PLANS_Manatee19B20.pdf

PDF 16 MB Posted Aug 8, 2019

Attached to: MANATEE HARBOR, MAINTENANCE DREDGING, 40- FOOT PROJECT, ENTRANCE CHANNEL, TURNING BASIN, AND SOUTH ACCESS CHANNEL, MANATEE COUNTY, FL
Solicitation number: W912EP19B0020
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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Plans for Manatee Harbor, W912EP190020

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File	Type	Posted
MANATEE_BID_ABSTRACT.XLSX	XLSX spreadsheet	Sep 13, 2019
19-098_TAMPA HBR_PORT MANATEE_93+00 THRU TB_3X3AVG_USACE-LRB-BOAT_NEG.xyz	XYZ file	Sep 6, 2019
Amendment_0003_to_Manatee_Harbor_Dredging_19B0020.pdf	PDF	Sep 6, 2019
19-098_TAMPA HBR_PORT MANATEE_00+00 THRU 93+00_3X3AVG_USACE-LRB-BOAT_NEG.xyz	XYZ file	Sep 6, 2019
19-098 Manatee Harbor ZONE 10 Exam Survey Report.pdf	PDF	Sep 6, 2019
Amend_0002.pdf	PDF	Aug 30, 2019
B.07.01.Site_Visit_List.pdf	PDF	Aug 19, 2019
Amendment_0001_Manatee_19B0020.pdf	PDF	Aug 9, 2019
GDRfilesForManatee_19B20.pdf	PDF	Aug 8, 2019
Volume_1.pdf	PDF	Aug 8, 2019
Volume_2.pdf	PDF	Aug 8, 2019

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of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

W912EP-19-B-0020

MMMMMMMMM YYYY

XXXXXX-XX-X-XXXX

VOLUME X

JACKSONVILLE DISTRICT

C-11

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

GENERAL

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

ABBREVIATIONS AND SYMBOLS

G-03

G-04

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

C-06

CIVIL

C-07

C-08

C-09

CHANNEL CONTROL DATA

TYPICAL CROSS SECTIONS

SHEET TITLESHEET ID

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

MANATEE HARBOR

ENTRANCE CHANNEL, TURNING BASIN

A N C E C

H A

N N

T A

M P A H

A R B

O R C

U T -B T B

MAINTENANCE DREDGING 40 FOOT PROJECT

S O

U T

H A

C C

E S S C

H A

N N

E L

BERTHING AREAS

LOCAL SPONSOR

TURNING BASIN

DREDGING PLAN - RGE. 2948.4 TO RGE. 1400

C-10 TYPICAL CROSS SECTIONS

C-12

DISPOSAL AREA

DISPOSAL PLAN PIPELINE ROUTES

AND SOUTH ACCESS CHANNEL

DREDGING PLAN - E.C. STA. 171+29.14 TO E.C. STA. 150+00

DREDGING PLAN - E.C. STA. 150+00 TO E.C. STA. 120+00

DREDGING PLAN - E.C. STA. 120+00 TO E.C. STA. 90+00

DREDGING PLAN - E.C. STA. 90+00 TO E.C. STA. 63+00

DREDGING PLAN - E.C. STA. 63+00 TO E.C. STA. 33+00

DREDGING PLAN - E.C. STA. 33+00 TO SAC. STA. 15+50

DREDGING PLAN - SAC. STA 15+50 TO SAC. STA. 0+00

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

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R S pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Manatee Harbor\Maintenance Dredging FY19\080 - Plans\01 General\G-01

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D -G

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-C

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I0 .d g n

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N E

R A

4. ALL POSITIONAL VALUES ARE IN THE UNITS OF U.S. SURVEY FEET.

THE NORTH AMERICAN DATUM OF 1983, ADJUSTMENT OF 2011, NAD83(2011).

COORDINATE SYSTEM FOR THE WEST ZONE OF FLORIDA (0902), AND ARE IN

3. HORIZONTAL COORDINATES ARE REFERENCED TO THE STATE PLANE

ELLIPSOID HEIGHTS.

WAS USED TO CALCULATE ORTHOMETRIC HEIGHTS FROM OBSERVED

BETWEEN EACH OTHER AND PUBLISHED VERTICAL CONTROL. GEOID12A

MARKS WERE DETERMINED VIA OPUS-DB PROCESSING AND VERIFIED

1988 (NAVD88). THE HORIZONTAL AND VERTICAL POSITIONS OF THE CONTROL

2. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF

1. REFER TO SURVEY 13-191.

A B

B R

E V

N S A

N D S

Y M

B O

L S

SEAGRASS LIMITS

GAS PIPELINE

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

REQUIREMENTS WERE FOLLOWED DURING THIS SURVEY IN ACCORDANCE WITH

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

DISTRIBUTION OF AVAILABLE DEPTHS AT THE TIME OF SURVEY.

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

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

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

R. Witmer 01 FEBRUARY 2019 PORT MANATEE

R. Witmer 29 JANUARY 2019 PORT MANATEE

SURVEY VESSEL DATE OF SURVEY AREA

ARE IN HIGH-FREQUENCY.

OPERATING AT 28 AND 200 KHZ FOR SINGLE-BEAM CHECK LINES. SOUNDINGS SHOWN

PRIMARY SOUNDER AND A ROSS MODEL 835 SMARTSOUNDER SINGLE BEAM SYSTEM

8. VERTICAL MEASUREMENTS WERE MADE USING AN R2 SONIC 2024 SYSTEM AS THE

NOAA TIDAL STATION 872-6384, PORT MANATEE, TAMPA BAY, FL.

WITH THE TIDE GAGE SITE SECIFIED BELOW:

CALIBRATED TO THE PUBLISHED MLLW HEIGHTS OF THE BENCHMARKS ASSOCIATED

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

(MLLW), TIDAL EPOCH 1983-2001, AS REPORTED BY THE NATIONAL OCEANIC AND

7. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER LOW WATER

FROM NOS BM “872 6384 C”

TIDE STAFF WAS SET IN THE NORTHERN MOST BULKHEAD OF MANATEE HARBOR

REFERENCE BASE LOCATED AT “872 6384 K 2004”, OPUS PID: BBBT27

WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

DATUM OF 1983 (NAD 83).

FOR THE WEST ZONE OF FLORIDA AND REFERENCED TO THE NORTH AMERICAN

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR PROJECTION

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

SPC-FL-WEST-2010-12-07.KTD.

AND USING A HYPACK KINEMATIC TIDAL DATUM (KTD) FILE. FILE NAME:

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

(MLLW) TIDAL DATUM.

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

1. REFER TO SURVEY NO. 19-098.

FULL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

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

GENERAL NOTES

GENERAL SYMBOLOGY

LEGEND - NAVIGATION

CB-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

GRAB SAMPLE

VIBRACORE BORING

LEGEND - GEOTECHNICAL BORINGS

NO WAKE

SIGN

RED LIGHTED BUOY / GREEN LIGHTED BUOY

LEGEND - AIDS TO NAVIGATION

200'0 100'

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

SHOWN

DRAWING WHERE

IN THE DIRECTION OF ARROW

MONUMENT FALLS OFF THE PAGE

CONTROL POINT

VERTICAL / TIDAL CALIBRATION

PID AF31

DISCIPLINE DESIGNATOR

ELEVATION AND LOCATION

PROJECT CHANNEL

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

49.5

SURVEY NOTES - CHANNELSURVEY NOTES - UPLAND DISPOSAL

CROSS SECTIONC

C-16

HORIZONTALVERTICAL

DRAWING AREA CROSS SECTION PROFILE TITLE WITH ASYMMETRICAL SCALES

CHANNEL LIMIT PI IDENTIFIER

CHANNEL CL PI POINT

STAGING / UNLOADING AREA

UPLAND DISPOSAL AREA

PIPELINE ROUTE

DRAWING AREA - PLAN VIEW

CROSS SECTION

TITLE

FEDERAL DREDGING AREAS

FULL SECTION

OBJECT REFERENCED

VIEWING PLANE

CUTTING PLANE LINE

IDENTIFICATION

S-56

SHOWN

DRAWING WHERE

PARTIAL SECTION

REDUCED TO FIT

EXISITNG GROUND

LEGEND - RESOURCES

6. SEE PARAGRAPH "SUBAQUEOUS CABLE CROSSINGS" IN SECTION 35 20 23 DREDGING.

APPLICATION FOR THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.

SEAGRASS WAS LOCATED IN JANUARY 2016. THIS SERVICE IS FOR THE OPEN DATA DOWNLOAD5.

4. DREDGE FREEBOARD REQUIREMENTS ARE LOCATED IN THE DREDGING SPEC 35 20 23.

ONLY AND ARE NOT TO BE USED FOR MEASUREMENTS (DATED 2015).

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

CONSTRUCTION OF THIS PROJECT.

HE/SHE DETERMINES ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SUCH FEATURES THAT

NOT ALL EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE CONTRACTOR

ONLY AND WERE NOT PHYSICALLY LOCATED BY SURVEY UNLESS OTHERWISE INDICATED.

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS ARE FOR INFORMATION

THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION

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

VERT

USCG

USC

USACE

TYP

TOS

TOL

STA

SSB

SAC.

RGE

RFI

PID

N.T.S.

NOAA

NAVD88

NAD 83

MLW

MLLW

MHW

ICW

HORIZ

FIG.

FDOT

FDEP

ENV

EL / ELEV

E.C.

DWG

D/B

COR

CHN.

BLVD

APPROX

VERTICAL

UNITED STATES COAST GUARD

UNITED STATES CODE

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

STATION

STREET

SOUTH SETTLING BASIN

SQUARE FEET/FOOT

SHEET

SOUTHERN ACCESS CHANNEL

RANGE

REQUEST FOR INFORMATION

ROAD

PERMANENT IDENTIFIER

NOT TO SCALE

NUMBER

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN VERTICAL DATUM OF 1988

NORTH AMERICAN DATUM OF 1983

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT/FEET

INTRACOASTAL WATERWAY

HORIZONTAL

FOOT/FEET

FIGURE

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EXISTING

ENVIRONMENT

ELEVATION

ENTRANCE CHANNEL

DRAWING

DATABASE

CUBIC YARD

CONTRACTING OFFICER'S REPRESENTATIVE

CENTERLINE

CHANNEL

BOULEVARD

APPROXIMATE

S O

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D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

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

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L E F

M A

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A R

B O

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W .I .H

M .A .R

V .M .B

BCOES REVIEW

NOTE:

(CY)

DEPTH

REQUIRED

(CY)

OVERDEPTH

ALLOWABLE

TOTAL (CY)

SECTION

ACCEPTANCE

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

47,000

LOCATION

AREA

STAGING

T A

M P A H

A R B

O R

U T -B T B

P R O J E C T L I M I T S

TURNING BASIN AREA

DISPOSAL

UPLAND

P O R T M A N A T E E

0 2000'1000' G-03

N E

R A

P R

O J E

C T O

V E

R V

TO OCCUR BETWEEN THE DATE OF THE SURVEY AND THE COMMENCEMENT OF DREDGING.

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

A N C E C

H A

N N

MANBIRTEE KEY

MANATEE COUNTY

HILLSBOROUGH COUNTY

T A M P A B A Y

BERTHING AREAS

NON FEDERAL

PROJECT VICINITY MAP

Y=1195000

Y=1200000

Y=1205000

Y=1210000

Y=1215000

Y=1220000

ENTRANCE CHANNEL AND TURNING BASIN

SOUTH ACCESS CHANNEL

-M

H M

D -G

Io o .d g n

121,00074,000

GAS PIPELINES

S O

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W .I .H

M .A .R

V .M .B

BCOES REVIEW

GULF OF MEXICO

LAKE

OKEECHOBEE

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT LAUDERDALE

FT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEAN

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINEGAINESVILLE

PALM BEACH

LOCATION MAP

NOT TO SCALE

G G

S O

A T

N N

D E

N E

D B

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M A

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D B

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D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

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

M A

N A

T E

E H

A R

B O

M A

N A

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E C

O U

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Y F

L O

M A

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N A

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E D

R E

D G

-F

O O

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R O J E

C T

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T R

A N

C E C

H A

N N

E L A

N D T

U R

G B

A S

W .I .H

M .A .R

V .M .B

BCOES REVIEW

R G E. 400

R G E. 200

R G E. 00

R G

E. VAR

IES

R G

E. VAR

IES

R G E. -100

R G E. 200

R G E. 500

E N

T R

A N

C E C

H A

N N

E L

III

TURNING

BASIN

T A

M P

A R

B O

U T -B (T

NON-FEDERAL BERTHING AREAS

POINT (Y) NORTHING(X) EASTING

CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

CHANNEL CONTROL POINTS

1,209,785.778

1,200,013.006

462,057.519

459,720.074

462,155.271

460,806.797

462,126.326

463,340.486

462,971.254

465,059.886

464,690.655

467,683.452

467,437.297

472,449.878

472,800.779

473,008.828

473,373.841

473,767.959

473,702.359

473,678.670

473,460.360

473,348.175

473,066.401

473,724.622

473,562.127

1,210,459.515

1,207,465.575

1,209,665.629

1,208,084.285

1,208,348.260

1,208,506.452

1,208,033.516

1,207,164.075

1,206,691.139

1,204,988.927

1,204,673.636

1,201,267.663

1,201,310.876

1,201,577.357

1,201,688.108

1,201,380.411

1,200,719.296

1,200,699.296

1,200,512.295

1,200,566.341

1,200,278.860

1,200,196.316

1,199,589.459

473,358.460 1,198,260.885

473,402.652 1,198,206.880

473,501.087 1,197,526.745

473,737.651 1,197,560.782

473,513.620 1,199,108.717

III

461,214.347

473,731.922

475,230.360

473,600.056 1,197,541.068

473,179.922 1,200,443.966

FLORIDA WEST ZONE PLANE COORDINATES (NAD83(90))

0 500' 1000' G-04

N E

R A

C H

A N

N E

L C

O N

T R

O L D

A T

X ,0

Y=1,210,000

Y=1,200,000

Y=1,205,000

S O

U T

H A

C C

E S

S C

H A

N N

CHANNEL CONTROL DATA

-M

H M

D -G

Io o .d g n

872 6384 K, 2004

872 6384 C

AG7340

BBBT27

SURVEY CONTROL (USACE #19-098)

DESIGNATION PID EASTING NORTHING NAVD88 MLLW

SEE DESC.

1,201,668.05

SEE DESC.

473,905.68

8.23

6.99

9.78

N/A

872 6384 C TIDAL

872 6384 K, 2004

A T

N N

D E

N E

D B

D E

S C

M A

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D A

T E

C O

N T

R A

C T N

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K E

D B

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N B

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C T

E N

T R

A N

C E C

H A

N N

E L A

N D T

U R

G B

A S

W .I .H

M .A .R

V .M .B

BCOES REVIEW

PLANE COORDINATES

AIDS TO NAVIGATION

LT. BUOY-2 (02/19)

LT. BUOY-6B (02/19) 1,207,506

1,208,086

459,708

460,802

"LTBUOY-2"

"LTBUOY-6B"

M A N

E H

A R B O

R E

A N C E C

H A N

N E L

NOT TO SCALE

KEY PLAN

B A Y T A M P A

C -0

C-08

C -0

-M

H M

D -C

N p ln .d g n

C-01

D R

E D

G P

L A

100' 200'0

Y =1

T A M P A B A Y

RGE. 2948.4

DREDGING PLAN

MATCHLINE DWG. C-02 RGE. 1400 ENTRANCE CHANNEL

C U

T -B

T B

R A N

G E V

A R

R G

E .4 T

O R

G E

.C S

T A .1

E .C S

T A

E .C S

T A

E .C S

T A

NO DREDGING THIS SHEET

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\Manatee Harbor\Maintenance Dredging FY19\080 - Plans\05 Civil\C-02

D R

A W

G D

A T

E N

A M

A N

S I E

W E

P -1

-B -0

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

M A

N A

T E

E H

A R

B O

M A

N A

T E

E C

O U

N T

Y F

L O

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

E N

T R

A N

C E C

H A

N N

E L A

N D T

U R

G B

A S

W .I .H

M .A .R

V .M .B

BCOES REVIEW

A T

O S

T A M

A N

A T

E E H

A R

B O

M A N

E H

A R B O

R E

A N C E C

H A N

N E L

NOT TO SCALE

KEY PLAN

B A Y T A M P A

C -0

C-08

C -0

C-09

SS_MH_M19-01

SS_MH_M19-02

RGE. 200

C U

T -B

T B

RANGE VARIES

RANGE V

ARIE

ENTRANCE CHANNEL

C-02

STA. 171+29.14

100' 200'0

-M

H M

D -C

N p ln .d g n

T A M P A B A Y

S T

R G E . V

A R

R G E . V

A R

R G

E )2

RGE. (-)849.93

D R

E D

G P

L A

Y =1

DREDGING PLAN

S T

A .1

MATCHLINE DWG. C-01 RGE. 1400 ENTRANCE CHANNEL

M A

T C

H L

D W

C -0

N T

R A

N C

E C

H A

N N

E L

RGE. -200

RGE. -300

RGE. -450

RGE. -600

E .C S

T A

T A .5

E .C S

T A

E .C S

T A

T A .1

O E .C S

T A

PLUS 1-FOOT ALLOWABLE OVERDEPTH

40-FOOT REQUIRED DEPTH

PLANE COORDINATES

AIDS TO NAVIGATION

PLANE COORDINATES

AIDS TO NAVIGATION

PLANE COORDINATES

AIDS TO NAVIGATION

"LTBUOY-1"

"LTBUOY-8B"

LT. BUOY-1 (02/19) 462,176 1,209,664

462,167 1,208,339

462,134 1,210,495

LT. BUOY-4 (02/19)

LT. BUOY-8B (02/19)

LT. BUOY-1 (02/19) 462,176 1,209,664

462,167 1,208,339

462,134 1,210,495

LT. BUOY-4 (02/19)

LT. BUOY-8B (02/19)

LT. BUOY-1 (02/19) 462,176 1,209,664

462,167 1,208,339

462,134 1,210,495

LT. BUOY-4 (02/19)

LT. BUOY-8B (02/19)

"LTBUOY-4"

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