B.08.02 Horseshoe Cove MD FY21_RTA Plans.pdf

PDF 6 MB Posted Sep 30, 2020

Attached to: HORSESHOE COVE, MAINTENANCE DREDGING, 6-FOOT PROJECT, ENTRANCE CHANNEL AND TURNING BASIN, DIXIE COUNTY, FLORIDA
Solicitation number: GROUP2-18-R-J008
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

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B.08.03 Horseshoe Cove-Revision 0001.pdf	PDF	Oct 22, 2020
B.08.02 Solicitation, Horseshoe Cove (GROUP2-18-R-J008).pdf	PDF	Sep 30, 2020

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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

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MAINTENANCE DREDGING

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

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

PIPELINE ROUTE

of Engineers

US Army Corps

SOLICITATION NO.:

-H

C M

D F

Y -G

I0 .D

G N

GROUP2-18-R-J008

DREDGING PLAN - STA. 100+00 EC TO STA. 111+50 EC

FULL SECTIONTERMS AND ABBREVIATIONS

REFERENCE SYMBOL KEY

REDUCED TO FIT

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

GENERAL NOTES

DISCIPLINE DESIGNATOR

C-12

DRAWING WHERE SHOWN

SHEET GRID - ROW AND COLUMN

VIEWING PLANE

OBJECT REFERENCED

DRAWING SYMBOLOGY AND GENERAL NOTES

LEGEND - GEOTECHNICAL BORINGS

CB-JH99-22 IDENTIFIER

CORE BORING

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

PROJECT CHANNEL

DREDGING AREAS

ELEVATION AND LOCATION

CHANNEL LIMITS

CHANNEL PI POINTS

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

G-02

N E

B R

E V

N S A

N D S

Y M

B O

L S

SURVEY NOTES

OVERLAND PIPELINE ACCESS ROUTE

C - CIVIL

G - GENERAL

EXISTING GROUND

DRAWING AREA PLAN

LEGEND - NAVIGATION

MATERIAL SYMBOL KEY

-H

C M

D F

Y -G

I0 .d g n

DISPOSAL AREA

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.

19-20 MAY 2020 ENT CH & TB, STA 181+00-190+73.6 SB-36

DATE OF SURVEY LOCATION 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. 20-204.

LEGEND - NAVIGATION

450+00

USCG

USACE

TYP

TOS

TOL

TOB

STA

SSLE

RGE

RFI

N.T.S.

NOAA

NAVD88

NAD83

MLW

MLLW

MHW

INV

FDOT

FDEP

EOB

ECL

DWG

CBL

BLVD

APPROX

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

NOT TO SCALE

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

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

DMMA 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 THE 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

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

1. REFER TO SURVEY NO. 00-001.

SHOWN ON THIS SHEET.

SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS

APPLICABLE. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS

PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT

6. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD SYMBOLS AND ARE

MEASUREMENTS (AERIAL IMAGERY DATED MONTH YEAR).

DRAWINGS IS FOR GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR

CONSTRUCTION OF THIS PROJECT. THE AERIAL IMAGERY SHOWN ON THESE

SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT THE PERFORMANCE OF

SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL

DRAWINGS ARE FOR INFORMATION ONLY AND WERE NOT PHYSICALLY LOCATED BY

5. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES DEPICTED ON THESE

DISTANCE ALONG THE CHANNEL CENTERLINE.

UNITS OF U.S. SURVEY FEET. UNLESS OTHERWISE INDICATED, ALL STATIONS REFER TO

4. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND ELEVATIONS ARE IN THE

ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED THE PLUS SYMBOL

STATIONS, OR BENCHMARKS TO BE EMPLOYED TO CONDUCT, OR REPRODUCE, A SURVEY.

FOR THE APPLICABLE PROJECT KTD FILE NAME AND TIDAL CALIBRATION/VERIFICATION

USED FOR AN ENTIRE PROJECT. REFER TO SURVEY NOTES ACCOMPANYING THESE PLANS

EXTENTS OF A PROJECT; A SINGLE VALUE FROM A PUBLISHED TIDE GAUGE IS NOT TO BE

MLLW AND THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) VARIES ALONG THE

PROGRAM AND PUBLISHED NOAA TIDE GAUGE INFORMATION. THE RELATIONSHIP BETWEEN

OPERATIONS VIA A KINEMATIC TIDAL DATUM (KTD) MODEL, BASED ON NOAA’S VDATUM

LOW WATER (MLLW) TIDAL DATUM, 1983-2001 EPOCH. MLLW IS REALIZED DURING SURVEY

3. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED TO THE MEAN LOWER

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

PLANE COORDINATE SYSTEM OF 1983, FLORIDA NORTH ZONE (0903), AND ARE REFERENCED

2. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE SHOWN IN THE STATE

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

OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS

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

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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 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

872 7648 H

HCBH-5

SHELTON AZ MK

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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

-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

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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 BEACH

MAINTENANCE DREDGING

Y= 160000

Y= 155000

Y= 160000

Y= 155000

UPLAND DISPOSAL AREA

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

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

SHEET NOTES:

47,000

69,000

74,000

32,000

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:

22,000 10,000

37,000

PROJECT OVERVIEW

106,000

STA 100+00

STA 190+73.6

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

CHANNEL CONTROL DATA

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:

HORSESHOE COVE FRAMEWORK REPORT

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

AS TABULATED WITHIN THESE PLANS.

SITE-CALIBRATED TO) THE PPCPs WITHIN THE SURVEY REPORT, SURVEY NOTES AND

NETWORK (RTN) GPS OBSERVATIONS, AND BE REFERENCED TO (AND/OR

REAL-TIME KINEMATIC GLOBAL POSITIONING SYSTEM (RTK-GPS) OR REAL-TIME

WATER SURFACE ELEVATION MEASUREMENTS MUST BE PERFORMED UTILIZING

:HORIZONTAL POSITIONING AND CONSTRUCTION SURVEY POSITIONING CRITERIA

THE DESIGN SURVEY(S).

FURNISHED HEREIN MUST USE THE SURVEY CONTROL AS TABULATED, ACCOMPANYING

REACH/CUT/ETC. OF THIS PROJECT. ANY ATTEMPT TO REPLICATE THE SURVEY

VERTICAL SURVEY CONTROL MARKS WERE USED TO SURVEY A PARTICULAR

CONSTRUCTION PLANS. THESE SURVEY NOTES DETAIL WHICH HORIZONTAL AND

PPCPs ARE LISTED IN THE ACCOMPANYING SURVEY NOTES AND TABULATED ON THE

PRIMARY PROJECT CONTROL POINTS (PPCP) AND KTD TIDAL CALIBRATION SITES:

SURVEY NOTES FOR “KTD” FILE NAME.

NOTES ACCOMPANYING EACH SURVEY FROM THE JACKSONVILLE DISTRICT. REFER TO

SHALL OBTAIN THE KINEMATIC TIDE DATUM MODEL (KTD FILE), REFERENCED IN THE

CONSIDERED EQUIVALENT. ANY THIRD PARTY ATTEMPT TO DUPLICATE THIS SURVEY

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

THE PUBLISHED TIDE GAUGE DATUM VALUES AT THOSE PUBLISHED SITES. AS A

EITHER OMISSIONS IN THE ORIGINAL VDATUM COVERAGE, OR DISAGREEMENTS WITH

ALONE PRODUCT FOR THE navd88-mllw CALCULATION. THESE EDITS ARE A RESULT OF

ADDITIONS DIFFERING FROM THE VDATUM MODEL IF IT WERE to be USED AS A STAND

ONGOING REFINEMENTS IN THE VDATUM MODEL, THE KTD FILE MAY CONTAIN EDITS OR

GRID FILE (KTD) ALLOWING FOR REAL TIME VERTICAL DATUM CORRECTIONS. DUE TO

OF 06 MARCH 2018. THIS MODEL WAS USED TO CONSTRUCT A KINEMATIC TIDAL DATUM

FROM THE NOAA VDATUM HYDRODYNAMIC TIDAL MODEL VERSION 3.8, RELEASE DATE

THE NAVD88-MLLW RELATIONSHIP FOR THE EXTENTS OF THE PROJECT IS DERIVED

TIDAL MODEL:

(NAVD88).

HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOAA). ORTHOMETRIC

(MLLW), OF THE 1983-2001 NATIONAL TIDAL DATUM EPOCH, AS PUBLISHED BY THE

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

:VERTICAL REFERENCE SYSTEM

CHANNEL FRAMEWORK DESIGN FILE FOR THIS PROJECT.

CONFORM TO THE AUTHORIZED PROJECT DIMENSIONS, AS SHOWN IN THE MASTER

EACH CHANNEL REACH. UNLESS OTHERWISE INDICATED, CHANNEL WIDTHS AND LIMITS

OFFSET COORDINATES ARE RELATIVE TO THE INDICATED CHANNEL BASELINE FOR

MEASUREMENT UNITS ARE THE U.S. SURVEY FOOT. CHANNEL STATIONING AND

FLORIDA STATE PLANE COORDINATE SYSTEM (SPCS)NORTH ZONE (0903).

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 FRAME FOR THIS PROJECT IS THE NORTH AMERICAN

:HORIZONTAL REFERENCE SYSTEM

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

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A T

E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Horseshoe Cove\MD FY21\080 - Plans\01 General\G-04

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

A S

M A

R P

T O

R E

L Y

M A

N O

V E

M B

E R

G R

O U

P -1

-R -J

ENTRANCE CHANNEL

RGE. 75

RGE. 37.5

RGE. 0

S T

PLUS 1-FOOT ALLOWABLE OVERDEPTH

6-FOOT REQUIRED DEPTH (BASE)

C-01100' 200'0

D R

E D

G P

L A

0 Y

0X=

H C

M D

C .d g n

DREDGING PLAN

S T

A E

C T

O S

T A E

M A

T C

H L

E S

H E

E T C

-0 S

T A

LT-10 (11/19) 2,348,860 153,357

DBN-11 (11/19) 2,348,739 153,386

"L T -1

"D B

N -1

AIDS TO NAVIGATION

PLANE COORDINATES

NOT TO SCALE

KEY PLAN

C-01

C-02

C-03

C-04

HORSESHOE COVE

CB-HCM95-6

7.1

6.6

6.5

6.4

6.3

6.2 6.2

6.2

6.1

6.1 6.1

6.0

5.9

5.8

5.8 5.8

5.8

5.8 5.8

5.8

5.8 5.8

5.8

5.8 5.8

5.8

5.7 5.7

5.7

5.7 5.7

5.7

5.7 5.7

5.7

5.7 5.7

5.6

5.6 5.6

5.6

5.6 5.6

5.6

5.5 5.5 5.5

5.5 5.5

5.5

5.5 5.5

5.5

5.4

5.4 5.4

5.4

5.4 5.4

5.4

5.3

5.3 5.3

5.3

5.3 5.3

5.3

5.3 5.3

5.2

5.2 5.2

5.2

5.2 5.2

5.2

5.2 5.2

5.1

5.1 5.1

5.1

5.1 5.1

5.1

5.1 5.1

5.1

5.0 5.0 5.0

5.0 5.0

5.0

5.0 5.0

5.0

4.9

4.9 4.9

4.9

4.8

4.8 4.8

4.8

4.8 4.8

4.7 4.7

4.7

4.7 4.7

4.7

4.74.7

4.7

4.6 4.6

4.6

4.6 4.6

4.6

4.5

4.5 4.5

4.5

4.4 4.4 4.4

4.4

4.3 4.3

4.3

4.3 4.3

4.2

4.2 4.2

4.2

4.1

4.1 4.1

4.1

4.1 4.1

4.0

4.0 4.0 4.0

4.0

3.9

3.9 3.9

3.9

3.9 3.9

3.8 3.8 3.8

3.8

3.8 3.8

3.8

3.7

3.6 3.6

3.6

3.6 3.6

3.6

3.5

3.5 3.5

3.5

3.4

3.4 3.4 3.4 3.4

3.4

3.3

3.2

3.1

3.1 3.0

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

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 FY21\080 - Plans\05 Civil\C-01

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

A S

M A

R P

T O

R E

L Y

M A

N O

V E

M B

E R

G R

O U

P -1

-R -J

6.7

6.7 6.6

6.5

6.5 6.4

6.2

6.1

6.1 6.1

6.0

6.0 6.0

5.9

5.8 5.8

5.8

5.7

5.7 5.7

5.7

5.75.6

5.6

5.5

5.4 5.4

5.4

5.3

5.2 5.2

5.2

5.2 5.2 5.2

5.2

5.2 5.2

5.2

5.1

5.15.1 5.1

5.1

5.0

5.0 5.0

5.0

5.0 5.0

5.0

4.9

4.9 4.9

4.9

4.9 4.9

4.8

4.8 4.8 4.8

4.8

4.8 4.8

4.8

4.7

4.7 4.7

4.7

4.7 4.7

4.7

4.7 4.7

4.6

4.6 4.6

4.6

4.6 4.6

4.6

4.6 4.6

4.6

4.5

4.5 4.5

4.5

4.5 4.5

4.4

4.4 4.4

4.4

4.4 4.4

4.4

4.4 4.4

4.4

4.4 4.4 4.4

4.4

4.3

4.3 4.3

4.3

4.3 4.3

4.3 4.3 4.3

4.3

4.3 4.3

4.3

4.2

4.2 4.2

4.2

4.24.2 4.2

4.2

4.1

4.1 4.1

4.1

4.1 4.1

4.1

4.1 4.1

4.1

4.0

4.0 4.0

4.04.0

4.0

4.0 4.0

4.0

4.0 4.0 4.0

4.0 4.0

4.0

4.0 4.0

4.0

3.9

3.9 3.9

3.9

3.9 3.9

3.9

3.9 3.9

3.9

3.9 3.9

3.9

3.9 3.9

3.9

3.8

3.8 3.8

3.8

3.8 3.8

3.8 3.83.8

3.8

3.8 3.8

3.8

3.7

3.7 3.7 3.7

3.7

3.7 3.7

3.7

3.7 3.7

3.7

3.7 3.7

3.7

3.6

3.6 3.6 3.6

3.6

3.6 3.6

3.6 3.6 3.6

3.6

3.5

3.5 3.53.5

3.5

3.5 3.5

3.5

3.5 3.5

3.5

3.5 3.5

3.5

3.5 3.5

3.5

3.5 3.5

3.5

3.5 3.5

3.5

3.5 3.5

3.5

3.5 3.5

3.5

3.5 3.5

3.5

3.5 3.5

3.5

3.4 3.4

3.4

3.4 3.4

3.4

3.4 3.4

3.4

3.4 3.4

3.4

3.4 3.4

3.4

3.3

3.3 3.3

3.3

3.3 3.3

3.3

3.2

3.2 3.2

3.2

3.2 3.2

3.1

3.1 3.1

3.1

3.1 3.1

3.1

3.1 3.1 3.1

3.1

3.1 3.1

3.1

3.1 3.1

3.1

3.1 3.1

3.1

3.0

3.0 3.0

3.0

3.0 3.0

3.0

3.0 3.0

3.0

2.9

2.9 2.9

2.9

2.8

2.8 2.8

2.8

2.7

2.7 2.7 2.7

2.7

2.7 2.7

2.7

2.7 2.7

2.7

2.6

2.6 2.6

2.6

2.6 2.6

2.6

2.6 2.6

2.6

2.6 2.6

2.6

2.5

2.5 2.5

2.5

2.5 2.5 2.5

2.5

2.5 2.5

2.5

2.5 2.5

2.5

2.5 2.5

2.5

2.5 2.5

2.5

2.4 2.4

2.4

2.4 2.4

2.4

2.3

2.3 2.3

2.3

2.2

2.2 2.2

2.2

2.1 2.1 2.1

2.1

2.0

2.0 2.0 2.0 2.0

2.0

1.9 1.9

1.9

1.9 1.8 1.8

RGE. 75

RGE. 37.5

RGE. 0

S T

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

0 X=

0 Y

H C

M D

F Y

C .d g n

M A

R E

L Y

M A

R P

T O

J A

DREDGING PLAN

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

NOT TO SCALE

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

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

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 FY21\080 - Plans\05 Civil\C-02

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

A S

M A

R P

T O

R E

L Y

M A

N O

V E

M B

E R

G R

O U

P -1

-R -J

6.8

6.8 6.76.6

6.6 6.6

6.5 6.5

6.5

6.4

6.4 6.4

6.4

6.3 6.3

6.3

6.3 6.3

6.2 6.2

6.2

6.2 6.2

6.2

6.1

6.1 6.1

6.1

6.1 6.1 6.1

6.0

6.0 6.0 6.0

6.0

6.0 5.9

5.9

5.9 5.9

5.9

5.8

5.8 5.8

5.8

5.7

5.7 5.7

5.7

5.7 5.7

5.6

5.6 5.6 5.6 5.6 5.6

5.6

5.6 5.6

5.6 5.6 5.6

5.5

5.5 5.5 5.5

5.5

5.4

5.4 5.4

5.4

5.45.3

5.3

5.3 5.3

5.3

5.3 5.3

5.3

5.3 5.3

5.3 5.2

5.2 5.2 5.2

5.2

5.1

5.1 5.1

5.1

5.0

5.0 5.0

4.9

4.9 4.9

4.9

4.8 4.8

4.8

4.8 4.8

4.8

4.7

4.6 4.6

4.6 4.64.5

4.5

4.4 4.4

4.4

4.4 4.4

4.3

4.1

4.1 4.1

4.1 4.14.0 4.0 4.0 3.9

3.9

3.93.8

3.8 3.8

3.7

3.6

3.5

3.5 3.5

3.5

3.4

3.3

3.3 3.3

3.3

3.2

3.2 3.2

3.2

3.23.1 3.1 3.1

3.1

3.0 3.0

3.0

2.9

2.9 2.9

2.8

2.7 2.7

2.7

2.7 2.7

2.7

2.6

2.6 2.6 2.6

2.6

2.6 2.6

2.6

2.5

2.5 2.5

2.5

2.4

2.4 2.4

2.4

2.3

2.2 2.2

2.2

2.2 2.2

2.1

2.1 2.1

2.1

2.0

2.0 2.0 2.0

2.0

2.0 2.0

2.0

1.9

1.9 1.9

1.9

1.9 1.9

1.9

1.9 1.9

1.9

1.8 1.8

1.8

1.8 1.8

1.8

1.8 1.8

1.8

1.8 1.8

1.7 1.7

1.7

1.7 1.7

1.7

1.6

1.6 1.6

1.6

1.6 1.6

1.5

1.5 1.51.4 1.4

1.4

1.3

1.1

1.11.0

1.0

0.9 0.9

0.90.7

0.7 0.7 0.7

0.7

0.70.6 0.6

0.6

0.4 +0.3 +0.5

+1.1

RGE. 75

RGE. 37.5

RGE. 0

S T

SPOIL ISLAND NO.4

SPOIL ISLAND NO.2

SPOIL ISLAND NO.5

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=

H C

M D

F Y

C .d g n

DREDGING PLAN

J A

DBN-14 (11/19)

DBN-15 (11/19)

158,011

158,059

2,351,625

2,351,541

AIDS TO NAVIGATION

X Y

PLANE COORDINATES

M A

T C

H L

E S

H E

E T C

-0 S

T A

M A

T C

H L

E S

H E

E T C

-0 S

T A

NOT TO SCALE

KEY PLAN

C-01

C-02

C-03

C-04

HORSESHOE COVE

CB-HCM95-3

CB-HCM95-4

DBN-15 (11/19)

"D B

N -1

"D B

N -1

AIDS TO NAVIGATION

PLANE COORDINATES

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

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 FY21\080 - Plans\05 Civil\C-03

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

A S

M A

R P

T O

R E

L Y

M A

N O

V E

M B

E R

G R

O U

P -1

-R -J

C-05

6.4 6.4

6.4

6.3 6.3

6.3

6.2 6.2

6.2

6.1 6.1

6.1

6.0

6.0 6.0

6.0

6.0 6.0

6.0

5.9

5.9 5.9

5.9

5.8

5.8 5.8

5.7

5.7 5.7

5.7

5.6

5.6 5.6

5.6

5.6 5.6

5.6

5.5 5.5

5.5

5.5 5.5

5.5

5.4

5.4 5.4

5.4

5.4 5.4

5.4

5.45.4

5.4

5.3 5.3

5.3

5.3 5.3

5.3

5.3 5.3 5.3

5.3 5.3

5.3

5.3 5.3

5.3

5.2 5.2

5.2

5.2 5.2

5.2

5.1

5.1 5.1

5.1

5.1 5.0

5.0 5.0

5.0

4.9

4.8

4.8 4.8

4.8

4.7

4.6

4.5

4.5 4.5

4.5

4.4 4.4

4.4

4.4 4.4

4.4

4.4 4.4

4.4

4.3 4.3

4.3

4.2

4.2 4.2

4.2

4.1

4.1 4.1 4.1

4.1

4.1 4.1

4.1

4.0

4.0 4.0

4.0

4.0 4.0

4.0

4.0 4.0

4.0

3.9

3.9 3.9

3.9

3.9 3.9

3.9

3.9 3.9

3.9

3.8 3.8 3.8

3.8

3.7

3.7 3.7

3.7

3.7 3.7 3.7

3.7 3.7

3.6

3.6 3.6

3.6

3.5 3.5

3.5

3.5 3.5

3.5 3.5 3.5

3.5

3.4

3.4 3.4

3.4

3.3

3.3 3.3

3.3

3.2

3.1

3.1 3.1

3.0 3.0

3.0

2.9

2.9 2.9

2.9

2.8 2.8

2.8

2.72.7

2.7 2.7

2.6 2.6

2.6

2.6 2.6

2.6

2.5 2.5

2.5

2.5 2.5 2.5

2.5

2.4

2.4 2.4

2.4

2.3 2.3

2.3

2.3 2.3

2.3

2.2

2.2 2.2

2.2

2.2 2.2

2.2

2.1

2.1 2.1

2.1

2.1 2.1

2.1

2.1 2.1

2.0

2.0 2.0

2.0

2.0 2.0

2.0

1.9

1.9 1.9

1.9

1.9 1.9

1.9

1.8

1.8 1.8

1.8

1.8 1.8

1.8

1.81.8 1.8

1.8

1.7

1.7 1.7

1.7

1.7 1.7

1.7

1.7 1.7

1.7

1.7 1.7

1.7

1.6

1.6 1.6

1.6

1.6 1.6

1.6

1.6 1.6

1.6

1.5 1.5

1.5

1.5 1.5

1.5

1.5 1.5

1.5

1.5 1.5

1.5

1.5 1.5 1.5

1.5

1.4

1.4 1.4

1.4

1.4 1.4

1.4

1.4 1.4

1.4

1.4 1.4

1.4

1.4 1.4 1.4

1.4

1.4 1.4

1.4

1.3

1.3 1.3

1.3

1.3 1.3

1.3

1.3 1.3

1.3

1.31.3

1.3

1.2

1.2 1.2

1.2

1.1

1.1 1.1

1.1

1.1 1.1

1.1

1.0

1.0 1.0

1.0

1.0 1.0

1.0

1.01.0

1.0 1.0

1.0

0.9

0.9 0.9

0.9

0.9 0.9

0.9

0.90.9

0.9

0.90.8

0.8

0.8 0.8

0.8

0.80.8

0.80.80.8

0.8

0.80.8

0.8

0.8 0.8

0.7

0.7 0.7

0.7

0.6

0.4

+0.1

RGE. 75

RGE. 37.5

RGE. 0

S T

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)

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=

H C

M D

F Y

C .d g n

TURNING BASIN

DREDING PLAN

M A

T C

H L

E S

H E

E T C

-0 S

T A

CB-HCM95-1

CB-HCM95-2

NOT TO SCALE

KEY PLAN

C-01

C-02

C-03

C-04

HORSESHOE COVE

2,353,009

DBN-17 (11/19) 2,352,924

DBN-18 (11/19) 2,353,299

DBN-19 (11/19) 2,352,893

DBN-21 (11/19) 2,352,765

DBN-23 (11/19)

LT-16A (11/19) 160,342

160,396

160,714

160,769

160,844

2,352,389 160,823

DBN-16 (11/19) 2,352,322 159,202

"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

/2 pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Navigation Projects\Horseshoe Cove\MD FY21\080 - Plans\05 Civil\C-04

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

A S

M A

R P

T O

R E

L Y

M A

N O

V E

M B

E R

G R

O U

P -1

-R -J

C-05

C R

O S

S S

E C

N S

H C

M D

F Y

100' 200'0

CROSS SECTIONS

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

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 FY21\080 - Plans\05 Civil\C-05

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

A S

M A

R P

T O

R E

L Y

M A

N O

V E

M B

E R

G R

O U

P -1

-R -J

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

200' 400'0 100' 200'0

PIPELINE ROUTE

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)

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

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 FY21\080 - Plans\05 Civil\C-06

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

A S

M A

R P

T O

R E

L Y

M A

N O

V E

M B

E R

G R

O U

P -1

-R -J

CREST OF DIKE

UPLAND DISPOSAL AREA

INV. EL=10.5ft.

26-INCH DIA. PIPES

INV. EL=6.4ft.

OUTFALL

36-INCH DIA.

SURVEY CONTROL

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

USE FOR HORIZONTAL CONTROL.

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

N/A

.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

+1 6.

+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

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

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 FY21\080 - Plans\05 Civil\C-07

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

A S

M A

R P

T O

R E

L Y

M A

N O

V E

M B

E R

G R

O U

P -1

-R -J

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

UPLAND DISPOSAL AREA

G-01

G-02

G-03

G-04

C-01

C-02

C-03

C-04

C-05

C-06

C-07

File details come from the government source that posted it. Updated Sep 30, 2020.