A.01.13_W912EP18B0014_Plans.pdf

PDF 17 MB Posted Oct 5, 2018

Attached to: HORSESHOE COVE, MAINTENANCE DREDGING, 6-FOOT PROJECT, ENTRANCE CHANNEL AND TURNING BASIN, DIXIE COUNTY, FLORIDA
Solicitation number: W912EP18B0014
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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W912EP18B0014 Plans

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W912EP18B0014_Bid_Abstract_-_Horseshoe_Cove.pdf	PDF	Nov 6, 2018
W912EP18B0014_Amendment_0002.pdf	PDF	Nov 2, 2018
Horseshoe_Cove_Pre-bid_Site_Visit_Roster.pdf	PDF	Oct 25, 2018
W912EP18B0014_Amendment_0001.pdf	PDF	Oct 19, 2018
A.07.23_W912EP18B0014_Volume_2.pdf	PDF	Oct 5, 2018
A.07.23_W912EP18B0014_Volume_1.pdf	PDF	Oct 5, 2018
A.01.13_W912EP18B0014_GDR.pdf	PDF	Oct 5, 2018

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E of Engineers

US Army Corps

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: MMMMMMMMM YYYY

VOLUME X

JACKSONVILLE DISTRICT

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

D I X I E C O U N T Y

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

CHANNEL CONTROL DATA

SHEET TITLESHEET ID

HORSESHOE COVE, MAINTENANCE DREDGING,

6-FOOT PROJECT, ENTRANCE CHANNEL AND

TURNING BASIN, DIXIE COUNTY, FLORIDA

G U L F O F M E X I C O

E N T R A N C

H A N N E L

G E

N E

R A

C O

V E

R A

N D S

H E

E T I

N D

E X

MAINTENANCE DREDGING

H O R S E S H O E C O V E

DREDGING PLAN - STA. 90+00 EC TO STA. 111+50 EC

DREDGING PLAN - STA. 111+50 EC TO STA. 137+50 EC

DREDGING PLAN - STA. 137+50 EC TO STA. 163+50 EC

DREDGING PLAN - STA. 163+50 EC TO STA. 190+73.6 TB

CROSS SECTIONS

UPLAND DISPOSAL AREA

H O R S E S H O E B E A C H

T O W N O F

W912EP18B0014

XXXXXXXXXXXXX

PIPELINE ROUTE

FULL SECTION

PARTIAL SECTION

TERMS AND ABBREVIATIONSREFERENCE SYMBOL KEY

REDUCED TO FIT

DRAWING AREA TITLE

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

GENERAL NOTES

DISCIPLINE DESIGNATOR

C-12

VIEWING PLANE

CUTTING PLANE LINE

OBJECT REFERENCED

DRAWING WHERE SHOWN

SHEET GRID - ROW AND COLUMN

C-12

DRAWING WHERE SHOWN

SHEET GRID - ROW AND COLUMN

VIEWING PLANE

OBJECT REFERENCED

DRAWING SYMBOLOGY AND GENERAL NOTES

4255-123

R -6

1 on 20

FILL SLOPE 1' VERTICAL TO 20' HORIZONTAL

FILL SLOPE INDICATOR SYMBOL

EROSION CONTROL POINT (ECL)

CONSTRUCTION BASELINE POINT (CBL)

FDEP RANGE MONUMENT WITH AZMITH BEARING

4255-124

R - RESOURCES

S - STRUCTURAL

C - CIVIL

B - GEOTECHNICAL

ENVIROMENTAL RESOURCE MAPPING

V - SURVEY /

G - GENERAL

LEGEND - GEOTECHNICAL BORINGS

CB-JH99-22 IDENTIFIER

P-JH99-22 IDENTIFIER

GS-JH99-22 IDENTIFIER

VB-JH99-22 IDENTIFIER

CORE BORING

PROBE

GRAB SAMPLE

VIBRACORE BORING

LEGEND - AIDS TO NAVIGATION

LIGHTED BEACON

GREEN DAYBEACON

RED DAYBEACON

CAN BUOY

NUN BUOY

RED LIGHTED BUOY / GREEN LIGHTED BUOY

400'0 200'20' 40'0

CROSS SECTION

200'0 100'

PLAN

TITLE

NORTH INDICATOR

GRAPHIC SCALE

SECTION NAME

TITLE

DRAWING WHERE SHOWN

GRAPHIC SCALE

49.5

PID AF3134

PROJECT CHANNEL

DREDGING AREAS

ELEVATION AND LOCATION

CHANNEL LIMITS

CHANNEL PI POINTS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

STAGING / UNLOADING AREA

FILL PROFILE AREA

G-02

N E

-C

H S

B V -G

I0 S y m b .d g n

A B

B R

E V

N S A

N D S

Y M

B O

L S

REDUCED TO FIT

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

PROFILE

C-01

SHEET NO.

20'0 10'100' 200'0

GRAPHIC SCALE

TITLE

SIDECAST LOCATION

SURVEY NOTES

SURVEYING, 30 NOV 13.

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

QUALITY ASSURANCE REQUIREMENTS WERE FOLLOWED DURING THIS

11. SURVEY ACCURACY PERFORMANCE STANDARDS, QUALITY CONTROL, AND

THE TIME OF THE SURVEY.

THIS CHART IS SOLELY FOR THE DISTRIBUTION OF AVAILABLE DEPTHS AT

BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

OF SURVEYS MADE ON THE DATES INDICATED ABOVE AND CAN ONLY

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

9. AIDS TO NAVIGATION WERE LOCATED DURING THIS SURVEY.

APPROACH & ENTRANCE CHANNELS23-25 JUL 2018 SB-36

CUTDATE OF SURVEY VESSEL

ALL SOUNDINGS SHOWN ARE IN HIGH FREQUENCY.

SOUNDER WITH A DUAL-FREQUENCY (28/200 KHZ) SINGLE-BEAM TRANSDUCER.

8. VERTICAL MEASUREMENTS WERE MADE USING ROSS MODEL 835C SMART

TIDE STAFF LOCATED ON WOODEN DOCK SET FROM "HCBH-5"

REFERENCE BASE LOCATED AT "HCBH-5" (OPUS PID: BBFJ80)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

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

NOAA TIDAL STATION 872-7648, HORSESHOE POINT, FL

SITE SPECIFIED BELOW:

MLLW HEIGHTS OF THE BENCH MARKS ASSOCIATED WITH THE TIDE GAGE

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

BY THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA).

LOW WATER (MLLW) TIDAL DATUM, TIDAL EPOCH 1983-2001, AS REPORTED

6. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO MEAN LOWER

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

TO NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE NORTH ZONE OF FLORIDA (0903) AND REFERENCED

4. PLANE COORDINATES ARE BASED ON THE LAMBERT CONFORMAL CONIC

A (+) SIGN.

3. ALL ELEVATIONS ARE BELOW THE CHART DATUM UNLESS PRECEDED BY

SPC-FL-NORTH_20161026.KTD

GPS AND A HYPACK KINEMATIC TIDAL DATUM MODEL NAMED:

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

1. REFER TO SURVEY NO. 18-142.

INDENTITY SYMBOL KEY

LEGEND

CBL STATION

UNITED STATES COAST GUARD

UNITED STATES ARMY CORPS OF ENGINEERS

TYPICAL

TOE OF SLOPE

TOLERANCE

TOP OF BERM

TURNING BASIN

STATION

STREET

SOVEREIGN SUBMERGED LAND EASEMENT

SQUARE FEET

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

PINELLAS COUNTY AQUATIC PRESERVE

NOT TO SCALE

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN VERTICAL DATUM OF 1998

MEAN LOW WATER

MEAN LOWER LOW WATER

MEAN HIGH WATER

LINEAR FOOT

IRON PIPE

INVERT

FOOT/FEET

FLORIDA DEPARTMENT OF TRANSPORTATION

FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION

EDGE OF BERM

ELEVATION

EROSION CONTROL LINE

ENTRANCE CHANNEL

DRAWING

COUNTY ROUTE

CENTERLINE

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

450+00

USCG

USACE

TYP

TOS

TOL

TOB

STA

SSLE

RGE

RFI

PCAP

N.T.S.

NOAA

NAVD88

MLW

MLLW

MHW

INV

FDOT

FDEP

EOB

ECL

DWG

CBL

BLVD

APPROX

WILL BE ASSIGNED THE PLUS SYMBOL (+).

DATUM. ALL ELEVATIONS SHOWN ABOVE REFERNCE DATUM

3. DESIGN ELEVATIONS ARE IN US FEET AND REFERENCED TO MLLW

CONSTRUCTION OF THIS PROJECT.

ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

LOCATION OF ALL SUCH FEATURES THAT HE/SHE DETERMINES

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE

EXISTING STRUCTURES ARE INDICATED ON THE DRAWINGS, THE

LOCATED BY SURVEY UNLESS OTHERWISE INDICATED. NOT ALL

ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY

2. ALL PLANIMETRIC LAND FEATURES DEPICTED ON THESE PLANS

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

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

1. THIS PROJECT WAS DESIGNED BY THE JACKSONVILLE DISTRICT

OVERLAND PIPELINE ACCESS ROUTE

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GULF OF MEXICO

LAKE

OKEECHOBEE

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT LAUDERDALE

FT MYERS

MIAMI

TAMPA

KEY WEST

ATLANTIC

OCEANOF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINEGAINESVILLE

PALM BEACH

LOCATION MAP

NOT TO SCALE

OF WORK

LOCATION

GULF OF MEXICO

HORSESHOE

TAYLOR

CROSS

CITY

DIXIE

GILCHRIST

BEACH

COVE

LEVY

E R

CEDAR KEY

S U

W A

N N E E

LOCATION MAP

NOT TO SCALE

HCBH-09

HCBH-11

HCBH-10

SHELTON

872 7648 H

HCBH-5

HORSESHOE COVE

ESTIMATED DREDGING QUANTITIES IN CUBIC YARDS (CY)

BID ITEM

BASE

OPTION A

TOTALS

ENTRANCE CHANNEL AND TB STA. 100+00 TO STA. 183+00

23,000 10,000

37,000

-H

C M

D F

Y -G

I0 .d g n

G E

N E

R A

P R

O J E

C T O

V E

R V

G-03600' 1200'0

P R O J E C T

L I M I T S

G U L F O F M E X I C O

E N T R

A N

C E C

H A

N N E L

STATE OF FLORIDA

DIXIE COUNTY

TOWN OF HORSESHOE CREEK

MAINTENANCE DREDGING

Y= 160000

Y= 155000

Y= 160000

Y= 155000

UPLAND DISPOSAL AREA

2. SEE DWG. C-07 FOR UPLAND DISPOSAL AREA COORDINATES.

1. SEE DWG. G-04 FOR CHANNEL CONTROL POINT COORDINATES.

SHEET NOTES:

38,000

61,000

65,000

33,000

98,000

27,000

TURNING BASIN STA. 183+00 TO STA. 190+73.6

CHANNEL LOCATION DEPTH

REQUIRED

VOLUME TO

OVERDEPTH

ALLOWABLE

VOLUME IN

VOLUME

TOTAL

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

REQUIRED DEPTH AND ALLOWABLE OVERDEPTH VOLUMES INCLUDE ANTICIPATED SHOALING

NOTE:

GRAPHIC SCALE

H C

M D

F Y

G -0

.d g n

Y=159500

Y=160000

Y=160500

Y=161000

R G

E .5

G U L F O F M E X I C O

D I X I E C O U N T Y

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

H O R S E S H O E C O V E

T O W N O F H O R S E S H O E B EA C H

G E

N E

R A

C H

A N

N E

L C

O N

T R

O L D

A T

G-04

100' 200'0

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N /A

J A

C K

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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

H O

R S

E S

H O

E C

O V

E M

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

5 4

C U

R G

E 0R

G E

R G

E .5

E N

T R

A N

C E

H A

N N

E L

CHANNEL CONTROL POINTS

POINT (Y) NORTHING(X) EASTING

FLORIDA NORTH ZONE PLANE COORDINATES (NAD83(90)

2,353,553.98

2,348,810.49

2,348,842.73

2,352,998.26

2,353,573.64

2,353,494.91

2,353,371.32

2,353,073.52

2,352,703.53

2,352,418.30

2,352,447.14

2,352,714.20

2,352,788.92

2,352,938.55

2,352,933.78

2,348,778.25

161,374.19

153,391.14

153,371.99

160,365.54

161,100.55

161,162.22

160,993.37

160,930.70

160,960.70

160,875.33

160,780.37

160,859.44

160,853.43

160,680.65

160,403.85

153,410.30

60-27,486: MONUMENTS

60-37,526: CHANNEL LIMITS

CHANNEL BASED OFF DOCUMENTS:

FURNISHED WITHIN THESE PLANS.

GEOID MODEL ASSOCIATED WITH THE DATA SHOWN BY THE HYDROGRAPHIC SURVEY

SURVEY CONTROL MARKS, TIDAL CALIBRATION BENCH MARKS, “KTD” FILE NAME AND

REFER TO THE ACCOMPANYING “SURVEY NOTES”AND “SURVEY COVER SHEET”FOR THE

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:

THE HORIZONTAL AND VERTICAL LOCATIONS OF SURVEYED POINTS.

OPERATIONS DIVISION, AND THE COORDINATES AND ELEVATIONS USED TO CONTROL

SURVEY CONTROL AND CALIBRATION TIDE GAUGE SITES CURRENTLY EMPLOYED BY

REFER TO THE NOTES OF THE ATTACHED, OR LATEST FIELD SURVEY FOR THE SPECIFIC

THE DESIGN SURVEY(S).

SURVEY FURNISH HEREIN MUST USE THE CONTROL AS TABULATED, ACCOMPANYING

PARTICULAR REACH OF ANY GIVEN PROJECT. ANY ATTEMPT TO REPLICATE THE

PLANS. THESE SURVEY NOTES DETAIL WHICH SET OF CONTROL(S) WERE USED FOR A

PPCP ARE LISTED IN THE ACCOMPANYING SURVEY NOTES AND TABULATED ON THESE

PRIMARY PROJECT CONTROL POINTS (PPCP):

DISTRICT. REFER TO SURVEY NOTES ON THESE PLANS FOR THE KTD FILE NAME.

REFERENCED IN THE NOTES ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE

PARTY ATTEMPT TO DUPLICATE THIS SURVEY SHALL OBTAIN THE KTD FILE,

OBSERVED ORTHOMETRIC HEIGHTS TO THE MLLW REFERENCE DATUM. ANY THIRD

AS STATED ABOVE, A MODIFIED VDATUM-BASED KTD FILE IS USED TO CONVERT

AND THE VDATUM MODEL FILE ARE NOT TO BE CONSIDERED EQUALIVALENT.

PARTICULAR REACH OF A NAVIGATION PROJECT. AS A RESULT OF THIS, THE KTD FILE

THE PUBLISHED TIDE GAUGE DATUM VALUES AT DISCREET POINTS ALONG A

OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR GROSS DISAGREEMENTS WITH

NOT FOUND IN THE VDATUM MODEL. THESE EDITS ARE A RESULT OF EITHER

DERIVED FROM THE VDATUM MODEL, THE KTD FILE MAY CONTAIN EDITS OR ADDITIONS

HYDROGRAPHIC SOFTWARE FOR REAL TIME VERTICAL DATUM CORRECTIONS. THOUGH

CONSTRUCT A KINEMATIC TIDAL DATUM GRID FILE (KTD) FOR USE BY THE

VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.6. THIS MODEL WAS USED TO

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

TIDAL MODEL:

1988 (NAVD88).

ORTHOMETRIC ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN DATUM OF

(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:

FOR THIS PROJECT.

PROJECT DIMENSIONS, AS SHOWN IN THE MASTER CHANNEL FRAMEWORK DESIGN FILE

OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS CONFORM TO THE AUTHORIZED

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

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

PLANE COORDINATE SYSTEM (SPCS)NORTH ZONE (0903). MEASUREMENT UNITS ARE

DATUM OF 1983 (NAD83). GRID COORDINATES ARE SHOWN IN THE FLORIDA STATE

THE HORIZONTAL REFERENCE DATUM FOR THIS PROJECT IS THE NORTH AMERICAN

HORIZONTAL REFERENCE SYSTEM:

REVISION 01 JUNE 2017

HORSESHOE COVE FRAMEWORK REPORT

872 7648 H

SHELTON AZ MK

HCBH-5

DM3729

AR1608

BBFJ80

161,940.SC

162,270.SC

161,242.07

2,354,090.SC

2,354,290.SC

2,354,811.71

4.77

4.39

5.15

6.44

7.20

DESIGNATION PID NORTHING EASTING NAVD88 MLLW

SURVEY CONTROL

DIFFERENTIAL LEVELING WAS USED TO CONDUCT THIS SURVEY.

HEIGHT OF 4.96 FEET. THE HEIGHT OF 5.15 FEET NAVD88, AS DETERMINED BY

NAVD88 HEIGHT OF “HCBH-5”. OPUS RESULTS RETURNED AN ORTHOMETRIC

“HCBH-5”, AND BETWEEN “SHELTON AZ MK”AND “872-7648 H”TO DETERMINE THE

LEVELING OPERATIONS WERE CONDUCTED BETWEEN “SHELTON AZ MK”AND

HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE FOR

VERTICAL CONTROL / TIDE CALIBRATION POINT

HORIZONTAL AND VERTICAL CONTROL POINT

HCBH-5

SHELTON AZ MK872 7648 H

28.

18.

08.

47.

37.

85.

15.

04.

ENTRANCE CHANNEL

RGE. 75

RGE. 37.5

RGE. 0

S T

M A

T C

H L

E S

H E

E T C

-0 S

T A

PLUS 1-FOOT ALLOWABLE OVERDEPTH

6-FOOT REQUIRED DEPTH (BASE)

C-01100' 200'0

H C

M D

.d g n

S T

A E

C T

O S

T A E

D R

E D

G P

L A

0 Y

0X=

DBN-12 (07/18)LT-10 (07/18) 2,348,860 153,357

DBN-11 (07/18) 2,348,739 153,386

"L T -1

"D B

N -1

AIDS TO NAVIGATION

PLANE COORDINATES

AIDS TO NAVIGATION

NOT TO SCALE

KEY PLAN

C-01

C-02

C-03

C-04

HORSESHOE COVE

CB-HCM95-6

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

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

/4 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Horseshoe Cove\MD FY18 Construction\080 - Plans\05 Civil\C-01

W E

P -1

-B -0

M M

M Y

S I

N /A

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

H O

R S

E S

H O

E C

O V

E M

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

15.

05.

9 4.

74.

44.

24.

14.

04.

53.

33.

23.

03.

7 2.

02.

9 1.

RGE. 75

RGE. 37.5

RGE. 0

S T

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

H L

E S

H E

E T C

-0 S

T A

RGE. 75

RGE. 37.5

RGE. 0

SPOIL ISLAND NO.4

ENTRANCE CHANNEL

PLUS 1-FOOT ALLOWABLE OVERDEPTH

6-FOOT REQUIRED DEPTH (BASE)

100' 200'0 C-02

S T

A E

C T

O S

T A E

D R

E D

G P

L A

H C

M D

.d g n

0 X=

0 Y

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

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

/4 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Horseshoe Cove\MD FY18 Construction\080 - Plans\05 Civil\C-02

W E

P -1

-B -0

M M

M Y

S I

N /A

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

H O

R S

E S

H O

E C

O V

E M

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

KEY PLAN

C-01

C-02

C-03

C-04

HORSESHOE COVE

CB-HCM95-5

DBN-12 (07/18)

DBN-13 (07/18)

155,668

155,675

2,350,215

2,350,092

DBN-13A (07/18) 2,350,691 156,603

"D B

N -1

"D B

N -1

"D B

N -1

AIDS TO NAVIGATION

PLANE COORDINATES

AIDS TO NAVIGATION

65.

84.

74.

34.

3 4.

0 3.

6 3.

53.

23.

03.

9 2.

52.

12.

6 1.

01.

80.

60.

5 0.

20.

$0 .8 1.

$1 .2

RGE. 75

RGE. 37.5

RGE. 0

M A

T C

H L

E S

H E

E T C

-0 S

T A

T C

H L

E S

H E

E T C

-0 S

T A

S T

SPOIL ISLAND NO.4

SPOIL ISLAND NO.2

SPOIL ISLAND NO.5

H C

M D

.d g n

RGE. 75

RGE. 37.5

RGE. 0

ENTRANCE CHANNEL

PLUS 1-FOOT ALLOWABLE OVERDEPTH

6-FOOT REQUIRED DEPTH (BASE)

100' 200'0

D R

E D

G P

L A

S T

A E

C T

O S

T A E

C-03

1.7 1.7

SPOIL ISLAND NO.3

0 X=

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

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

/4 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Horseshoe Cove\MD FY18 Construction\080 - Plans\05 Civil\C-03

W E

P -1

-B -0

M M

M Y

S I

N /A

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

H O

R S

E S

H O

E C

O V

E M

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

KEY PLAN

C-01

C-02

C-03

C-04

HORSESHOE COVE

CB-HCM95-3

CB-HCM95-4

DBN-14 (07/18)

DBN-15 (07/18)

158,008

158,069

2,351,626

2,351,521

"D B

N -1

"D B

N -1

AIDS TO NAVIGATION

X Y

PLANE COORDINATES

C-05

1 4.

23.

82.

72.

81.

71.

61.

51.

01.

90.

7 0.

$0 .3

$0 .4

RGE. 75

RGE. 37.5

RGE. 0

M A

T C

H L

E S

H E

E T C

-0 S

T A

S T

H C

M D

.d g n

SPOIL ISLAND NO.6

SPOIL ISLAND NO.7

SPOIL ISLAND NO.2

SPOIL ISLAND NO.1

APPROXIMATE SHORELINE

S T

A .6

ENTRANCE CHANNEL

S T

PLUS 1-FOOT ALLOWABLE OVERDEPTH

6-FOOT REQUIRED DEPTH (BASE)

PLUS 1-FOOT ALLOWABLE OVERDEPTH

6-FOOT REQUIRED DEPTH (OPTION A)

TURNING BASIN

S T

SPOIL ISLAND

100' 200'0

D R

E D

G P

L A

S T

A E

C T

O S

T A .6 T

C-04

0 X=

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

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

/4 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Horseshoe Cove\MD FY18 Construction\080 - Plans\05 Civil\C-04

W E

P -1

-B -0

M M

M Y

S I

N /A

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

H O

R S

E S

H O

E C

O V

E M

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

CB-HCM95-1

CB-HCM95-2

NOT TO SCALE

KEY PLAN

C-01

C-02

C-03

C-04

HORSESHOE COVE

2,353,0019

DBN-17 (07/18) 2,352,924

DBN-18 (07/18) 2,353,292

DBN-19 (07/18) 2,352,898

DBN-21 (07/18) 2,352,757

DBN-23 (07/18)

LT-16A (07/18) 160,358

160,396

160,730

160,762

160,861

2,352,401 160,835

DBN-16 (07/18) 2,352,318 159,199

"D B

N -1

"L T -1

"D B

N -1

"D B

N -1

"D B

N -1

"D B

N -2

"D B

N -2

AIDS TO NAVIGATION

PLANE COORDINATES

C-05

B d

H C

M D

C-05

C R

O S

S S

E C

N S

E L

E V

A T

N I

N F

E E

L L

100200

E L

E V

A T

N I

N F

E E

L L

6' REQUIRED DEPTH

1' ALLOWABLE OVERDEPTH

EXISTING BOTTOM

R A

N G

R A

N G

R A

N G

0 -100 -200

E L

E V

A T

N I

N F

E E

L L

0 -100 -200100200300400500

E L

E V

A T

N I

N F

E E

L L

R A

N G

R A

N G

E V

A R

R A

N G

E V

A R

6' REQUIRED DEPTH

1' ALLOWABLE OVERDEPTH

EXISTING BOTTOM

C-04

C-03

CROSS SECTION AT CUT-1 STA. 140+00

CROSS SECTION AT CUT-1 STA. 186+00

TURNING BASIN

10' 20'0 50' 100'0

VERTICAL: HORIZONTAL:

10' 20'0 50' 100'0

VERTICAL: HORIZONTAL:

PROJECT

CHANNEL

AREA TO BE

DREDGED

AREA TO BE

DREDGED

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

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

/4 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Horseshoe Cove\MD FY18 Construction\080 - Plans\05 Civil\C-05

W E

P -1

-B -0

M M

M Y

S I

N /A

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

H O

R S

E S

H O

E C

O V

E M

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

200' 400'0 C-06

E L

E R

O U

T E

-H

C M

D -C

N .d g n

Y= 161000

Y= 162000

Y= 163000

Y= 164000

Y= 161000

Y= 162000

Y= 163000

Y= 164000

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

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

/4 /2

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Horseshoe Cove\MD FY18 Construction\080 - Plans\05 Civil\C-06

W E

P -1

-B -0

M M

M Y

S I

N /A

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

H O

R S

E S

H O

E C

O V

E M

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

CREST OF DIKE

D I X I E C O U N T Y

T O W N O F H OR S E S H O E B E A C H

NOTES:

100 FT (SEE NOTE 2)

APPROXIMATE SHORELINE

PIPELINE ACCESS ROUTE

UPLAND DISPOSAL AREA

APPROXIMATE PIPELINE ACCESS ROUTE

AND TURNING BASIN

HORSESHOE COVE CHANNEL

ACCESS CANAL

(SEE NOTE 4)

WEIR

APPROXIMATE RAMP LOCATIONS

"COR."

BY THE CONTRACTING OFFICERS REPRESENTATIVE

SHOWN TO THE CONTRACTOR, IN THE FIELD,

4. EXACT LOCATION OF THE PIPELINE ROUTE WILL BE

TRAFFIC.

SUCH A MANNER AS NOT TO INTERFERE WITH BOAT

ROUTE SHOWN, INCLUDING THE ACCESS CANAL SHOWN IN

3. PIPELINE SHALL BE LOCATED WITHIN THE APPROVED

BE UTILIZED TO AVOID SEAGRASS IMPACTS.

SHORELINE AND THE PIPELINE INSTALLATION MAY

A SHORTER STAND-OFF DISTANCE BETWEEN THE

PRESENT ALONG THE PROPOSED PIPELINE ROUTE

ARE PRESENT. IF THERE ARE SEAGRASSES

FEET FROM THE SHORELINE UNLESS SEAGRASSES

2. THE PIPELINE SHALL BE PLACED AT LEAST 100

DATED 2003.

AND CANALS TAKEN FROM USGS AERIAL PHOTOGRAPH

LOCATION OF HORSESHOE BEACH SHORELINE, ROADS,

1. PLANIMETRIC MAP REPRESENTS THE APPROXIMATE

1ST AVE E

M A

R O

U T

ACCESS ROUTE

OVERLAND PIPELINE

APPROXIMATE

(SEE NOTE 4)

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

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

E N

A M

D R

A W

G D

A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Horseshoe Cove\MD FY18 Construction\010 - Plans\02 Civil\C-07

W E

P -1

-B -0

M M

M Y

S I

N /A

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

H O

R S

E S

H O

E C

O V

E M

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

CREST OF DIKE

=6.4ft.

Weir Outfall Invert of 36"

=10.5ft.

26" CMP's Inverts of 3

UPLAND DISPOSAL AREA

SURVEY CONTROL

HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL POSITION; DO NOT USE FOR

VERTICAL CONTROL / TIDE CALIBRATION POINT

HORIZONTAL AND VERTICAL CONTROL POINT

HCBH-11

HCBH-10

HCBH-09

2,357,076.64

2,356,573.24

2,356,002.01

163,981.23

164,554.03

163,615.90

DESIGNATION PID NORTHING EASTING NAVD88

16.18

16.26

16.33

HCBH-11

HCBH-09

HCBH-10

DISPOSAL AREA SURVEY NOTES:

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

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

9. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

8. REFER TO FIELD BOOK NO. 00-AIWW-F-J-8.

7. SURVEY WAS PERFORMED ON FEBRUARY 21, 2000 TO FEBRUARY 25, 2000.

6. SURVEY WAS PERFORMED USING TOPCON GTS 3-D AND ZEISS LEVEL.

5. ALL AZIMUTHS ARE GRID; RECKONED CLOCKWISE FROM (0) SOUTH.

NORTH AMERICAN DATUM OF 1983 (NAD83).

PROJECTION FOR THE NORTH ZONE OF FLORIDA AND REFERENCED TO

4. PLANE COORDINATES ARE BASED ON THE LAMBERT CONFORMAL CONIC

BY A (-) SIGN.

3. ALL ELEVATIONS ARE ABOVE THE REFERENCE PLANE UNLESS PRECEDED

ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO NAVD88.2.

1. REFER TO SURVEY NO. 00-001.

.1 2 .1

+0.5

+0.6

+1.1

+1 .6

+1.9

+2.0

+2.1

+2.2 +2.2

+2.2

+2.5

+2.7

+2 .8

+2.8

+2.9

+3.0

+3.1

+3.2

+3.3

+3.4 +3.4

+3.5

+3.6

+3.7

+3.8

+3.9 +3.9

+3.9

+4.0

+4.0 +4.0

+4.0

+4.0 +4.0

+4.0

+4.1

+4.2

+4.3

+4.5

+4.6

+4.7

+4.8

+4.9

+5.0

+5.1

+5.2

+5.3

+5.4

+5.4 +5.4

+5.5

+5.6

+5.7

+5.8

+5.9

+6.0

+6.1

+6.1 +6.1

+6.1

+6.2

+6.3

+6.4

+6.5

+6.7

+6.8

+6.9

+7.0

+7.2

+7.3

+7.4 +

+7.6

+7.8

+8.0

+8.1

+8.2

+8.3

+8.4 +8.4

+8.5

+9.0

+9.2

+9.4

+9.6

+9.7 +9.7

+9.9

+10.0

+10.3

+10.5

+10.8

+11.0

+11.1

+11.2

+11.5

+11.7

+11.8

+12.1

+12.2

+12.4

+12.5

+12.6

2.6

+12.6

+12.8

+13.0

+13.1

+13.2

+13.4 +13.4

+13.7

+13.9

+14.3

+14.7

+15.6

+15.7

+15.7 +15.7

+15.7

.8 +15.8

+15.8

+15.9

+16.0

+16.0 +16.0

+16.0

+16.1

+16.1 +16.1

+16.2

+16.2 +16.2

+16.2

+16.3

+16.4 +16.4 +16.4

+16.4

+16.5

+16.6

+16.6 +16.6

+16.6

+16.7

+16.8

+16.9

+17.5

100' 200'0 C-07

U P

L A

N D D

P O

S A

L A

R E

PIPELINE ACCESS AREA

Y= 163500

Y= 164000

Y= 164500

Y= 165000

Y= 163500

Y= 164000

Y= 164500

Y= 165000

-H

C M

D -C

N .d g n

(SEE NOTE 4)

ACCESS ROUTE

OVERLAND PIPELINE

APPROXIMATE

G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C-06

C-07

Horseshoecove.pdf

C-07

poop.pdf

G-03

File details come from the government source that posted it.