20B0009_SPP_North_Reach_Segment_Brevard_County_PLANS_RTA.PDF

PDF 12 MB Posted Aug 5, 2020

Attached to: Z – Shore Protection Project (SPP) North Reach Segment, Beach Renourishments 2021, Brevard County, Florida
Solicitation number: W912EP20B0009
Issued by: Department of the Army Corps of Engineers Engineering District Jacksonville

About this file

Written by GovTribe AI · Dec 28, 2023

This federal contract opportunity solicitation is for dredging and beach renourishment services along the North Reach Segment of Brevard County, Florida. The solicitation will consist of a Base and Option A and Option B for dredging beach compatible sand from the Canaveral Shoals II borrow area located approximately 4.5 miles offshore of Cape Canaveral Air Force Station and transporting the excavated material to placement areas shown in the project plans. Incidental work includes beach tilling, turbidity monitoring, vibration control monitoring, bird monitoring, sea turtle trawler and sweeping, and endangered species monitoring. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Jacksonville with the number W912EP20B0009. Responses are due based on the standard FAR solicitation process and any contract awards will be made thereafter.

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Other files

File	Type	Posted
Abstract-W912EP20B0009 SPP North Reach Renourishment 2021 Brevard County FL 9-4-2020.pdf	PDF	Sep 4, 2020
Amendment 0003 SPP North Reach Segment Brevard 20B0009.pdf	PDF	Aug 31, 2020
Amendment 0002 SPP North Reach Segment Brevard 20B0009.pdf	PDF	Aug 27, 2020
Amendment 0001 SPP North Reach Segment Brevard 20B0009.pdf	PDF	Aug 19, 2020
20B0009 Volume 2 SPP_North_Reach_Segment_Brevard_County.pdf	PDF	Aug 4, 2020
20B0009 Volume 1 SPP North Reach Segment Brevard County.pdf	PDF	Aug 4, 2020
20B0009 GDR_RTA _SPP_North_Reach_Segment_Brevard_County_.pdf	PDF	Aug 4, 2020

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E pw:\\COE-SAJPWP02JAX.saj.ds.usace.army.mil:SAJPW\Documents\Shore Protection Projects\Brevard Co.--SPP\North Reach FY20\080 - Plans\InRoads 20-162 Beach\30_45-Foot Flat Berm-BCOES-Cert\080 - Plans\01 General\G-01

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T of Engineers

US Army Corps

SOLICITATION NO.:

SHEET INDEX

G-01

G-02

COVER AND SHEET INDEX

G-04

G-05

PROJECT OVERVIEW

C-01

C-02

C-03

C-04

C-05

CIVIL

C-06

C-07

C-08

G-06

SHEET TITLESHEET ID

C-09

C-10

C-11

C-12

C-13

C-14

C-15

C-16

C-17

C-18

C-19

C-20

C-21

G-07

G-01

N E

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

C O

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N D

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SURVEY CONTROL PLAN AND DATA

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

B R E V A R D C O U N T Y

G-03

G-08

CANAVERAL HARBOR

(CSII)

BORROW AREA

CANAVERAL SHOALS II 4

-B

C N

R -G

I0 c o v e r.

d g n

CONTROL DATA

PAYMENT AND ACCEPTANCE PROFILES

CANAVERAL SHOALS II BORROW AREA PLAN

BEACH FILL PROFILES R-54 TO R-54-A

TYPICAL BEACH FILL PROFILE

BEACH FILL PROFILES R-51 TO R-53-A

BEACH FILL PROFILES R-48 TO R-50-A

BEACH FILL PROFILES R-45 TO R-47-A

BEACH FILL PROFILES R-42 TO R-44-A

BEACH FILL PROFILES R-39 TO R-41-A

BEACH FILL PROFILES R-36 TO R-38-A

BEACH FILL PROFILES R-30 TO R-32-A

SHORE PROTECTION PROJECT (SPP)

BEACH RENOURISHMENT 2021

JACKSONVILLE DISTRICT

W912EP-20-B-0009

BEACH FILL PLAN STA. 266+00 TO STA. 291+00

BEACH FILL PLAN STA. 291+00 TO STA. 318+00

BEACH FILL PLAN STA. 318+00 TO STA. 344+00

BEACH FILL PLAN STA. 344+00 TO STA. 370+00

BEACH FILL PLAN STA. 370+00 TO STA. 396+00

BEACH FILL PLAN STA. 396+00 TO STA. 423+00

BEACH FILL PLAN STA. 423+00 TO STA. 449+00

BEACH FILL PLAN STA. 449+00 TO STA. 475+00

BEACH FILL PLAN STA. 475+00 TO STA. 502+00

BEACH FILL PLAN STA. 502+00 TO STA. 511+00

BEACH FILL PROFILES R-33 TO R-35-A

BREVARD COUNTY, FLORIDA

NORTH REACH SEGMENT,

ABBREVIATIONS, SYMBOLS, AND SURVEY NOTES

GENERAL

E R

PORT CANAVERAL

E R

B A

N A

COCOA BEACH

AFB

PATRICK

P L

A C

E M

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T A

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TERMS AND ABBREVIATIONS

INDENTITY SYMBOL KEY REFERENCE SYMBOL KEY

REDUCED TO FIT

DRAWING AREA TITLE

GENERAL NOTES

DISCIPLINE DESIGNATOR

DRAWING SYMBOLOGY AND GENERAL NOTES

4255-123 1 on 20

FILL SLOPE 1' VERTICAL TO 20' HORIZONTAL

FILL SLOPE INDICATOR SYMBOL

EROSION CONTROL POINT (ECL)

CONSTRUCTION BASELINE POINT (CBL)4255-124

CB-JH99-22 IDENTIFIER

CORE BORING 200'0 100'

PLAN

TITLE

NORTH INDICATOR

GRAPHIC SCALE

49.5 ELEVATION AND LOCATION

CONTROL MONUMENT

HORIZONTAL AND VERTICAL

IN DIRECTION OF ARROW

MONUMENT OFF SHEET

FILL PROFILE AREA

G-02

N E

REDUCED TO FIT

DRAWING AREA TITLE WITH ASYMMETRICAL SCALES

PROFILE

C-01

SHEET NO.

20'0 10'100' 200'0

VERTICAL SCALE

TITLE

-B

C N

R -G

I0 S y m b .d g n

C - CIVIL

G - GENERAL

BE CCAFS 27

STAGING / ACCESS AREA

SURVEY NOTES - CSII SURVEY NOTES - BEACH

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

CONSIDERED AS INDICATING THE GENERAL CONDITIONS AT THAT TIME.

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

10. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS

9. AIDS TO NAVIGATION WERE NOT LOCATED DURING THIS SURVEY.

BREVARD CO. BORROW AREA 22, 28-30 OCT 2019 SV JACKSONVILLE

BREVARD CO. BORROW AREA 04-05, 09 OCT 2019 SV FLORIDA II

CUT DATE OF SURVEY VESSEL

FREQUENCY.

SOUNDER OPERATING AT 28/200 KHZ. ALL SOUNDINGS SHOWN ARE IN HIGH

BEAM CHECK LINES WERE CONDUCTED USING A ROSS MODEL 835 SMART

BEAM ECHOSOUNDER OPERATING AT 240 KHZ (HIGH FREQUENCY). SINGLE-

8. VERTICAL MEASUREMENTS WERE MADE USING A R2SONIC 2024 & 2026 MULTI-

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

7. DEPTHS DEPICTED BY THIS SURVEY ARE REFERENCED TO THE NORTH

TIDE STAFF LOCATED FROM MONUMENT "JEFFORDS" (PID: BBCQ55)

REFERENCE BASE LOCATED AT "CANAVERAL LOCK ARP" (PID: BBCV67)

POSITIONING WITH THE FOLLOWING REFERENCE BASE LOCATION:

6. THIS SURVEY WAS PEROFRMED USING REAL-TIME KINEMATIC (RTK) GPS

NORTH AMERICAN DATUM OF 1983 (NAD83(2011)).

PROJECTION FOR THE EAST ZONE OF FLORIDA AND REFERENCED TO

5. PLANE COORDINATES ARE BASED ON THE TRANSVERSE MERCATOR

A (+) SIGN.

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

(RTK) GPS AND COMPARED DAILY TO THE PROJECT TIDE STAFF.

3. TIDAL REDUCTIONS WERE OBTAINED UTILIZING A REAL-TIME KINEMATIC

AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

2. ELEVATIONS ARE IN FEET AND TENTHS AND REFER TO THE NORTH

1. REFER TO SURVEY NO. 19-303.

R -4

WITH AZIMUTH BEARING

FDEP RANGE MONUMENT

LEGEND

450+00

USCG

USACE

TYP

TOS

TOL

TOB

STA

RGE

RFI

ODMDS

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

STATION

STREET

SQUARE FEET

RANGE

REQUEST FOR INFORMATION

ROAD

POINT OF INTERSECTION

OCEAN DREDGED MATERIAL DISPOSAL SITE

NOT TO SCALE

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION

NORTH AMERICAN VERTICAL DATUM OF 1998

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

DRAWING

COUNTY ROUTE

CENTERLINE

CONSTRUCTION BASELINE

BOULEVARD

APPROXIMATE

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HORIZONTAL SCALE

OVERLAPPED THE HYDROGRAPHIC SURVEY.

CONTROL POINTS FOR HORIZONTAL AND VERTICAL ACCURACY. THE UPLAND SURVEY

ALL CASES RTK/GPS MEASUREMENTS WERE VERIFIED DAILY AGAINST EXISTING

USING AN ODOM DIGI-BAR VELOCIMETER. DATA WAS COLLECTED WITH HYPACK 2019. IN

REFERENCED IN THE FIELD NOTES. SOUND VELOCITY PROFILES WERE CAPTURED

WAS COLLECTED DAILY AND RECORDED IN HYPACK LINE FILES. THE DATA FILES ARE

(WHEN POSSIBLE) AT A CONTROL POINT. CALIBRATION AND QUALITY ASSURANCE DATA

100M FATHOMETER. THE VERTICAL COMPONENT WAS VERIFIED ON LAND TWICE DAILY

WAS COMPLETED UTILIZING RTK/GPS, APPLANIX POS MV SURFMASTER, AND ODOM CV

THE UPLAND AND WADING PORTIONS OF THE PROJECT. THE HYDROGRAPHIC SURVEY

8. RTK/GPS TECHNIQUES WERE USED TO COLLECT DATA ALONG THE RANGE LINES FOR

(NAVD88), U.S. SURVEY FEET.

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

SURVEY FEET.

1983 (2011), FLORIDA STATE PLANE COORDINATE SYSTEM, FLORIDA EAST ZONE, U.S.

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

PROFILE LINE ORIGIN ALONG THE PUBLISHED AZIMUTH.

MONUMENT, WHEN CONDITIONS ALLOWED, AND EXTENDED 3000 FEET SEAWARD OF THE

R-141. IN GENERAL THE RANGE LINES WERE SURVEYED FROM 150 FEET WEST OF THE

5. THE SURVEY WAS LIMITED TO PROFILES OF RANGE MONUMENTS R-1T THROUGH

TO FURNISH DELIVERABLE FILES OF THE TOPOGRAPHIC & HYDROGRAPHIC DATA.

HYDROGRAPHIC SURVEY OF THE BREVARD COUNTY,SHORE PROTECTION PROJECT AND

4. THE PURPOSE OF THIS SURVEY WAS TO PERFORM A TOPOGRAPHIC AND

3. DATE OF FIELD SURVEY: 06/01/2020 THROUGH 07/10/2020.

2. LOCATION: BREVARD COUNTY, FLORIDA.

HYDROGRAPHIC MONITORING SURVEY.

1. REFER TO SURVEY NO. 20-162, BREVARD COUNTY, TOPOGRAPHIC AND

ACCESS AREA REQUIREMENTS.

TEMPORARY CONSTRUCTION FOR SPECIFICS FOR STAGING AND

OFFICER AT THE TIME OF CONSTRUCTION. SEE SECTION 01 50 02

AREAS SHOWN ARE SUBJECT TO CHANGE BY THE CONTRACTING

CONSTRUCTION ACCESS AREA BACK TO EXISTING CONDITIONS.

8. THE CONTRACTOR SHALL RESTORE THE STAGING AREA AND

MINOR DIFFERENCES IN THE BEARING.

OF FDEP’S RANGE MONUMENTS WILL VARY SLIGHTLY DUE TO

SEAWARD DISTANCE. DISTANCES ALONG ESTABLISHED AZIMUTHS

CONSTRUCTION BASELINE (CBL). POSITIVE VALUES INDICATE

TEMPLATE FEATURES ARE MEASURED PERPENDICULAR TO THE

7. UNLESS OTHERWISE INDICATED, BERM WIDTHS AND OTHER

ELEVATIONS ARE IN THE UNITS OF U.S. SURVEY FEET.

6. UNLESS OTHERWISE INDICATED, ALL POSITIONS, STATIONING AND

THE PLUS SYMBOL (+).

ALL ELEVATIONS SHOWN ABOVE REFERENCED DATUM ARE ASSIGNED

TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).

5. UNLESS OTHERWISE INDICATED, ALL ELEVATIONS ARE REFERENCED

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

FLORIDA EAST ZONE (0901), AND ARE REFERENCED TO THE 2011

SHOWN IN THE STATE PLANE COORDINATE SYSTEM OF 1983,

4. UNLESS OTHERWISE INDICATED, ALL HORIZONTAL POSITIONS ARE

SYMBOLS SHOWN ON THIS SHEET.

OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF

LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET

SET OF DRAWINGS TO THE EXTENT APPLICABLE. ADDITIONAL

SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON THIS

3. THE LEGENDS ON THIS SHEET ARE COMPOSED OF STANDARD

MEASUREMENTS (AERIAL IMAGERY DATED AUGUST 2018).

GENERAL INFORMATION ONLY AND IS NOT TO BE USED FOR

THE AERIAL IMAGERY SHOWN ON THESE DRAWINGS IS FOR

THE PERFORMANCE OF CONSTRUCTION OF THIS PROJECT.

OF ALL SUCH FEATURES THAT ARE NECESSARY FOR OR AFFECT

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION

AND WERE NOT PHYSICALLY LOCATED BY SURVEY.

DEPICTED ON THESE DRAWINGS ARE FOR INFORMATION ONLY

2. UNLESS OTHERWISE INDICATED, ALL PLANIMETRIC FEATURES

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

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BOAT R

AMP

D O C K

D O C K D O C K

RIP - RAP

PILINGS

CONCRETE

2' X 2'

SCATTERED ROCKS

DOLPHIN PAD

CONCRETE

12'X12' CHAIN FENCE

5' W

W A

WOOD PILING

CHAIN-LINK FENCE

D O C K

RIP - RAP

MOOR PAD

D O C K

EXISTING PIER

EXIS

TIN

G R

RAP

EXISTING RAMP

E X I S T I N G D O C KE X I S T I N G D O C K

EX. RIP - RAP

EX. BOAT RAMP

EX. D O C K

EX. 3' WALKWAY

EX. SEAW

ALLEX. SEAWALL

EX. SEAWALL EX. SEAWALL

EX. SEAWALL

EXISTING EX. SEAWALL

EX. SEAWALL

EXISTING

EX. BULKHEAD

EX. RIP-RAP

E X . E

X . M

O O

G P

A D

E X . M

O O

G P

A D

EX. M

OORING PADS

5' EX. MOORING PAD

EX. MOORING PADS

2.5' RADIUS

EX. MOORING PADS

3.5' RADIUS

EX. DOCK

EX.

DOCKS

EX. DOCK

E X . D

O C

E X . D

O C

EX. WOOD PILINGS

E X . W

O O

D P

ILIN

G S

EX. CONCRETE RIP-RAP

E X I S T I

N G C O N C R E T E

W H A R F

EX. CONCRETE PILINGS

EX. SEAWALLEX. SEAWALL

EX. SEAWALL

E X . S

E A

W A

EX. SEAWALL

E X I S T I

I P

R A P

E X I S T I N G R I P R A P

E X I S T I N G R I P - R A P

PILING

CONCRETE

16"X16"

EXISTING

PILING

CONCRETE

16"X16"

EXISTING

EX. STRUCTURES

(MERRIT ISLAND CAUSWAY)

STATE HWY NO. 520

S T

A T E H

W Y A

S O

A T

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N E

D B

D E

S C

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GULF OF MEXICO

LAKE

OKEECHOBEE

ALABAMA

GEORGIA

TALLAHASSEE

PENSACOLA

JACKSONVILLE

ORLANDO

FT MYERS

MIAMI

TAMPA

KEY WESTN.T.S.

LOCATION MAP

OF WORK

LOCATION

CANAVERAL

ST LUCIE

ST AUGUSTINE

GAINESVILLE

FLORIDA

OCEAN

ATLANTIC

BEACH

WEST PALM

FT. LUDERDALE

4000' 8000'0

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

A N C E C

H A

N N

RIVER

BANANA

CANAVERAL HARBOR

R-1-T

T-10

R-20

R-16

R-8A

R-6T

R-4A

R-25

R-31

R-45

R-50-T

R-54 A

B E

A C

H P

L A

C E

M E

N T A

R E

R-54 A

R-31

PROJECT VICINITY

G-03

G E

N E

O J E

C T O

V E

R V

(CSII)

BORROW AREA

CANAVERAL SHOALS II

Y=1480000

Y=1460000

Y=1440000

-B

C N

R -G

I0 .d g n

.9 N

A U

C A L

E S

S T

A T E H

W Y A

(MERRIT ISLAND CAUSWAY)

STATE HWY NO. 520

B A

S E

OPTION B

OPTION A

PORT CANAVERAL

AIR FORCE STATION (CCAFS)

CAPE CANAVERAL

R-34

R-37

R-40 R-40

R-34

R-37

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

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U E D

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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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

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H -R

E A

C H S

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M E

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FDEP RANGE MONUMENT TABULATION

784,164.49R-15-T

783,779.49R-17-T

MONUMENT ID X (EASTING) Y (NORTHING) AZ.

R-1-T

R-2

R-3

T-4

R-5

R-6-T

R-7-T

R-8

R-9

T-10

R-11

R-12

R-13

R-14

R-15-T

R-16

R-17-T

R-18

R-19

R-20

R-0

R-18

R-19

R-20

783,366.99

783,084.99

783,473.71

R-0 787,343.49 1,481,170.30 90

R-1-T 787,346.47 1,481,070.24 90

R-2 787,295.48 1,480,231.74

R-3 786,910.98 1,479,170.25

T-4 786,645.05 1,478,243.10

R-5 786,340.98 1,477,340.25

R-6-T 786,076.10 1,476,402.77

R-7-T 785,758.98 1,475 489.76

R-8 785,520.48 1,474,610.26

R-9 785,405.48 1,473,671.77

T-10 785,228.48 1,472,764.77

R-11 784,979.98 1,471,795.77

R-12 784,766.98 1,470,852.27

R-13 784,573.99 1,469,892.28

R-14 784,333.49 1,468,976.78

1,467,997.28

R-16 784,020.95 1,466,988.41

1,466,064.79

1,465,248.29

1,464,270.42

1,463,307.80

DSI 102

DSI 101

872 1608 F TIDAL

C 133

DESIGNATION PID NORTHING EASTING NAVD88

70 80 A 28

C 133

BREVARD GPS 1007

872 1608 F TIDAL

DSI 102

DSI 101

AK7479

AK2641

AK7478

AK6999

N/A

1397551.94

1479470.SC

1394597.61

1481030.SC

1481008.28

1480872.57

787929.76

783470.SC

788639.21

783890.SC

786278.00

785611.67

13.06

13.61

13.63

11.42

10.32

8.58

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

USE FOR HORIZONTAL CONTROL.

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

(SURVEY NO. 20-162 "BREVARD NORTH")

SURVEY CONTROL - BEACH

HORIZONTAL AND VERTICAL CONTROL POINT

VERTICAL CONTROL / TIDE CALIBRATION POINT

J JEFFORDS

CANAVERAL LOCK ARP

BBCQ55

BBCV67

1,481,470.SC

1,481,407.37

783,890.SC

772,449.44

11.04

29.03

13.86

N/A

DESIGNATION PID NORTHING EASTING NAVD88

DO NOT USE FOR HORIZONTAL CONTROL.

NOTE: "SC" INDICATES A SCALED HORIZONTAL COORDINATE/POSITION,

MLLW

(SURVEY NO. 19-303 "CSII BORROW AREA")

SURVEY CONTROL - BORROW AREA

G-04

Y=1470000

Y=1480000

Y=1490000

TTB

TAC

MTB

WTB PORT CANVERAL

G E

N E

R V

E Y C

O N

T R

O L P

L A

N A

N D D

A T

LOCK ARP

CANAVERAL

NAVY

STATES

UNITED

1500' 3000'0

B A

N A

N A R

E R

(MERRIT ISLAND CAUSWAY)

STATE HWY NO. 520

-B

C N

R -G

I0 .d g n

BREVARD GPS 1007

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

S T

A T E H

W Y A

PLAN VIEW - SURVEY CONTROL DATA

AIR FORCE STATION (CCAFS)

CAPE CANAVERAL

70 80 A 28

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

PT (X) EASTING (Y) NORTHING

NORTH REACH

EROSION CONTROL DATA (ECL)

782,351.08

782,347.46

782,348.02

782,352.92

782,352.66

782,359.51

782,365.20

782,370.72

782,372.85

782,378.25

782,385.30

782,399.31

782,403.69

782,412.34

782,424.21

782,430.56

782,450.80

782,462.71

782,474.27

782,480.44

782,489.85

782,504.88

782,519.77

782,531.68

782,544.78

782,555.96

782,572.30

782,586.85

782,603.38

782,612.31

782,625.49

782,640.06

782,648.55

782,666.31

782,679.20

782,704.45

782,725.47

782,741.73

782,762.28

782,771.13

782,788.47

782,804.78

782,822.49

782,836.75

1,447,552.24

1,447,752.64

1,447,938.44

1,448,174.13

1,448,346.13

1,448,564.45

1,448,759.63

1,448,960.29

1,449,155.97

1,449,357.28

1,449,542.53

1,449,750.12

1,449,950.25

1,450,148.38

1,450,339.06

1,450,517.71

1,450,752.73

1,450,957.07

1,451,170.35

1,451,359.64

1,451,546.33

1,451,762.03

1,451,965.40

1,452,160.76

1,452,349.95

1,452,529.12

1,452,763.43

1,452,959.51

1,453,170.94

1,453,345.75

1,453,555.87

1,453,783.29

1,453,945.29

1,454,161.37

1,454,292.51

1,454,564.63

1,454,771.80

1,454,952.92

1,455,187.70

1,455,342.87

1,455,562.35

1,455,753.83

1,455,957.21

1,456,153.53

PLANE COORDINATES (NAD83(90)) FL E

POINT (X) EASTING (Y) NORTHING STATIONING

PLANE COORDINATES (NAD83(90))

782,438.28

782,467.98

782,650.35

782,838.09

1,448,044.34

1,450,194.22

1,453,622.32

1,456,120.32

337+49.11

315+99.02

281+66.08

256+61.03

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

R-36 A

R-36

R-35 A

R-35-T

R-34 A

R-34

R-33 A

R-33

R-32 A

R-32

R-31 A

R-31

R-30 A

R-30

R-29 A

R-29-T

R-28 A

R-28-T

R-27 A

POINT (X) EASTING (Y) NORTHING

FDEP RANGE MONUMENT CONTROL DATA

782,020.41

782,025.49

782,020.47

782,030.49

782,041.36

782,052.49

782,061.28

782,307.99

782,328.55

782,364.49

782,384.31

782,306.49

782,376.22

782,427.99

782,496.52

782,442.49

782,518.84

782,399.49

782,645.63

1,447,481.29

1,448,037.84

1,448,497.71

1,448,948.34

1,449,346.54

1,449,877.83

1,450,188.69

1,450,683.33

1,451,157.19

1,451,653.83

1,452,169.65

1,452,645.33

1,453,093.55

1,453,622.32

1,454,117.88

1,454,631.82

1,455,057.50

1,455,598.32

1,456,120.57

PLANE COORDINATES (NAD83(90))

R-36-A

R-36

R-35-A

R-35-T

R-34-A

R-34

R-33-A

R-33

R-32-A

R-32

R-31-A

R-31

R-30-A

R-30

R-29-A

R-29-T

R-28-A

R-28-T

R-27-A

SHORELINE

APPROXIMATE

ECL

CBL

SHORELINE

APPROXIMATE

O C E A N

A T L A N T I C

X ,0

Y=1,456,000

Y=1,454,000

Y=1,452,000

Y=1,450,000

Y=1,448,000

BAHAMA BLVD.

A T

L A

N T

L V

N. 4TH ST.

MINUTEMEN CAUSEWAY

T R

A D R

TULIP AVE.

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

B R E V A R D C O U N T Y

C I T Y O F C O C O A B E A C H

500' 1000'0

CONTROL DATA

MATCHLINE SHEET G-06 STA. 344+00

G-05

G E

N E

N T

R O

L D

A T

A -B

C N

R -G

I0 .d g n

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

POINT (X) EASTING (Y) NORTHING STATIONING

PLANE COORDINATES (NAD83(90))

782,647.51

782,510.08

782,397.73

1,438,734.69

1,442,694.65

1,446,736.05

430+63.33

391+00.99

350+58.03

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

PT (X) EASTING (Y) NORTHING

NORTH REACH

EROSION CONTROL DATA (ECL)

782,581.90

782,560.40

782,551.13

782,547.56

782,537.75

782,518.23

782,513.34

782,510.08

782,498.16

782,482.53

782,480.04

782,477.20

782,471.82

782,469.70

782,468.28

782,465.90

782,462.86

782,458.09

782,440.59

782,439.73

782,433.51

782,419.41

782,409.29

782,391.09

782,379.35

782,375.28

782,366.51

782,359.96

782,354.76

782,351.38

782,346.88

782,346.65

782,348.30

782,344.49

782,346.49

782,341.63

782,342.67

782,341.80

782,339.17

782,341.03

782,346.72

782,343.84

782,346.95

PLANE COORDINATES (NAD83(90)) FL E

1,438,645.45

1,438,852.79

1,439,052.78

1,439,239.55

1,439,454.50

1,439,664.26

1,439,835.51

1,440,031.78

1,440,246.80

1,440,443.00

1,440,665.41

1,440,850.93

1,441,037.47

1,441,221.98

1,441,450.13

1,441,656.72

1,441,846.84

1,442,024.81

1,442,217.32

1,442,415.64

1,442,611.35

1,442,838.16

1,443,025.46

1,443,314.82

1,443,625.35

1,443,833.38

1,444,176.52

1,444,416.52

1,444,563.97

1,444,758.79

1,444,988.09

1,445,178.83

1,445,360.75

1,445,550.45

1,445,751.57

1,445,959.13

1,446,179.83

1,446,366.74

1,446,538.73

1,446,753.05

1,446,924.69

1,447,149.12

1,447,345.70

R-45 A

R-45

R-44 A

R-44

R-43 A

R-43-T

R-42 A

R-42

R-41 A

R-41-T

R-40 A

R-40

R-39 A

R-39

R-38 A

R-38

R-37 A

R-37

(X) EASTING (Y) NORTHING

FDEP RANGE MONUMENT CONTROL DATA

1,438,734.69

1,439,252.57

1,439,767.69

1,440,256.80

1,440,721.55

1,441,201.85

1,441,687.88

1,442,192.35

1,442,686.96

1,443,190.35

1,443,736.09

1,444,142.85

1,444,751.57

1,445,103.84

1,445,597.27

1,446,091.34

1,446,730.05

1,447,176.35

R-45-A

R-45

R-44-A

R-44

R-43-A

R-43-T

R-42-A

R-42

R-41-A

R-41-T

R-40-A

R-40

R-39-A

R-39

R-38-A

R-38

R-37-A

R-37

PLANE COORDINATES (NAD83(90))

782,244.41

782,439.77

782,218.39

782,355.17

782,195.58

782,201.50

782,174.16

782,164.00

782,150.05

782,144.50

782,122.22

782,112.99

782,096.56

782,084.99

782,058.16

782,035.49

782,236.34

782,207.06

POINT

O C E A N

A T L A N T I C

ECL

CBL

SHORELINE

APPROXIMATE

APPROXIMATE SHORELINE

X ,0

Y=1,446,000

Y=1,444,000

Y=1,442,000

Y=1,440,000

S. 4TH ST.

O R

L A

N D

O A

V E

B R

E V

A R

D A

V E

W. BAY DR.

BANANA RIVER

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

B R E V A R D C O U N T Y

C I T Y O F C O C O A B E A C H

MATCHLINE SHEET G-05 STA. 344+00

CONTROL DATA

500' 1000'0

MATCHLINE SHEET G-07 STA. 433+00

G-06

G E

N E

N T

R O

L D

A T

A -B

C N

R -G

I0 .d

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

POINT (X) EASTING (Y) NORTHING STATIONING

PLANE COORDINATES (NAD83(90))

783,319.04

783,071.34

782,984.11

1,429,759.87

1,432,511.87

1,433,726.02

520+63.70

493+00.58

480+83.30

CONSTRUCTION BASELINE (CBL)

BREVARD NORTH REACH

PT (X) EASTING

NORTH REACH

EROSION CONTROL DATA (ECL)

783,245.74

783,224.06

783,203.62

783,180.93

783,163.78

783,141.98

783,122.64

783,106.38

783,077.12

783,061.70

783,048.61

783,038.30

783,020.51

783,008.51

782,999.44

782,986.21

782,970.54

782,957.91

782,941.89

782,922.59

782,904.59

782,890.86

782,877.24

782,862.36

782,842.04

782,826.58

782,814.70

782,801.08

782,790.94

782,781.27

782,761.32

782,743.23

782,720.58

782,713.52

782,700.46

782,680.59

782,669.30

782,657.08

782,648.17

782,630.65

782,616.78

782,597.72

782,588.49

PLANE COORDINATES (NAD83(90)) FL E

(Y) NORTHING

1,430,189.20

1,430,388.10

1,430,591.05

1,430,786.77

1,430,987.88

1,431,190.21

1,431,384.78

1,431,582.45

1,431,785.13

1,431,979.26

1,432,188.22

1,432,349.23

1,432,566.60

1,432,757.16

1,432,944.58

1,433,148.00

1,433,345.14

1,433,576.39

1,433,760.44

1,433,963.07

1,434,166.10

1,434,366.15

1,434,563.07

1,434,756.42

1,434,956.01

1,435,162.61

1,435,356.27

1,435,521.53

1,435,651.46

1,435,857.59

1,436,055.03

1,436,258.18

1,436,499.02

1,436,636.90

1,436,860.33

1,437,064.07

1,437,237.88

1,437,475.20

1,437,633.69

1,437,866.94

1,438,059.35

1,438,241.34

1,438,447.44

R-55-T

R-54 A

R-54

R-53 A

R-53-T

R-52 A

R-52-T

R-51 A

R-51-T

R-50 A

R-50-T

R-49 A

R-49

R-48 A

R-48

R-47 A

R-47

R-46 A

R-46

POINT (X) EASTING (Y) NORTHING

FDEP RANGE MONUMENT CONTROL DATA

783,215.26

783,174.00

782,998.63

782,928.00

782,864.13

782,802.00

782,766.51

782,740.00

782,733.11

782,705.00

782,698.91

782,805.00

782,717.18

782,697.53

782,517.74

782,473.00

782,418.57

782,382.00

782,325.30

782,268.50

1,429,258.62

1,429,759.87

1,430,203.24

1,430,708.87

1,431,197.19

1,431,698.87

1,432,090.88

1,432,511.87

1,433,023.65

1,433,470.87

1,433,726.02

1,434,181.36

1,434,847.99

1,435,345.76

1,435,822.27

1,436,358.86

1,436,893.61

1,437,298.86

1,437,806.34

1,438,293.36

R-55.5

R-55-T

R-54-A

R-54

R-53-A

R-53-T

R-52-A

R-52-T

R-51-A

R-51-T

R-50-A

R-50-T

R-49-A

R-49

R-48-A

R-48

R-47-A

R-47

R-46-A

R-46

PLANE COORDINATES (NAD83(90))

X ,0

O C E A N

A T L A N T I C

SHORELINE

APPROXIMATE

CBL

ECL

APPROXIMATE SHORELINE

X=1,434,000

X=1,436,000

X=1,438,000

X=1,432,000

X=1,430,000

20TH ST.

E R

E T

R A

A V

S . A

T L

A N

BANANA RIVER

BASE

AIRFORCE

PATRICK

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

B R E V A R D C O U N T Y

C I T Y O F C O C O A B E A C H

CONTROL DATA

500' 1000'0 G-07

G E

N E

N T

R O

L D

A T

A -B

C N

R -G

I0 .d g

MATCHLINE SHEET G-06 STA. 433+00

G-08

N E

R A

P A

Y M

E N

T A

N D A

C C

E P

T A

N C

E P

R O

E S

-B

C N

R -G

I0 .d

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

(TYPICAL SECTION)

PAYMENT AREA

TOLERANCE TEMPLATE AREA

REQUIRED TEMPLATE AREA

A(P) = PAYMENT AREA

A(T) = TOLERANCE AREA

A(R) = REQUIRED AREA

(TYPICAL SECTION)

PAYMENT AREA

(TYPICAL SECTION)

ACCEPTANCE

NOT TO SCALE

SURVEYED CONDITION

PRE-CONSTRUCTION

SURVEYED CONDITION

PRE-CONSTRUCTION

SURVEYED CONDITION

PRE-CONSTRUCTION

PAY SURVEY

CONSTRUCTION

POST-

TEMPLATE

REQUIRED

WATERLINE (VARIES)

PAY SURVEY

CONSTRUCTION

POST-

WATERLINE (VARIES)

SURVEYED CONDITION

PRE-CONSTRUCTION

PAY SURVEY

CONSTRUCTION

POST-

WATERLINE (VARIES)

TEMPLATE

REQUIRED

PAY SURVEY

CONSTRUCTION

POST-

WATERLINE (VARIES)

TEMPLATE

REQUIRED

A(P)A(P)

SURVEYED CONDITION

PRE-CONSTRUCTION

WATERLINE (VARIES)

TEMPLATE

REQUIRED

BEACH BERM ACCEPTANCE PROFILES

BEACH BERM PAYMENT PROFILES

A(R)

A(T)

SLOUGH ZONE

UP-SLOPE

PLAN - PAYMENT AND ACCEPTANCE PROFILES

NOT TO SCALE

FLAT BERM

A(P) CANNOT BE GREATER THAN A(T)

A(P) MUST BE GREATER THAN OR EQUAL TO A(R)

A(R) ≤ A(P) ≤ A(T)

NOTES:

SEE NOTE 2

NOTES:

(SEE NOTE 1)

ACCEPTANCE SURFACE

AND FINAL GRADING

POST-CONSTRUCTION

FORESHORE BERM

TEMPLATE

REQUIRED

A(T)

A(P)

3. THE PROFILE WILL NOT BE ACCEPTED IF THERE ARE UNFILLED AREAS BELOW THE REQUIRED TEMPLATE ALONG THE FLAT BERM.

2. NO PAYMENT WILL BE MADE FOR MATERIAL ABOVE TOLERANCE LANDWARD OF THE SLOPED BERM SHOWN.

1. NO PAYMENT WILL BE MADE FOR SQUARE FOOTAGE OF A(P) GREATER THAN A(T).

TOLERANCE

CONSTRUCTION

+0.5 FOOT

TOLERANCE

CONSTRUCTION

+0.5 FOOT

TOLERANCE

CONSTRUCTION

+0.5 FOOT

TOLERANCE

CONSTRUCTION

+0.5 FOOT

TOLERANCE

CONSTRUCTION

+0.5 FOOT

FOR PAYMENT

DOES NOT QUALIFY

BERM

SLOPED

AS DETERMINED BY THE CONTRACTING OFFICER.

2. MINOR SLOUGHING AT SEAWARD TOE CAUSED BY WAVES AND CURRENTS MAY BE ACCEPTABLE

THE SURFACE QUALIFIES FOR ACCEPTABLE.

THE FINAL GRADING CONDITION WILL BE INSPECTED BY THE ON-SITE GOVERNMENT REPRESENTATIVE TO VERIFY IF

1. FINAL ACCEPTANCE SURFACE SHALL BE GRADED BETWEEN THE REQUIRED TEMPLATE AND TOLERANCE TEMPLATE.

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

CL10

R-30

R-30 A

R-29 A

R-29-T

R-28 A

17.2 17.1 17.0

17.0 16.9 16.9

16.8 16.7 16.6

16.4 16.4 16.3

16.2 16.2 16.1

16.0 15.9

15.8

15.7 15.6

15.5 15.5

15.3

15.2

15.0

15.0 14.8

14.8

14.7 14.5

14.5

14.5 14.3

14.2 14.2

14.1

14.1 14.0

13.8 13.8

13.8 13.5 13.5

13.5 13.3 13.3

13.2 13.1

13.1

13.0

12.9 12.8

12.6 12.6

12.6 12.4

12.3

12.2 12.1

12.0

11.8 11.7

11.7 11.6

11.5 11.5 11.4 11.3

11.3

11.2 11.0

11.0 10.9

10.8

10.7

10.6 10.6

10.5

10.4 10.3

10.3

10.2 10.1

+-10.0

10.0 9.8

9.7

9.6

9.5 9.5

9.4 9.4

9.2 9.1

9.1

9.0 9.0

8.8 8.8

8.8

8.7

8.5

8.5 8.5

8.3

8.3 8.2

8.1

8.0 8.0

7.9

7.8

7.7 7.7

7.6

7.5 7.4

7.3

7.2

7.1

7.0

6.9

6.7

6.6

6.5

6.4

6.2

6.0

5.5

5.4 4.4

4.2 3.8

3.5

3.3

2.8

2.5

2.2

2.1

1.9

1.8

1.5

1.4

1.0 0.9

0.1 +0.0

+1.2

+1.3+3.1

+3.5+5.3

+5.7

+6.0

+6.1

+6.5

+6.7

+6.7 +6.9

+7.0 +7.3

+7.4

+7.7

+8.2

+9.0

+9.3

+9.8

+10.3

+10.6

+10.6 +10.7

+11.6

+12.3

+12.4

+12.5

+12.8

+13.0

+13.3

+14.0

KEY PLAN

NOT TO SCALE

C-01

C-10

C-09

C-08

C-07

C-06

C-05

C-04

C-03

C-02

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

X=783500

X=783000

X=782500

CBL

ECL

100' 200'0 C-01

-B

C N

R -C

N p ln .d g n

BEACH FILL PLAN

M A

T C

H L

E E

T C

-0 S

T A

X=784000

B E

A C

H F

L P

L A

S T

A T

O S

T A

NO PLACEMENT ON 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

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

CL11

R-33

R-33 A

R-32

R-31

R-32 AR-31 A

17.1 17.0 16.9

16.9

16.8 16.7 16.7

16.7

16.7 16.6

16.6 16.5

16.5 16.4

16.4

16.2 16.2 16.2

16.2

16.1 16.1 16.1 16.0

15.9 15.9 15.8 15.8

15.8 15.7

15.7

15.5 15.5

15.5

15.5 15.4 15.3

15.3

15.2

15.1

15.1 15.0 15.0

15.0

15.0 14.9 14.9

14.8 14.8

14.8

14.8 14.7 14.6

14.5 14.5 14.5

14.4 14.4

14.4 14.3 14.2 14.2 14.2

14.0 14.0 14.0

13.9 13.8

13.8 13.8 13.7

13.6 13.6

13.5

13.5 13.4

13.3 13.3

13.3 13.1 13.1 13.1

13.1 13.0

12.9 12.9

12.8 12.8

12.8 12.7 12.6

12.6 12.5

12.5 12.4

12.3 12.3

12.2 12.1 12.0 12.0

12.0 11.9 11.9 11.8 11.7

11.7 11.6 11.6 11.6 11.5 11.4

11.4

11.4 11.3

11.3

11.2 11.2 11.1

11.0 10.9

10.9 10.9 10.8

10.7 10.7 10.7 10.7 10.6

10.6 10.6 10.4

10.4

10.4 10.4

10.4 10.3

10.3 10.2

10.1 10.1

10.1

10.1 10.0 9.9

9.8 9.8

9.8 9.7 9.7 9.7

9.5 9.5 9.5

9.5 9.4

9.3 9.2

9.2

9.2 9.1

9.0 9.0 8.9

8.9 8.8 8.8

8.7

8.6 8.6

8.5 8.5

8.4

8.3 8.3

8.3

8.2 8.2

8.1

8.0 8.0

8.0 7.9

7.9 7.9

7.8 7.8 7.8

7.7 7.7 7.6 7.6

7.6

7.4 7.4 7.4 7.3

7.3

7.2 7.2 7.2 7.1

7.1 7.0 7.0 7.0

7.0

6.9

6.9 6.9

6.8

6.7

6.7 6.6

6.6

6.5 6.5

6.4

6.4 6.4

6.3 6.3

6.3

6.1 6.1

6.1

6.0 6.0

6.0 5.9

5.9

5.8 5.8 5.7

5.6

5.5

5.3

5.2

5.1 4.8

4.6

4.5

4.4 4.3 4.3

4.1 4.0

4.0 3.9

3.7

3.5

3.4 3.4

3.4

3.3

3.1 3.1

2.9

2.8 2.8

2.6 2.5 2.5

2.4 2.3

2.3 2.1

2.0

2.0 1.9

1.8

1.8 1.8

1.7

1.7 1.6 1.5 1.3

1.2 1.2 1.0

0.9 0.7

0.7

0.4 0.3

0.1

+0.0 +0.8 +0.8

+0.9 +1.0

+1.0 +2.3+2.4

+2.6 +3.7

+4.1 +4.3 +4.9+5.0

+5.6+5.7 +5.8+5.9+6.0

+6.1 +6.1

+6.1

+6.2

+6.3 +6.4

+6.6 +6.9

+6.9

+7.1 +7.1

+7.3 +7.3+7.5

+7.6

+7.7 +7.8

+7.8 +7.8

+8.2

+8.2 +8.3

+8.3

+8.4

+8.5 +8.5

+8.5

+8.6 +8.7

+8.8

+8.8 +8.8

+8.8

+9.1

+9.2

+9.4

+9.5

+9.6

+9.7

+9.9

+10.2

+10.3

+10.6

+11.1

+11.5+11.5

+14.3

KEY PLAN

NOT TO SCALE

C-01

C-10

C-09

C-08

C-07

C-06

C-05

C-04

C-03

C-02

N D S

T H S

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

NO PLACEMENT ON THIS SHEET

X=783500

X=783000

X=782500

CBL

ECL

100' 200'0

-B

C N

R -C

N p ln .d g n

BEACH FILL PLAN

M A

T C

H L

E E

T C

-0 S

T A

C-02

M A

T C

H L

E E

T C

-0 S

T A

B E

A C

H F

L P

L A

S T

A T

O S

T A

N ATLANTIC A

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

CL12

R-36 R-36 AR-34

R-35 A

R-34 A R-35-T

18.1 17.8 17.7

17.6 17.6

17.5

17.5 17.5

17.4 17.3

17.3

17.3 17.3

17.2

17.2 17.2

17.1

17.0

16.9 16.8

16.8

16.7

16.6

16.6 16.5

16.5

16.5 16.3 16.3

16.3 16.2

16.1 16.1

16.1

16.0

16.0 15.9

15.8

15.7

15.7 15.7

15.6 15.5

15.5

15.4

15.3 15.2

15.2

15.2 15.1

15.1

15.0 15.0

15.0

14.9 14.8

14.8

14.7

14.7 14.6

14.5 14.4

14.4 14.4

14.3

14.2

14.1

14.0

13.9

13.8

13.7

13.7 13.6

13.6

13.5

13.4

13.3

13.2

13.1

13.0 13.0

13.0

12.8

12.8 12.8 12.7

12.6

12.5 12.5

12.4 12.3

12.2

12.2 12.2

12.1 12.1

12.1

12.0

11.9 11.8

11.8

11.7

11.7 11.6

11.6

11.6 11.6

11.5

11.4 11.4

11.3

11.2

11.1 11.0

11.0 11.0

11.0 10.8

10.8

10.7 10.7

10.6

10.5

10.4 10.4

10.3 10.3

10.2 10.2

10.2

10.1 10.0

10.0 10.0

10.0

9.9

9.8

9.8 9.7

9.6

9.5

9.5 9.5

9.4 9.4

9.3

9.2

9.2 9.2

9.1 9.0 9.0

9.0

8.9 8.9

8.9

8.9 8.8

8.7 8.7 8.7

8.7 8.6 8.6

8.5

8.4 8.4

8.4 8.4 8.3

8.3

8.2 8.2

8.1 8.1 8.0

8.0 7.9 7.9

7.8 7.8 7.8

7.7 7.7

7.6 7.6

7.6 7.6 7.5

7.5

7.4

7.4 7.4 7.4 7.3

7.2 7.2

7.2

7.2 7.2

7.1 7.1

7.1

7.1 7.0

6.9 6.9

6.9

6.8

6.8 6.8

6.8

6.7 6.7

6.7

6.6

6.6 6.6

6.6

6.5

6.4

6.4 6.4

6.4

6.3

6.2 6.2

6.1

6.0

5.9 5.9

5.8

5.8 5.7

5.5

5.3

5.2

5.0

4.9 4.6

4.5

4.4 4.0 4.0

4.0 3.9

3.9

3.8 3.8

3.8

3.7 3.7

3.6

3.5 3.5

3.4 3.4

3.4

3.3

3.1 3.1

3.0

2.9 2.8

2.7 2.6

2.6

2.5 2.4 2.4

2.2

2.1 2.1

2.0 2.0

1.9

1.8

1.6 1.4

1.3

1.1 1.1 1.0

0.9 0.6

0.5

0.3 0.3 +0.2

+0.2

+0.5 +0.6

+0.9 +1.2

+1.4 +1.5

+1.8 +2.1

+3.0

+3.1+3.3

+3.4

+4.0

+4.4

+5.1 +5.2

+5.5 +5.6 +5.8

+5.8

+5.9+5.9

+6.0

+6.0 +6.1

+6.1

+6.2

+6.2+6.4

+6.4

+6.5

+6.6

+6.8

+6.9+7.0 +7.0

+7.5

+7.6+7.6 +7.8 +7.9

+8.1

+8.4

+8.4 +8.5

+8.5

+8.6

+8.7

+8.8

+8.9 +8.9

+8.9

+9.0 +9.0

+9.0

+9.2

+9.3 +9.3

+9.4 +9.6

+9.7

+10.0

+10.1

+10.2

+10.4 +10.5+10.5

+10.5 +10.6

+10.6

+10.7

+11.0

+11.3 +11.5

+11.5+11.5

+11.6

+12.0

+12.1 +12.2

+12.2 +12.2 +12.4

+14.0

+14.1+14.1

+14.3 +15.3

KEY PLAN

NOT TO SCALE

C-01

C-10

C-09

C-08

C-07

C-06

C-05

C-04

C-03

C-02

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

U T

E M

E N C

A U

S E

W A

S T S

-B

C N

R -C

N p ln .d g n

C-03

X=783500

X=783000

X=782500

X=782000

ELEV. +8.2 (NAVD 88)

CBL

ECL

APPROXIMATE TOE OF FILL

100' 200'0

BEACH FILL PLAN

M A

T C

H L

E E

T C

-0 S

T A

M A

T C

H L

E E

T C

-0 S

T A

B E

A C

H F

L P

L A

S T

A T

O S

T A

OPTION B

N ATLANTIC AVE

ELEV +6.7 (NAVD 88)

SLOPED BERM CREST

SEAWARD EDGE OF

ELEV +8.2 (NAVD 88)

FLAT BERM CREST

SEAWARD EDGE OF

525' TRANSITION (OPTION B)

E N

D O

F F

L S

T A

S T

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

CL13

R-39 A R-39

R-38

R-37

R-38 A

R-37 A

18.3 18.3 18.2 18.2

18.2 18.2

18.1

18.0 18.0

18.0 17.9

17.9 17.9 17.9 17.8

17.8 17.7

17.7

17.7 17.6 17.6

17.5 17.4 17.4

17.4 17.4

17.2 17.2

17.1 17.0

17.0

17.0 16.9

16.9

16.8 16.8 16.7

16.7 16.6 16.6

16.6

16.5 16.5

16.4

16.4 16.3 16.3

16.2

16.1 16.1

16.1 16.0

15.9 15.9 15.8

15.8

15.8 15.8

15.7 15.6 15.6

15.6 15.5

15.4 15.4 15.4 15.3 15.3

15.3

15.2

15.1 15.1

15.0 15.0

15.0 14.9

14.8

14.8 14.7

14.7 14.6 14.5 14.5

14.5 14.4 14.3

14.3 14.3

14.2 14.1 14.0 14.0 14.0

13.9 13.9

13.8 13.7 13.7

13.6 13.5 13.5

13.5 13.5 13.5 13.4 13.3

13.2 13.2

13.2 13.1

13.0

13.0 13.0

13.0 12.8

12.7 12.7 12.7 12.7

12.5 12.5

12.4 12.4

12.4

12.3 12.1

12.1 12.1 12.1

12.0

11.9 11.8 11.8 11.7 11.7

11.7

11.6 11.5

11.4 11.3

11.3

11.2 11.1 11.1

11.0 11.0 10.9

10.9

10.9 10.8

10.8 10.6

10.6 10.6

10.5 10.5 10.4 10.3

10.3 10.3

10.1 10.1 10.1

10.0 10.0

9.8 9.8 9.8

9.7 9.7

9.6 9.6

9.5 9.4 9.3

9.3

9.3 9.3

9.0 9.0

9.0

9.0 9.0

8.8 8.8

8.7

8.7 8.7

8.6 8.6

8.5

8.4 8.4

8.3

8.2 8.2

8.2 8.1 8.1

8.0

8.0 7.9

7.9

7.8

7.7

7.6 7.6

7.5

7.4

7.3

7.3 7.3 7.3

7.2 7.1

7.1 7.1

7.1

7.0 7.0

7.0

6.8

6.8 6.8

6.8

6.7

6.6

6.5 6.5

6.5

6.4

6.3

6.2

6.2 6.2

6.1 6.0

6.0 6.0

6.0

5.9 5.9

5.8 5.7 5.7

5.6 5.5

5.4

5.4 5.3

5.3

5.0

5.0 4.5 4.5 4.4

4.4

4.3

4.1

3.9 3.9 3.8 3.7

3.7 3.5

3.4 3.4

3.2 3.1

3.1 3.1

2.9

2.8 2.8

2.8

2.7 2.5

2.5 2.3

2.2 2.1 2.0

1.9

1.6

1.5 1.5 1.4

1.3 1.2 0.9

0.7 0.7 0.5 0.5 +0.0

+0.2 +0.5

+0.6 +1.0

+1.2

+1.6 +2.3 +2.4

+2.7 +3.1

+4.2+4.2 +4.7 +5.3

+5.3 +5.4

+5.6 +5.8

+6.1 +6.2

+6.2

+6.2+6.2

+6.3 +6.4 +7.0

+7.1 +7.2

+7.2

+7.4

+7.6+7.7

+7.9

+7.9 +7.9

+8.0+8.0

+8.2

+8.3

+8.4

+8.6

+8.7

+8.8

+8.9

+8.9 +9.0

+9.0 +9.1

+9.1

+9.2 +9.2

+9.3

+9.4

+9.5

+9.6

+9.7 +9.8

+9.9

+10.0

+10.1 +10.3

+10.3 +10.4 +10.5 +10.6

+10.6

+10.7 +10.8 +11.2

+11.4 +11.7

+11.8 +12.5

KEY PLAN

NOT TO SCALE

C-01

C-10

C-09

C-08

C-07

C-06

C-05

C-04

C-03

C-02

T H S

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

R D S

T o n o n

X=783500

X=783000

X=782500

X=782000

100' 200'0

BEACH FILL PLAN

-B

C N

R -C

N p ln .d g n

M A

T C

H L

E E

T C

-0 S

T A

M A

T C

H L

E E

T C

-0 S

T A

ECL

CBL

APPROXIMATE TOE OF FILL

C-04

B E

A C

H F

L P

L A

S T

A T

O S

T A

OPTION A

ELEV +6.7 (NAVD 88)

SLOPED BERM CREST

SEAWARD EDGE OF

ELEV +8.2 (NAVD 88)

FLAT BERM CREST

SEAWARD EDGE OF

S ATLANTIC AVE

OPTION B

450' TRANSITION (OPTION A)

S T

SHEET GENERAL NOTES

STA. 350+75 SHALL BE PAID UNDER OPTION B.

3. IF OPTION B IS AWARDED, PLACEMENT OF FILL NORTH OF

2. OPTION A MUST BE AWARDED FOR OPTION B TO BE AWARDED.

TRANSITION FROM STA. 350+75 TO STA. 346+25.

1. IF OPTION A IS ONLY AWARDED, PLACEMENT OF FILL WILL

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

CL14

R-42

R-41 A

R-40 R-41-TR-40 AR-39 A

19.7

19.6

19.5 19.4

19.4 19.3

19.3 19.3

19.3

19.2 19.2

19.1 19.0

18.9

18.9 18.9

18.8 18.8

18.7 18.7

18.7 18.7 18.6 18.5

18.4 18.4 18.4 18.4

18.3

18.2 18.2 18.1

18.1

18.0

18.0 17.9 17.9

17.9

17.8 17.7

17.7 17.6

17.6

17.5

17.5 17.4 17.4

17.4

17.3

17.3 17.2

17.1

17.1 17.0 16.9

16.9

16.8 16.7 16.7 16.6

16.5 16.5 16.5 16.4

16.3 16.3 16.3

16.3

16.2

16.1 16.1

16.1

15.9 15.9

15.9

15.8 15.8

15.7 15.7

15.6

15.5

15.4 15.4

15.4

15.3 15.2

15.2

15.2 15.1

15.1 15.0

14.9 14.9

14.9 14.8 14.8 14.7

14.7

14.6

14.6 14.6 14.6

14.6

14.4 14.4

14.3 14.2 14.2

14.2 14.2

14.1 14.1

14.1

14.0 13.9

13.9

13.8 13.8

13.8

13.7 13.7

13.7

13.6

13.5 13.5 13.4 13.4

13.4

13.3 13.3

13.2 13.2

13.2

13.0 13.0

13.0

12.9 12.9

12.8 12.7

12.7 12.6 12.6 12.5

12.5

12.4

12.4 12.3

12.2

12.1 12.1 12.1

12.0 11.9

11.8 11.8 11.8

11.8 11.7

11.7 11.5 11.5

11.4 11.4

11.2

11.2 11.2

11.2

11.1 11.1

11.0

11.0 10.9

10.8

10.7 10.7

10.6

10.5

10.4

10.4 10.4

10.3

10.2

10.2 10.2 10.1

10.1

10.0

10.0 10.0 9.9

9.9

9.9 9.8

9.8

9.7

9.7 9.7

9.6

9.5 9.5

9.5

9.3 9.3

9.3

9.2

9.0 9.0

9.0

8.9 8.8

8.8

8.7 8.7

8.5 8.5

8.5

8.4

8.3

8.3 8.2

8.2

8.1

8.0

8.0 8.0 8.0

8.0

7.9 7.8 7.8

7.8

7.7

7.6 7.6 7.5

7.5

7.4

7.3 7.2 7.2

7.2

7.1 7.1

7.0 7.0

6.9 6.9

6.8 6.8

6.8

6.7 6.7

6.6

6.6 6.5

6.5

6.4

6.4 6.4

6.3

6.2

6.2 6.2

6.2

6.1

6.0 6.0

6.0

5.9

5.8

5.8 5.8

5.7 5.7

5.6 5.6

5.6 5.4

5.2

5.0

4.9

4.8

4.8 4.7

4.7 4.7

4.6 4.5

4.5

4.1

4.0

4.0 3.8

3.7

3.7 3.7 3.7

3.6 3.4

3.4

3.2

3.1

3.0 3.0

3.0 2.9 2.6

2.6

2.4 2.4

2.3 2.3

2.1 2.1

2.0

1.8 1.8

1.7 1.7

1.5

1.3 1.3

1.1 1.0

0.9 0.8

0.7 0.6

0.3 0.1

0.1 +0.3+0.3+0.3 +1.2 +1.3 +1.4

+1.4 +2.0+2.5 +2.8+3.5

+3.7 +3.7 +4.3

+4.4 +5.4+5.6

+5.8

+5.8 +5.8

+5.9

+6.0

+6.1

+6.2

+6.3+6.3

+6.6 +6.7

+6.7 +7.0 +7.0

+7.0 +7.1 +7.3+7.7 +8.1

+8.1 +8.1 +8.2

+8.4

+8.4 +8.6 +8.8 +8.8

+8.8

+8.9

+9.1 +9.2

+9.2 +9.4+9.4

+9.5

+9.6

+9.7

+9.8

+9.9

+10.1 +10.4

+10.5

+10.7

+10.8

+10.9

+11.0 +11.0

+11.0

+11.2

+11.3

+11.5

+11.6

+11.7+11.8 +11.9

+12.3

+12.4

+12.5

KEY PLAN

NOT TO SCALE

C-01

C-10

C-09

C-08

C-07

C-06

C-05

C-04

C-03

C-02

T H S

T o n o n

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

T H S

100' 200'0

BEACH FILL PLAN

-B

C N

R -C

N p ln .d g n

C-05

X=783500

X=783000

X=782500

M A

T C

H L

E E

T C

-0 S

T A

M A

T C

H L

E E

T C

-0 S

T A

APPROXIMATE TOE OF FILL

B E

A C

H F

L P

L A

S T

A T

O S

T A

BASEOPTION A

SHEET GENERAL NOTES

STA. 380+50 SHALL BE PAID UNDER OPTION A.

2. IF OPTION A IS AWARDED, PLACEMENT OF FILL NORTH OF

TRANSITION FROM STA. 380+50 TO STA. 376+50.

1. IF BASE IS ONLY AWARDED, PLACEMENT OF FILL WILL

400' TRANSITION (BASE)

ELEV +6.7 (NAVD 88)

SLOPED BERM CREST

SEAWARD EDGE OF

ELEV +8.2 (NAVD 88)

FLAT BERM CREST

SEAWARD EDGE OF

S ATLANTIC AVE

ECL

CBL

S T

O O

T B

E R

S T

O O

T B

E R

BERM TRANSITION

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

R-44

R-44 A R-42 A

R-43-T R-43 A

19.4 19.2

19.2 19.2 19.1

19.1 19.0

19.0

18.9 18.9

18.8 18.8

18.8 18.7

18.7 18.6 18.6

18.6

18.5

18.4 18.4

18.4

18.3

18.3 18.3

18.3

18.2 18.2

18.1 18.1

18.1 18.0

18.0

17.9 17.9 17.8

17.8

17.7

17.5 17.4 17.4

17.4 17.4

17.4

17.3

17.2

17.2 17.1

17.1 17.1

17.0

16.9

16.9 16.9

16.9

16.8

16.8 16.7

16.7

16.6 16.6

16.5

16.4 16.4 16.4

16.3

16.3 16.3

16.3 16.2

16.2

16.1 16.0

16.0 16.0

16.0

15.9

15.8 15.8

15.8

15.7 15.7 15.6

15.6

15.5

15.5 15.5

15.5 15.4

15.3 15.3 15.3 15.2

15.2 15.2

15.1

15.0 15.0

14.9

14.8

14.8 14.8

14.7

14.7 14.6

14.6

14.6 14.5

14.5

14.4

14.3

14.3 14.3

14.2

14.1

14.0 14.0 14.0

13.9

13.8 13.8

13.7 13.7 13.6

13.5 13.5 13.5

13.5

13.4 13.4

13.3 13.2

13.2

13.1 13.1

13.0

12.9 12.9

12.9

12.8 12.7

12.7

12.7 12.7

12.6

12.5 12.5

12.4

12.3

12.2 12.1

12.1

12.0 12.0

12.0

11.9 11.8

11.7 11.7

11.7

11.6 11.6

11.5 11.5

11.4 11.3 11.3

11.2

11.2 11.2

11.0 11.0

11.0

10.9

10.8 10.8

10.8

10.7

10.7 10.6

10.6 10.5

10.5

10.4 10.4

10.4

10.3

10.2

10.1

10.0

9.9

9.9 9.9

9.8 9.8

9.8

9.7 9.6

9.6 9.6

9.5

9.4 9.4

9.4

9.4 9.3

9.2 9.2

9.1

9.1 9.1

9.1

9.0

8.9

8.9 8.9

8.9

8.9 8.8

8.7

8.7 8.6 8.6

8.6 8.6

8.5

8.4

8.4 8.3 8.3

8.3

8.2

8.2 8.1 8.1

8.1

8.0

7.9

7.9 7.8

7.8 7.8

7.7

7.6 7.5 7.5

7.5

7.4

7.3 7.3

7.2

7.1 7.0 7.0

7.0

6.9

6.8 6.8 6.7

6.6 6.6

6.5 6.5

6.4

6.3

6.2 6.2

6.2

6.1 6.0

6.0

5.9 5.9 5.8

5.8

5.7

5.6 5.5

5.4

5.3

5.2 5.2

5.1 5.1

5.0

4.9

4.8

4.6

4.5

4.2

4.2 4.2

4.2 4.1

4.0

3.9

3.7 3.7

3.7

3.6

3.5

3.5 3.5

3.4

3.2

3.1

3.0

3.0 2.6

2.6 2.5 2.4

2.3

2.0 2.0 1.7

1.6 1.6

1.4 1.4 1.2 1.1

0.7 0.6

0.5 0.3 0.1

+0.2 +0.2

+0.7 +0.7

+1.2 +1.3

+1.5 +1.7

+2.2 +2.2

+3.3 +3.4

+3.7

+3.9

+3.9+4.1

+5.3 +5.4

+5.6 +5.6 +5.7

+5.8

+5.8 +5.8

+5.8 +5.9

+5.9 +6.1

+6.4 +6.6

+6.9

+6.9 +7.0

+7.0 +7.1

+7.9 +8.2

+8.2 +8.3

+8.3

+8.5

+8.6

+8.7

+8.9 +8.9

+9.1

+9.2

+9.2 +9.3

+9.3

+9.3 +9.4

+9.4

+9.5

+9.7

+9.8

+9.8+9.8

+9.9

+10.0

+10.1

+10.2

+10.2+10.2

+10.3

+10.5

+10.6

+10.7

+10.7 +10.7

+10.8

+10.9

+11.1 +11.3

+11.5

+11.7 +11.7 +11.9

+11.9

+12.4

+12.5

+12.9

+13.1 +13.2

+13.7+14.4 +15.2

KEY PLAN

NOT TO SCALE

C-01

C-10

C-09

C-08

C-07

C-06

C-05

C-04

C-03

C-02

H S

T o n o n

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

H S

M A

T C

H L

E E

T C

-0 S

T A

M A

T C

H L

E E

T C

-0 S

T A

100' 200'0

BEACH FILL PLAN

-B

C N

R -C

N p ln .d g n

X=783500

X=783000

X=782500

CBL

ECL

C-06

APPROXIMATE TOE OF FILL

B E

A C

H F

L P

L A

S T

A T

O S

T A

AND STAGING AREA

CONSTRUCTION ACCESS

BASE

CONSTRUCTION ACCESS

ELEV +6.7 (NAVD 88)

SLOPED BERM CREST

SEAWARD EDGE OF

ELEV +8.2 (NAVD 88)

FLAT BERM CREST

SEAWARD EDGE OF

S ATLANTIC AVE

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

CL15

R-47 A

R-47R-46 A

R-46

R-45

R-45 A

20.3

20.2 20.1

20.0

20.0 19.9

19.9 19.9 19.9

19.7

19.7 19.7

19.6 19.5 19.5

19.4 19.4

19.4 19.3

19.2 19.2

19.1 19.1

19.0

19.0 18.9 18.8

18.8

18.8 18.6

18.6 18.6 18.5

18.5

18.5 18.4

18.4 18.3

18.3 18.2

18.2

18.2 18.1 18.1

18.0 18.0 17.9 17.8

17.8

17.8 17.7 17.6

17.6

17.5 17.5

17.5

17.4

17.3 17.3

17.3 17.2

17.1 17.0 17.0 17.0

17.0 16.9

16.8

16.8 16.8 16.7

16.7

16.7 16.7

16.5

16.5 16.5

16.4

16.3

16.3 16.2

16.1 16.1

16.1 16.0

16.0

15.8 15.8

15.8 15.6

15.6 15.6

15.4

15.4 15.3

15.3

15.2 15.1

15.1

15.1 14.9

14.9

14.8

14.8 14.7

14.7

14.6 14.5 14.5

14.5

14.4

14.3 14.2 14.2

14.2

14.1 14.0 14.0

13.9

13.9 13.8

13.7

13.7 13.6

13.6 13.6

13.6

13.5 13.5

13.3

13.2

13.1

13.1 13.0 12.9

12.9 12.8

12.8

12.7

12.6

12.5 12.5

12.4

12.3

12.3 12.2 12.2

12.2 12.1 12.1

11.9

11.8

11.8 11.7

11.6

11.5

11.5 11.5

11.3 11.3

11.1

11.1 11.1

11.0 11.0 10.9

10.9 10.9

10.7 10.7

10.7 10.6

10.6

10.6 10.5 10.5

10.4

10.4 10.3 10.3

10.3

10.2 10.2

+-10.1 10.0

10.0

9.9

9.9 9.9

9.8 9.7

9.7

9.6

9.6 9.6

9.5

9.4

9.4 9.4

9.3 9.3

9.3

9.2

9.2 9.2

9.1 9.1

9.0 9.0 9.0

8.9

8.9 8.8

8.8 8.8 8.7

8.7 8.6

8.6 8.6

8.5 8.4

8.4

8.4 8.3

8.2 8.2

8.1 8.1

8.0 8.0

8.0 7.9

7.8

7.8 7.8

7.7 7.6

7.6 7.6 7.5

7.4 7.3 7.3

7.2

7.1

7.0

7.0 6.9

6.8 6.8

6.6

6.6 6.6 6.5

6.5

6.3

6.3 6.2

6.1

5.9

5.9 5.7

5.7

5.5

5.4

5.3

5.2

5.1 5.0

4.9

4.8 4.8

4.8

4.7

4.6

4.4

4.3 4.0

4.0

3.9 3.9

3.8 3.8

3.8

3.7

3.6

3.5 3.5

3.4 3.3

3.2

3.0

2.9 2.8

2.7 2.7

2.6

1.8

1.4

1.3 0.9 0.7 0.5

0.1

+0.4

+0.8+0.9 +1.2 +1.3 +2.3+2.5 +2.9 +3.1

+3.6

+3.6+3.7 +4.5

+4.6 +4.7+5.0 +5.1

+5.2 +5.4 +5.6+5.6

+5.6 +5.7

+5.7+5.8

+5.9

+5.9 +6.0 +6.1

+6.3

+6.4 +6.6 +6.8

+6.8 +7.2 +7.7 +7.9

+8.0 +8.2

+8.6 +8.7

+8.9

+9.1+9.2

+9.2

+9.2 +9.4

+9.4

+9.6 +9.6

+9.7+9.8

+10.0

+10.1

+10.6

+10.7 +10.7

+10.9

+11.1

+11.2

+11.3 +11.3

+11.8

+12.0

+12.1

+12.5 +12.6 +12.7

+12.7

+12.8

KEY PLAN

NOT TO SCALE

C-01

C-10

C-09

C-08

C-07

C-06

C-05

C-04

C-03

C-02

N o n o n

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

M A

T C

H L

E E

T C

-0 S

T A

M A

T C

H L

E E

T C

-0 S

T A

100' 200'0

BEACH FILL PLAN

-B

C N

R -C

N p ln .d g n

X=784000

X=783500

X=783000

X=782500

CBL

ECL

C-07

APPROXIMATE TOE OF FILL

B E

A C

H F

L P

L A

S T

A T

O S

T A

BASE

S ATLANTIC AVE

ELEV +6.7 (NAVD 88)

SLOPED BERM CREST

SEAWARD EDGE OF

ELEV +8.2 (NAVD 88)

FLAT BERM CREST

SEAWARD EDGE OF

R-49 A R-49

R-48 A R-48

20.2

20.1 20.0 20.0 19.9

19.9 19.8

19.8

19.7

19.7 19.6

19.6

19.5

19.5 19.5 19.5

19.4

19.3

19.2

19.1 19.1 19.0

19.0

18.8 18.8

18.8

18.7

18.7 18.7

18.7

18.6

18.5 18.4

18.4 18.3

18.3

18.3 18.2

18.2

18.1 18.0 17.9 17.9

17.9 17.8

17.8 17.7

17.7 17.5

17.5

17.4 17.4 17.4

17.3

17.2

17.2 17.1

17.0

17.0 17.0

16.9 16.9

16.8

16.7 16.7

16.7 16.6

16.6

16.5

16.4

16.3

16.1

16.0

15.9

15.8

15.8 15.7

15.7 15.6

15.6

15.5 15.4

15.4

15.3

15.1

15.1 15.1

15.1

15.0

14.9

14.8

14.7 14.6

14.6 14.5

14.5 14.4

14.4

14.3 14.3

14.2

14.1 14.0

14.0 14.0

13.9 13.8

13.7

13.6

13.6 13.5

13.5

13.4

13.3

13.3 13.3

13.3

13.2

13.1

13.0 13.0

12.9 12.8

12.8

12.6

12.5

12.4

12.3 12.3

12.3 12.2

12.1

12.0 11.9

11.9 11.9

11.9

11.8

11.7

11.7 11.6

11.5 11.5

11.5

11.4

11.3 11.2

11.2

11.1

11.1 11.0

11.0 10.9

10.8

10.7 10.7

10.6 10.6

10.5

10.4

10.4 10.3

10.2

10.1

10.1 10.1

10.1

9.9 9.9

9.8 9.8

9.7 9.7 9.7

9.7

9.6 9.5

9.5

9.5 9.5

9.5 9.4

9.4

9.3 9.3

9.2

9.1

9.1 9.0

8.9

8.9 8.9

8.9 8.8 8.8

8.7 8.7

8.6 8.6

8.6

8.5

8.4

8.4 8.3

8.2 8.2

8.2

8.1 8.1

8.0

7.9 7.9

7.9 7.8

7.7 7.6

7.6

7.4 7.4

7.3 7.3 7.2 7.1

6.9

6.9 6.8 6.7

6.7

6.6 6.4

6.4

6.2

6.1

6.0

6.0 5.8

5.8

5.7 5.7

5.7

5.7 5.3

5.3

5.1

5.0 4.9

4.9

4.8

4.6

4.6 4.3

4.3

4.2

4.1

4.0

3.9

3.8

3.7

3.6

3.5 3.5

3.4

3.3

3.2

3.2 3.2

3.2

3.1

3.0 2.9 2.7

2.7

2.6

2.6 2.6

2.6

2.4

1.8 1.8

1.6 0.9

0.9

0.7

0.7 0.1

+0.6 +0.7

+0.9+1.1 +1.5

+1.7 +2.4

+2.4 +2.5

+3.0+3.1 +3.4 +3.6 +4.2+4.5 +4.6

+4.7

+4.9 +5.1 +5.3

+5.3

+5.4 +5.4 +5.6

+5.6 +5.6

+6.0 +6.4+6.5

+6.7

+6.8 +7.4 +7.4 +7.5

+8.2

+8.2 +8.4+8.7

+9.0

+9.1 +9.2 +9.5+9.6

+9.7

+9.9 +10.2

+10.4

+10.5

+10.6

+10.7

+10.9 +10.9

+11.0

+11.1

+11.2

+11.3

+11.8

+12.0 +12.4

+12.6 +12.7

+14.8

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

W E

P -2

-B -0

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

R E

L Y

J L

A G

R O

N E

H T

R O

E V

A R

D C

O U

N T

Y F

L O

S H

O R

E P

R O

T E

C T

N P

R O J E

C T S

P P

N O

R T

H -R

E A

C H S

E G

M E

N T

B E

A C

H R

E N

O U

H M

E N

KEY PLAN

NOT TO SCALE

C-01

C-10

C-09

C-08

C-07

C-06

C-05

C-04

C-03

C-02

D S

T o n o n

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

H S

M A

T C

H L

E E

T C

-0 S

T A

M A

T C

H L

E E

T C

-0 S

T A

100' 200'0

BEACH FILL PLAN

-B

C N

R -C

N p ln .d g n

X=784000

X=783500

X=783000

X=782500

C-08

APPROXIMATE TOE OF FILL

CBL

ECL

B E

A C

H F

L P

L A

S T

A T

O S

T A

BASE

ELEV +6.7 (NAVD 88)

SLOPED BERM CREST

SEAWARD EDGE OF

ELEV +8.2 (NAVD 88)

FLAT BERM CREST

SEAWARD EDGE OF

S ATLANTIC AVE

S ORLANDO AVE

S ATLANTIC AVE

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\Shore Protection Projects\Brevard Co.--SPP\North Reach FY20\080 - Plans\InRoads 20-162…

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