872 0221 M TIDAL

BERTH 1 BERTH 3 BERTH 5

D R

A W

G N

A M

E H

E R

G-04

G E

N E

R A

C H

A N

N E

L C

O N

T R

O L

200' 400'0

BERTH 2

BERTH 1 BERTH 3

BERTH 4

BERTH 5

APPROXIMATE SHORELINE

Y=2 ,2 ,0

X ,0

Y=2 ,2 ,0

X ,0

Y=2 ,2 ,0

X ,0

X 0Y=

CHANNEL CONTROL PLAN

SCALE 1" = 100'

-B

C -2

C B -B

C -0

C B -B

C -0

C B -B

C -2

C B -B

C -2

C B -B

C -0

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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A T

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A N

S I E

M M

M Y

J A

C K

S O

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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

B U

R K

C O

N C

R E

T E S

L R

E M

O V

A L

B O

E D

U V

A L C

O U

N T

Y F

L O

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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

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W E

B O

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 40.2

40.2

40.1

40.0

39.9

39.8

39.8 39.8

39.7

39.6

39.5

39.5 39.4

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

38.3 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 37.4

37.3 36.6 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

31.8 31.7

31.4 30.8 30.8

30.8

30.5

29.2 29.1

28.3

28.1

28.0 27.5

27.0 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 23.0 22.7

21.5

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 17.3

17.2

17.1

17.0

16.8

16.4 16.4 16.3 16.1 15.6

15.6

15.5

15.4

15.4 15.3

15.1

15.0

14.7

14.5

14.1

14.0

14.0 13.8

13.8 13.8

13.7

13.7 13.6

13.5

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 11.8

11.5

11.3

11.0 10.9

10.8

10.7 10.7 10.6

10.1

10.0 10.0

9.8

9.7 9.7 9.7

9.6

9.4

9.1 9.1

8.9

8.6

8.5 8.5 8.38.2 8.28.1

8.1 8.1

8.0

7.9

7.9 7.8

7.5 7.4

7.4

7.06.9

6.5

6.5 6.5 6.56.4

6.2

6.1

6.0 5.8

100' 200'0

-M

C T

C D

-N

G P

L N .d g n

EBB

FLOOD

A P

STEEL SHEET PILE

STEEL SHEET PILING

B A C K R I V E R

RGE. 795.0

RGE 500

RGE. 222.5

SHORELINE

APPROXIMATE

SHORELINE

APPROXIMATE

C-01

C-03

S T

A T

H R

U S

T A

PROJECT CENTERLINE

S T

A .3

S T

S O

N A

R W

A Y

S L

W A

Y D

PIERHEAD WAY

RGE. 292.5

RGE. 707.5

RGE. 500

S T

A .2

PILES

FENDER GUIDE

EXTENDED

DOLPHIN

MOORING DOLPHIN

MOORING

M A

T C

H L

E C

-0 S

T A

SEE DETAIL ON SHEET C-03

RGE. 713.25

RGE. 286.75

LAYDOWN AREA

P L

A N

(SEE NOTE)

C-03

S T

A F

A C

E O

F S

S T

A .6 F

A C

E O

F S

S T

S O

F M

C S

F -B I

C H

A N

N E

(REQUIRED CHANNEL ELEV. -38 FT MLLW) (TYP.)

EXISTING PROJECT CHANNEL LIMITS

(REQUIRED CHANNEL ELEV. -38 FT MLLW) (TYP.)

EXISTING PROJECT CHANNEL LIMITS

(REQUIRED CHANNEL ELEV. -38 FT MLLW) (TYP.)

EXISTING PROJECT CHANNEL LIMITS

(REQUIRED CHANNEL ELEV. -38 FT MLLW) (TYP.)

EXISTING PROJECT CHANNEL LIMITS

ELEV. -37.6' MLLW TO BE REMOVED TO ELEV. -47' MLLW

32.6'W x 426.5'L SUBMERGED REINFORCED CONCRETE SILL AT

SCALE 1" = 100'

PLAN STA. 0+00 THRU STA. 28+00

REPRESENTATIVE.

CONTRACTOR, IN THE FIELD, BY THE CONTRACTING OFFICER'S

EXACT LIMITS OF LAYDOWN AREA WILL BE SHOWN TO THE

SHEET NOTES:

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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D R

A W

G D

A T

E N

A M

A N

S I E

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

B U

R K

C O

N C

R E

T E S

L R

E M

O V

A L

B O

E D

U V

A L C

O U

N T

Y F

L O

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

W E

B O

88.

. 0

. 9

. 7

41.7

41.6

41.3 41.2

41.1

41.0

40.9

40.8

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

39.5 39.5

39.5

39.4

39.3

39.3 39.3

39.3

39.2

39.1

39.0

38.9

38.9 38.9 38.9

38.9

38.8 38.8

38.8

38.7

38.7 38.7

38.7

38.6

38.5 38.5

38.5

38.4

38.4 38.4

38.4

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 33.4

33.1 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 26.0 25.5

25.3 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

19.5

19.3

19.1 18.3

18.2 18.2 18.0

17.9

17.6

17.4 17.3

17.2

16.7

16.5 16.4

16.2

16.2 16.2

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

13.6

13.5 13.4 13.4

13.1

12.9

12.9 12.8

12.5

12.4

12.2

12.2 12.2 12.0

11.9

11.8

11.8 11.6

11.5

11.5 11.5

11.4

11.0

10.8

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

8.7

8.6 8.4

7.9

7.0

7.06.4

5.1

100' 200'0

RGE. 292.5

RGE. 500

RGE. 707.5

B A C K R I V E R

SHORELINE

APPROXIMATE

SHORELINE

APPROXIMATE

C-02

-M

C T

C D

-N

G P

L N .d g n

X 0Y=

X 0 Y=

C U T -4

D A

M E S P

T F

U L T O

N C

U T O F F

RGE. 292.5

RGE. 707.5

RGE. 500

S T

H R

U S

T A

M A

T C

H L

E C

-0 S

T A

S T

APPROVED BY CONTRACTING OFFICER.

EXACT ROUTE TO BE FIELD LOCATED AND

APPROXIMATE DREDGE PIPELINE ROUTE.

P L

A N

CHANNEL LIMITS

JACKSOVILLE HARBOR

S T

S O

F M

C S

F -B

I C

H A

N N

E L

(REQUIRED CHANNEL ELEV. -38 FT MLLW) (TYP.)

EXISTING PROJECT CHANNEL LIMITS

(REQUIRED CHANNEL ELEV. -38 FT MLLW) (TYP.)

EXISTING PROJECT CHANNEL LIMITS

SCALE 1" = 100'

PLAN FROM STA. 28+00 TRHU STA. 56+09

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

BN-

1" "S

ATE

"IN

N" /T

STAFF

M O

SEC

ATE

4+00

6+00

7+00

8+00

9+00

11+00

5+00

10+00

R G

E .5

R G

E .7

R G

E .2

C-03

-M

C T

C D

-S

C c s e c .d g n

C H

A N

N E

L S

T A

FORE BREASTING DOLPHIN

BERTH #2

BERTH #3

BERTH #4

BERTH #1

426.5'64.25'

D E

T A

O N

C R

E T

E S

L A

N D C

R O

S S S

E C

81.75'

Y 0X=

-38 FT MLLW) (TYP.)

(REQUIRED CHANNEL ELEV.

EXISTING PROJECT CHANNEL LIMITS

(TO BE REMOVED TO ELEV. -47' MLLW)

SUBMERGED CONCRETE SILL

50' 100'0

HORIZONTAL:

DETAIL - PLAN VIEW - CONCRETE SILL

SCALE: 1" = 50'

C-03

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 Concrete Sill Removal\080 - Plans\05 Civil\C-03

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D R

A W

G D

A T

E N

A M

A N

S I E

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

B U

R K

C O

N C

R E

T E S

L R

E M

O V

A L

B O

E D

U V

A L C

O U

N T

Y F

L O

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

W E

B O

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

+10

+20

+10

+20

DISTANCE IN FEET FROM CENTERLINE

10' 20'0 50' 100'0

50 100 150 200 250 300 350 400 450 500-50-100-150-200-250-300-350-400-450-500 0

SHEET NOTES:

BERTH #2

81.75'

R G

E .0

R G

E .0

C H

A N

N E

L C

E N

T E

R L

PROJECT CHANNEL

R G

E .5

R G

E .2

64.25'

R G

E .7

EL. 37.6'

EL. 52.0'

EL. 47'

SLOPE TREATMENT

CONC. FABRIC

(TYP.)

CONC. PILE

18" SQUARE

NOT SHOWN

PILE TIPS EL.

(TYP.)

GATE HINGE

EXISTING BOTTOM

BERTH #1

(ASPHALT) PAVEMENT

BITUMINOUS CONCRETE

CONC. PILE (TYP.)

18" SQUARE

PILE TIP EL. NOT SHOWN

FENDER PANEL W/ GUIDE PILE

OUTBOARD CRANE RAIL

INBOARD CRAIN RAIL

CHANNEL CROSS-SECTION FOR STA. 7+20

C-03 C-01

VERTICAL: HORIZONTAL:

EL 45.0'

CONSTRUCTION JOINT

CONCRETE SILL

(TO BE REMOVED TO ELEV. -47' MLLW)

SUBMERGED CONCRETE SILL

38-FOOT REQUIRED CHANNEL ELEV.

SILL REMOVAL

CUT LINE FOR CONCRETE

(TYP.)

24" SQUARE CONC. PILE

VERTICAL HORIZONTAL

C -0

PROFILE OF CENTERLINE

50' 100'05' 10'0

C-03

100' 100'

4+005+006+007+008+009+0010+0011+00

E L E

V A

N I

N F

E E

T M

L L

E L E

V A

N I

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E E

T M

L L

3+50

2-FOOT ALLOWABLE OVERDEPTH

STATIONING ALONG THE CHANNEL CENTERLINE

EXISTING CONCRETE SILL

EXISTING BOTTOM

PROJECT CHANNEL

38-FOOT REQUIRED DEPTH

50-FOOT REQUIRED DEPTH

AREA TO BE DREDGED BY OTHER CONTRACTORS PRIOR TO STARTING SILL REMOVAL PROJECT (SEE NOTE 2)

PROPERTY AND STRUCTURES" FOR MORE INFORMATION.

SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED "ADJACENT

PERMITTED ANY CLOSER THAN 25 FEET OF THE STRUCTURES. SEE

3. DREDGING ADJACENT TO ANY STRUCTURE WILL NOT BE

"MAINTENANCE DREDGING AND SHOALING" FOR MORE INFORMATION.

2. SEE SPECIFICATION SECTION 35 20 23 PARAGRAPH TITLED

BELOW REFERENCE DATUM UNLESS PRECEDED BY A (+) SIGN.

REPORTED MLLW OF 1983-2001 TIDAL EPOCH. ELEVATIONS ARE

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NOAA’S 1.

LAP INTO POUR

EXTEND BARS 5'-2" FOR

6-#8 X 38-2 @ 12"

FOR LAP INTO POUR

EXTEND BARS 5'-2"

33-#8 X 38-2 @ 12"

LAP INTO POUR

EXTEND BARS 5'-2" FOR

13-#8 X 38-2 @ 12"

LAP INTO POUR

EXTEND BARS 7'-1" FOR

3-#8 X 40-1 @ 9"

ALT. BARS @ 9"

FOR LAP INTO POUR

EXTEND BARS 26'-4"

19-#11 X 8-8 @ 18"

19-#11 X 24-4 @ 18"

LAP INTO POUR

EXTEND BARS 9'-8" FOR

19-#11 X 13-0 @15"

ALT BAR

BENT DOWN

DOWELS

28-#8 X 4-0 @ 12"

TIES @ EQ SPA (20")

8-#8 X 26-7

FOR LAP INTO POUR

EXTEND BARS 7'-1"

16-#8 X 40-1 @ 9"

REQUIRED.

AT POCKET AS

BUT FIELD CUT BARS

FOR LAP INTO POUR,

EXTEND BARS 13'-10"

6-#11 X 46-10 @ 12"

DOWELS

19-#11 @ 18"

LAP INTO POUR

EXTEND BARS 1'-4" FOR

@ EQ SPA. (13")

22-#11 X 13-9 VERT

GATE HINGE

DOWELS (SEE NOTE 4)

C-04

D E

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C O

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L R

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L A

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33'-3" 40'-0"40'-0"40'-0"40'-0"

38'-8" 41'-4" 41'-4" 41'-4" 41'-4"

5'-3"

29'-3" 36'-0"

2'-0"2'-0" 4'-0"

38'-8"41'-4"41'-4"41'-4"41'-4"

29'-3"

9'-3"9'-3"

33'-3"40'-0"40'-0"40'-0"40'-0"40'-0"

426'-6"

4'-0"

5'-3"

36'-0"

4'-0"

2'-0"4'-0"2'-0"

"8'-0"

8'-0"

DS-K (Pour) DS-J (Pour) DS-I (Pour) DS-H (Pour) DS-G (Pour)

KEY (TYP.)

24"X4" SHEAR

B E

R T

CJ CJ CJ CJ CJ

(TYP.)

DS-E (Pour) DS-D (Pour) DS-C (Pour) DS-B (Pour) DS-A (Pour)

KEY (TYP.)

24"X4" SHEAR

B E

R T

D O

W N

S L

O P

D O

W N

S L

O P

CJ CJ CJ CJ CJ

R G

E .7

R G

E .2

CL OF HINGESCL OF HINGES

DS-F (Pour)

R G

C H

A N

N E

L C

E N

T E

R L

SEE PLAN VIEW NOTES

PLAN VIEW NOTES:

(TYP.)

12.5' 25'0

C-04

INSET - PLAN VIEW - SUBMERGED CONCRETE SILL

CENTER OF THE SILL IS AT RGE. 500.

3. THE SUBMERGED SILL IS LOCATED BY THE EXISTING CHANNEL RANGES, (RGE). THE

JOINT, , WITH DETAILED SHEAR KEYS.

AND LABELED A THROUGH K. EACH POUR CREATED A VERTICAL CONSTRUCTION

THE SUBMERGED CONCRETE SILL WAS CONSTRUCTED IN ELEVEN POURS/ SEGMENTS 2.

DRAWINGS DATED 2-7-1978.

ALL INFORMATION PROVIDED ON THIS SHEET WAS OBTAINED FROM AS-BUILT 1.

EL -46.0

EL -52.0'

9'-8"

6'-0"

4'-6"

4"CL

17'-9" "2 114-10

3'-0" 3'-0"

19-#8 X 26-9 FIELD ALT. BARS

19-#8 X 26-9 @ 9" O.C.

1'-6"9'-1 1/2 "4'-3"

3" CL

8'-0" 6'-0"

"2 132'-7

13'-1 1/2 "

3'-0"

4'-0" 4'-0"

EL -52.0'

EL -45.0' EL -45.0'CJCJ

4'-0"

6'-0"

EL -37.6'

SECTION - SILL - POUR "C"

DETAIL - GATE HINGE REINFORCEMENT

SEE SECTION VIEW NOTES

C-04

SECTION VIEW NOTES:

2.5' 5'0

REMOVED. HOWEVER THE CONTRACTOR SHALL VERIFY PRIOR TO DEMOLITION.

4. DOWELS THAT ARE SHOWN TO BE ABOVE THE CONCRETE SILL ARE ASSUMED TO BE

VERTICAL POURS WHICH CREATED A CONSTRUCTION JOINT, , AT -45.0 MLLW.

THERE WERE TWO HORIZONTAL POURS CONSTRUCTED FOR EACH OF THE ELEVEN 3.

1983-2001 TIDAL EPOCH.

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NOAA’S REPORTED MLLW OF 2.

THIS WAS TYPICAL CONSTRUCTION FOR EACH POUR.

FOR POUR "C" OF THE DOCK GATE SILL DETAIL DATED 2-10-1978 WITH REVISIONS ON 2/15.

ALL INFORMATION PROVIDED ON THIS SHEET WAS OBTAINED FROM AS-BUILT DRAWINGS 1.

000 0 0

5 5

25 25

S O

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M A

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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

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US Army Corps

U .S

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D R

A W

G D

A T

E N

A M

A N

S I E

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

B U

R K

C O

N C

R E

T E S

L R

E M

O V

A L

B O

E D

U V

A L C

O U

N T

Y F

L O

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

W E

B O

C F

C-06

+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

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

' 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

150' 300'0

2-4' BOX-RISER WEIRS

2-30" OUTFALLS

(SEE NOTE 3)

PIPELINE ROUTE

APPROXIMATE DREDGE

(SEE NOTE 3)

PIPELINE DISCHARGE AREA

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

O L D S

T . J

O H N S R

I V E R

C L A P B O A R D

R E E K

C E D A R

P O I N T

C R E E K

C-05

P O

S A

L A

R E

A D

A Y

S O

D /A -D

E P

L A

(SEE NOTE 5)

EXISTING DREDGE PIPE SEGMENT

APPROXIMATE LOCATION OF

TO D/A-D

ACCESS LOCATION

SHEET NOTES:

SCALE 1" = 100'

SITE PLAN

OF 25 FEET FROM THE CONTAINMENT DIKE TOE.

SURFACE WATER HAS RECEDED TO A MINIMUM DISTANCE

8. WATER REMOVAL PROCESS SHALL CONTINUE UNTIL THE

AN OFF-SITE LOCATION AND SHALL NOT BE PLACED INTO D/A-D.

INSITU ROCK REMOVED FROM THE SLIPWAY SHALL BE DISPOSED OF AT

7. ALL CONCRETE AND REINFORCEMENT BARS FROM THE SILL AND ANY

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

SECTION 35 20 23.

IN THE FIELD BY THE CONTRACTING OFFICER. SEE SPECIFICATION

EXISTING DREDGE PIPE SEGMENT. THE EXACT LOCATION TO BE SHOWN

5. CONTRACTOR MAY CONNECT TO THE END STRUCTURES OF THE

CONTRACTING OFFICER'S REPRESENTATIVE.

23 FEET (NAVD88), THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE

"TURBIDITY AND DISPOSAL MONITORING". IF WATER ELEVATIONS REACH

MEETING THE TURBIDITY REQUIREMENTS SPECIFIED IN SECTION 01 57 25

METHODS SHALL BE REQUIRED TO PRODUCE AN EFFLUENT QUALITY

DISCHARGING WATER THROUGH THE WEIR OUTFLOWS. BOTH OF THESE

USING WEIR OPERATIONS OR PUMPING METHODS THAT INCORPORATE

PROCEED TO REMOVE THE PONDED WATER FROM THE DISPOSAL AREA

4. UPON COMPLETION OF DISPOSAL OPERATIONS, THE CONTRACTOR SHALL

OFFICER'S REPRESENTATIVE.

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

3. EXACT LIMITS OF THE PIPELINE DISCHARGE ROUTE AND AREA WILL BE

SINCE THE SURVEY WAS PERFORMED.

APPROXIMATE, AS MATERIAL HAS BEEN PLACED IN THE DISPOSAL AREA

FEET BELOW DIKE CREST HEIGHT. ELEVATION AND VOLUME

2. CAPACITY IS APPROXIMATELY 1.1 MILLION CUBIC YARDS ESTIMATED FIVE

HYDROGRAPHIC.

1. DISPOSAL AREA SURVEY WAS DONE IN TWO PARTS: TOPOGRAPHIC AND

100' 200'0

C-06

P O

S A

L A

R E

A D

A Y

S O

D /A -D

C R

O S

S S

E C

N S

-M

C T

C D

-S

C c s e c .d g n

HORIZONTAL:VERTICAL:

10' 20'0

100' 200'0

HORIZONTAL:VERTICAL:

10' 20'0

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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US Army Corps

U .S

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L E F

B E

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B U

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C O

N C

R E

T E S

L R

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O V

A L

B O

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U V

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U P

P O

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A C

Y B

L O

U N

T I S

L A

N D

W E

B O

(EL. 33.1')

TOP OF DIKE

(EL. 32.1')

TOP OF DIKE

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

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

EXISTING SURFACE

CENTERLINE OF DIKE AT STATION 71+00

LOOKING NORTHWESTLOOKING NORTHWEST

DISPOSAL AREA INTERIOR

STATION 87+00 STATION 71+00

(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

(EL. 32.1')

TOP OF DIKE

EXISTING SURFACE

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

LOOKING SOUTHWESTLOOKING SOUTHWEST

DISPOSAL AREA INTERIOR

STATION 50+00STATION 17+00

G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C-06

File details come from the government source that posted it.