A21 - CSRM_KB_CB_RTA_Plans_locked.pdf

PDF 33 MB Posted Dec 1, 2021

Attached to: Coastal Storm Risk Management (CSRM) at Carolina Beach and Kure Beach, North Carolina
Solicitation number: W912PM22B0005
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details on a federal contract solicitation for Coastal Storm Risk Management at Carolina Beach and Kure Beach in North Carolina. The U.S. Army Corps of Engineers, Wilmington District is seeking a contractor to perform dredging, beach fill placement and shaping, planting, and pre- and post-construction surveys. Services include dredging approximately 865,000 cubic yards for Carolina Beach and 920,000 cubic yards for Kure Beach from the specified borrow area using hopper dredges from November 16th through March 31st. All beach work must be completed between November 16th and April 30th. The contract will be a firm fixed price contract with a magnitude between $10-25 million. The solicitation will be issued electronically on or around December 1st, 2021. The bid opening date will be specified upon issuance. The North American Industry Classification code is 237990 and the size standard is $30 million. Bidders must register in the System for Award Management to be eligible for award. Additional details on the solicitation can be found at the provided website or by contacting the specified contracting personnel.

View the file

Other files

File	Type	Posted
B1 - Bid Opening Attendance Sheet.pdf	PDF	Jan 4, 2022
B1 - Bid Abstract with Formulas CB-KB CSRM.pdf	PDF	Jan 4, 2022
A21 - W912PM22B0005 AMD 1 - Update Wage Determination.pdf	PDF	Dec 29, 2021
A9 - Revised WD NC20210019.pdf	PDF	Dec 29, 2021
A21 -NHC_KureBeachProfilesXYZ.txt	TXT text file	Dec 8, 2021
A21 - Kure_Beach_Borrow_20210427_cs_all.txt	TXT text file	Dec 8, 2021
A21 -NHC_CarolinaBeachProfilesXYZ.txt	TXT text file	Dec 8, 2021
A21 - KureBeachSta0-30_11May2020.txt	TXT text file	Dec 8, 2021
A21 - W912PM22B0005_RTA-Specs_CSRM-CB-KB.pdf	PDF	Dec 1, 2021
A21 - CSRM_KB_CB_RTA_Plans_Unlocked.pdf	PDF	Dec 1, 2021
A21 - W912PM22B0005_CB-KB CSRM Solicitation.pdf	PDF	Dec 1, 2021

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C O

S H

ISSUE DATE: OCTOBER 2021

US Army Corps of Engineers ®

Wilmington District

Approval Recommended: *

Approved: *

DATE

DATECHIEF, ENGINEERING BRANCH

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

CHIEF, DESIGN and GENERAL ENGINEERING SECTION

CAROLINA AND KURE BEACHES

NEW HANOVER COUNTY,

G-000

FY22 COASTAL STORM RISK MANAGEMENT

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON SHEET GI01.

AMENDMENTS:

IFB NO.:

CONTRACT NO.:

G -0

.d w g

W912PM22B0005

NORTH CAROLINA

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US Army Corps of Engineers

-6

2P M

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CUI

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(C U

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29-OCT-21

2-NOV-21

GI01

F D

KURE BEACH - VOLUME 1

SHEET NO. DRAWING TITLE

G001-K COVER SHEET

GI01-K INDEX OF DRAWINGS, PROJECT VICINITY AND LOCATION MAPS

GI02-K PROJECT OVERVIEW PLAN

GI03-K CONSTRUCTION BASELINE CONTROL

B101-K OFFSHORE BORROW AREA B BORING LOCATIONS

V101-K OFFSHORE BORROW AREA B TOPOGRAPHIC SURVEY

CB101-K KURE BEACH SITE PLAN STA. 0+00 TO STA. 29+00

CB102-K KURE BEACH SITE PLAN STA. 29+00 TO STA. 58+00

CB103-K KURE BEACH SITE PLAN STA. 58+00 TO STA. 87+00

CB104-K KURE BEACH SITE PLAN STA. 87+00 TO STA. 116+00

CB105-K KURE BEACH SITE PLAN STA. 116+00 TO STA. 145+00

CB106-K KURE BEACH SITE PLAN STA. 145+00 TO STA. 171+00

CB107-K KURE BEACH SITE PLAN STA. 171+00 TO STA. 180+00

CB301-K KURE BEACH TYPICAL SECTIONS AND TABLES

CB302-K KURE BEACH CROSS SECTIONS STA. 0+00 TO STA. 30+00

CB303-K KURE BEACH CROSS SECTIONS STA. 32+00 TO STA. 62+00

CB304-K KURE BEACH CROSS SECTIONS STA. 64+00 TO STA. 94+00

CB305-K KURE BEACH CROSS SECTIONS STA. 96+00 TO STA. 126+00

CB306-K KURE BEACH CROSS SECTIONS STA. 128+00 TO STA. 158+00

CB307-K KURE BEACH CROSS SECTIONS STA. 160+00 TO STA. 180+00

CAROLINA BEACH - VOLUME 2

SHEET NO. DRAWING TITLE

G-001-C COVER SHEET

GI01-C INDEX OF DRAWINGS, PROJECT VICINITY AND LOCATION MAPS

GI02-C PROJECT OVERVIEW PLAN

GI03-C CONSTRUCTION BASELINE CONTROL

B101-C OFFSHORE BORROW AREA B BORING LOCATIONS

V101-C OFFSHORE BORROW AREA B TOPOGRAPHIC SURVEY

CB101-C SITE PLAN STA. 0+00 TO STA. 29+00

CB102-C SITE PLAN STA. 29+00 TO STA. 57+50

CB103-C SITE PLAN STA. 57+00 TO STA. 86+00

CB104-C SITE PLAN STA. 86+00 TO STA. 114+50

CB105-C SITE PLAN - STA. 114+50 TO STA. 140+00

CB301-C TYPICAL SECTIONS AND TABLES

CB302-C CROSS SECTIONS STA. 0+00 TO STA. 30+00

CB303-C CROSS SECTIONS STA. 32+00 TO STA. 62+00

CB304-C CROSS SECTIONS STA. 64+00 TO STA. 90+00

CB305-C CROSS SECTIONS STA. 92+00 TO STA. 114+00

CB306-C CROSS SECTIONS STA. 116+00 TO STA. 140+00

N N

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US Army Corps of Engineers

-6

2P M

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RTA

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(C U

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V E

H E

E T

ISSUE DATE: OCTOBER 2021

US Army Corps of Engineers ®

Wilmington District

FY22 COASTAL STORM RISK MANAGEMENT

NEW HANOVER COUNTY,

G-001-K

KURE BEACH

AMENDMENTS:

IFB NO.: W912PM22B0005

CONTRACT NO.:

S O

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NORTH CAROLINA

NOT TO SCALE

PROJECT

PROJECT VICINITY

PROJECT LOCATION

PENDER COUNTY

SHALLOTTE

WILMINGTON

SOUTHPORT

HYDE

BEAUFORT

PITT

EDGECOMBE

WASHINGTON

TYRREL

DARE

PAMLICO

CRAVEN

JONES

ONSLOW

DUPLIN

PENDER

HALIFAX

NORTHAMPTON

HERTFORD

GATES

WILSON

CUMBERLAND

CARTERET

MARTIN

BERTIE

ATLANTIC O

CEAN

GREENE

LENOIR

V I R G I N I A

S O U T H C A R O L I N A

Wilmington

Manteo

Elizabeth City

Cape Hatteras

Cape Lookout

Cape Fear

Rodanthe

Morehead

City

CAROLINA BEACH

BALD HEAD

ISLAND

ROCKY POINT

NEW

HANOVER

COUNTY

Cape Fear River

KURE BEACH

Raleigh

0 10 20

SCALE IN MILES

PAMLICO SOUND

BLADEN COUNTY

COLUMBUS COUNTY

BRUNSWICK

COLUMBUS

BLADEN

ROBESON

HOKE

M O

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LEE

CHATHAM

A L

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C E

C A

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PERSON

ORANGE

WAKE

JOHNSTON

FRANKLIN

VANCE

WARREN

NASH

SAMPSON

G R

A N

V I L

L E

WAYNE

HARNETT

BRUNSWICK COUNTY

DURHAM

C a p e a r i v e r

COASTAL STORM RISK

MANAGEMENT PROJECT

KURE BEACH

TITLE

INDEX OF DRAWINGS

DWGSHEET ID

COVER SHEET

INDEX OF DRAWINGS, PROJECT VICINITY AND LOCATION MAPS

PROJECT OVERVIEW PLAN

CONSTRUCTION BASELINE CONTROL

OFFSHORE BORROW AREA "B" BORING LOCATIONS

OFFSHORE BORROW AREA "B" EXISTING SURVEY

KURE BEACH SITE PLAN STA. 0+00 TO STA. 29+00

KURE BEACH SITE PLAN STA. 29+00 TO STA. 58+00

KURE BEACH SITE PLAN STA. 58+00 TO STA. 87+00

KURE BEACH SITE PLAN STA. 87+00 TO STA. 116+00

KURE BEACH SITE PLAN STA. 116+00 TO STA. 145+00

KURE BEACH SITE PLAN STA. 145+00 TO STA. 171+00

KURE BEACH SITE PLAN STA. 171+00 TO STA. 180+00

KURE BEACH TYPICAL SECTIONS AND TABLES

KURE BEACH CROSS SECTIONS STA. 0+00 TO STA. 30+00

KURE BEACH CROSS SECTIONS STA. 32+00 TO STA. 62+00

KURE BEACH CROSS SECTIONS STA. 64+00 TO STA. 94+00

KURE BEACH CROSS SECTIONS STA. 96+00 TO STA. 126+00

KURE BEACH CROSS SECTIONS STA. 128+00 TO STA. 158+00

KURE BEACH CROSS SECTIONS STA. 160+00 TO STA. 180+00

G001-K

GI01-K

GI02-K

GI03-K

B101-K

V101-K

CB101-K

CB102-K

CB103-K

CB104-K

CB105-K

CB106-K

CB107-K

CB301-K

CB302-K

CB303-K

CB304-K

CB305-K

CB306-K

CB307-K

KB_G001.dwg

KB_GI01.dwg

KB_GI02.dwg

KB_GI03.dwg

KB_B101.dwg

KB_V101.dwg

KB_CB101.dwg

KB_CB102.dwg

KB_CB103.dwg

KB_CB104.dwg

KB_CB105.dwg

KB_CB106.dwg

KB_CB107.dwg

KB_CB301.dwg

KB_CB302.dwg

KB_CB303.dwg

KB_CB304.dwg

KB_CB305.dwg

KB_CB306.dwg

KB_CB307.dwg

LELAND

GI01-K

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US Army Corps of Engineers

F I

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B d w g

AutoCAD SHX Text

CHOWAN

AutoCAD SHX Text

ROANOKE

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

CAPE

AutoCAD SHX Text

FEAR

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

NEUSE

AutoCAD SHX Text

C A R O L I N A B E A C H

G R

E E

N V

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D O

W R

C a r o l i n a c h r b o r

CANAL DR

W n o w s u t

S L

A K

E P

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K B

L V

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L A

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KURE BEACH

OFFSHORE

BORROW AREA B

(SEE SHEETS

V101-K & B101-K)

N F

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T F

E R

B L

V D

O C

E A

L V

S F O

R T

H E

R B

L V

FORT FISHER

AIR FORCE

RECREATION

AREA

K U

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K U

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S T

SHEET CB103-K

C A P E F E A R R I V E R

K U R E B E A C H

C A

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C H

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CAROLINA BEACH

SOUTH END

KURE B

EACH

NORTH E

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SHEET CB101-K

SHEET CB102-K

SHEET CB104-KSHEET CB105-K

SHEET CB106-K

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SHEET CB107-K

0+00

10+00

20+00

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80+00

90+00

100+00

110+00

CONTRACTOR

STAGING AREAS

SEE NOTE 5

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LEGEND

BORROW AREA

BEACH FILL AREA

APPROX. PIPELINE ROUTE

SCALE IN FEET

600 1200 2400

ARCHAEOLOGICAL/ CULTURAL

RESOURCE SITES

ARCHAEOLOGICAL / CULTURAL RESOURCE SITE NOTES

THE CONTRACTOR SHALL AVOID THE ARCHAEOLOGICAL/ CULTURAL RESOURCE

SITES IDENTIFIED ON THE PLANS. THE CONTACTOR SHALL NOT DISTURB OR CAUSE

ADVERSE IMPACTS TO THE HISTORICAL AND CULTURAL RESOURCES. TO ASSURE

THE RISK OF POTENTIAL IMPACTS TO CULTURAL RESOURCES ARE AVOIDED WITHIN

NEARSHORE AREAS SUBJECT TO PUMPOUT ACTIVITIES (I.E. ANCHOR POINTS), THE

CONTRACTOR SHALL CONDUCT SURVEYS FOR CULTURAL RESOURCES AND AVOID

ANY DOCUMENTED FEATURES OF POTENTIAL CULTURAL SIGNIFICANCE.

NOTES:

1. THE APPROXIMATE LOCATION OF THE PIPELINE ROUTE USED BY CONTRACTORS DURING PAST COASTAL STORM

RISK MANAGEMENT CONTRACTS IS AS IDENTIFIED ABOVE.

2. THE CONTRACTOR SHALL NOTIFY THE TOWN OF KURE BEACH NO LESS THAN 15 DAYS PRIOR TO

COMMENCEMENT OF PIPELINE PLACEMENT ON THE BEACH. POINT OF CONTACT WITH THE TOWN OF KURE BEACH

IS MANDY SANDERS, TOWN CLERK, PHONE NO. 910-707-2012. ALTERNATE POINT OF CONTACT IS BETH CHASE, DEPUTY TOWN CLERK, PHONE NO. 910-707-2010. AT LEAST 10 DAYS PRIOR TO PLACEMENT OF PIPE ON THE BEACH, THE CONTACTOR SHALL MEET ONSITE WITH THE CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE AND A

REPRESENTATIVE OF THE NORTH CAROLINA WILDLIFE RESOURCES COMMISSION TO DETERMINE THE EXACT

PIPELINE ROUTE.

3. KURE BEACH IS CONSIDERED SUITABLE NESTING HABITAT FOR SEA TURTLES. SEE PARAGRAPH, ENVIRONMENTAL

WINDOWS OF SECTION 01 57 19 OF THE SPECIFICATIONS FOR ENVIRONMENTAL WINDOWS AND RESTRICTIONS.

4. SAND RAMPS SHALL BE CONSTRUCTED OVER PIPE ALONG PIPELINE ROUTE AT EACH BEACH ACCESS. IN NO CASE

SHALL DISTANCE BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BURY PIPE AT

HANDICAPPED RAMPS OR VEHICULAR BEACH ACCESS POINTS.

5. THE APPROXIMATE LOCATIONS FOR STAGING AREAS USED BY CONTRACTORS DURING PAST COASTAL STORM

RISK MANAGEMENT CONTRACTS ARE AS IDENTIFIED ABOVE.

6. IMAGERY DATE: JULY 14, 2020 COURTESY DIGITAL GLOBE..

SCALE: 1" = 1200'

0+0010+0020+0030+0040+0050+0060+0070+0080+0090+00100+00110+00 120+00

130+00

140+00

: 5

+0 0.

: 5 +6

: 1

: 2

: 3

: 4

: 5

: 6

: 7

: 8

: 9

: 1

SOUTH LAKE PARK BLVD

TEN

ESSEE AVE.

O C

EAN

BLVD

TEXAS AVE

KURE DUNES

ALABAM

A AVE

K AVEN

AVEN

U E

EAST AVEN

FORT FISHER BLVD S

NC HWY 421

120+00

130+00

140+00

150+00

160+00 170+00

180+00180+00.52 PI

: 1

+0 0.

EAST AVEN

FORT FISHER BLVD S

IVER

N T R

NC HWY 421

GI03-K

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

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US Army Corps of Engineers

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NOTES

PI STATION BEARING N E

KURE BEACH - CONSTRUCTION BASELINE

PI STATION BEARING N E

KURE BEACH - CONSTRUCTION BASELINE

77+99.33 79+99.33 85+00.67 96+08.87 99+99.02

105+01.07 109+99.19 111+19.06 114+98.42 120+68.32 126+98.42 129+98.45 134+98.64 140+47.27 143+21.96 160+01.28 165+30.90 171+67.92 174+30.80 175+30.80 180+00.52

0+00.00 5+00.22 5+67.45

10+00.10 15+00.09 16+00.10 20+00.03 24+00.11 25+00.14 30+00.15 35+00.66 40+00.44 45+00.34 50+00.04 55+00.77 55+99.97 59+99.88 63+99.62 65+01.04 70+00.12 75+00.81

93,700.25 93,509.40 93,031.02 91,973.54 91,604.23 91,128.97 90,657.26 90,543.77 90,175.38 89,621.60 89,009.38 88,717.88 88,231.93 87,698.87 87,431.97 85,800.40 85,288.31 84,672.33 84,418.26 84,321.61 83,867.67

2,332,150.96 2,332,091.14 2,331,941.17 2,331,609.72 2,331,483.94 2,331,322.14 2,331,162.09 2,331,123.50 2,331,032.93 2,330,898.34 2,330,749.30 2,330,678.24 2,330,559.78 2,330,430.00 2,330,365.02 2,329,967.41 2,329,832.29 2,329,669.93 2,329,602.44 2,329,576.75 2,329,456.06

500 1000

KURE BEACH

S 18°40'20" W S 18°30'19" W S 17°23'16" W S 17°22'41" W S 17°22'44" W S 17°22'43" W S 17°27'02" W S 17°13'56" W S 17°30'00" W S 17°27'17" W S 17°17'53" W S 17°23'38" W S 17°23'47" W S 17°23'45" W S 17°23'44" W S 17°22'34" W S 17°24'18" W S 17°17'32" W S 17°22'36" W S 17°25'33" W S 17°24'53" W

S 17°24'08" W S 17°24'19" W S 17°24'11" W S 18°48'28" W S 18°48'02" W S 18°44'33" W S 18°46'55" W S 13°48'43" W S 13°39'36" W S 13°40'55" W S 13°42'00" W S 13°42'00" W S 13°41'00" W S 13°41'00" W S 13°41'45" W S 14°46'50" W S 14°45'59" W S 14°52'34" W S 14°53'21" W S 14°53'19" W

100,601.29 100,188.41 99,711.24 99,615.80 99,234.12 98,852.46 98,756.91 98,280.05 97,802.58 97,325.41 96,848.36 96,371.53 95,893.70 95,799.03 95,417.37 95,035.93 94,939.10 94,462.80 93,985.09

2,334,313.30 2,334,184.00 2,334,034.67 2,334,004.80 2,333,885.35 2,333,765.37 2,333,735.73 2,333,585.38 2,333,435.25 2,333,286.65 2,333,137.20 2,332,987.80 2,332,838.10 2,332,808.44 2,332,689.01 2,332,569.44 2,332,539.29 2,332,390.24 2,332,240.30

101,138.93 100,665.04

2,334,494.78 2,334,334.64

HORIZONTAL COORDINATES SHOWN ARE IN NORTH

CAROLINA STATE PLANE FEET, NAD83. ELEVATIONS

SHOWN ARE IN NAVD88, FEET.

IMAGERY DATE: 14 JULY 2020 COURTESY DIGITAL GLOBE.

SCALE: 1" = 500'

KURE BEACH

SOUTH END

KURE BEACH

NORTH END

FORT FISHER

AIR FORCE

RECREATION

AREA

AutoCAD SHX Text N

APPROXIMATE LOCATION OF

UNACCEPTABLE MATERIAL

(SEE NOTE 5)

B-1

B-2

B-3 B-4

B-5

B-6

B-7

333435

CBV-18

KBV-12-01

KBV-12-02 KBV-12-03

KBV-12-05

KBV-12-06

KBV-12-07

KBV-12-08

KBV-12-09

KBV-12-10 KBV-12-11 KBV-12-12 KBV-12-13 KBV-12-14

KBV-12-15

KBV-12-16

KBV-12-17

KBV-12-18KBV-12-19

KBV-12-20

KBV-12-21KBV-12-22KBV-12-23KBV-12-24KBV-12-25

KBV-12-26

KBV-12-27

KBV-12-28 KBV-12-29

KBV-12-30 KBV-12-31

KBV-12-32

KBV-12-33

KBV-12-34

KBV-12-35 KBV-12-36

KBV-12-37

KBV-12-38

KBV-12-39

KBV-12-40

KBV-12-41

KBV-12-42

KBV-12-43

KBV-12-44

KBV-12-45

KBV-12-46

KBV-12-47

KBV-12-48

KBV-12-49KBV-12-50

KBV-12-51

KBV-12-52

KBV-12-53

KBV-2

KBV-39

KBV-48

KBV-49

KBV-5

KBV-50

KBV-12-04

KBV-9

KBV-18-14

KBV-18-35

KBV-18-38

KBV-18-34

KBV-18-37KBV-18-33

KBV-18-29 KBV-18-36

KBV-18-39KBV-18-32KBV-18-28

KBV-18-27 KBV-18-31

KBV-18-30

KBV-18-26

KBV-18-25

KBV-18-24

KBV-18-21

KBV-18-22

KBV-18-23

KBV-18-20

KBV-18-19

KBV-18-18

KBV-18-17

KBV-18-15KBV-18-12

KBV-18-07

KBV-18-06

KBV-18-11

KBV-18-10

KBV-18-09

KBV-18-05

KBV-18-02

KBV-18-03

KBV-18-04

KBV-18-01

KBV-18-08 KBV-18-13 KBV-18-16

B101-K

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

C O

O R

M R

N A

K U

R E

R C

O U

O R

SHEET ID

U .S

. A R

M Y

C O

O F

R S

N D

N G

N U

E W

, N O

N A

D R

G C

O D

US Army Corps of Engineers

-0 3-

2P M

O C

RTA

C O

N C

(C U

CUI

L O

S O

O R

R R

O W

A R

dw g

SCALE: 1' = 500'

500 1000250

NOTES:

1. HORIZONTAL DATUM NAD 1983 NORTH CAROLINA STATE PLANE

2. VERTICAL DATUM MLLW; +2.65' MLLW = 0' NAVD 88.

3. BORINGS SHOWN ON THIS DRAWING ARE THE MOST CURRENT VIBRACORE LOCATIONS. THIS DRAWING DOES NOT INCLUDE ALL HISTORICAL BORINGS OR BORINGS COMPLETED AT DUPLICATE LOCATIONS.

4. SEE APPENDIX A OF THE SPECIFICATIONS FOR BORING LOGS OF BORINGS SHOWN ON THIS DRAWING

AND ADDITIONAL HISTORICAL BORINGS.

5. DURING PAST DREDGING OPERATIONS, UNACCEPTABLE MATERIAL WAS ENCOUNTERED WITHIN THE

GENERAL AREA OF ZONE B-7 AS SHOWN.

6. THE CONTRACTOR SHALL SELECT ONE OF THE IDENTIFIED ZONES AND BEGIN DREDGING IN THAT AREA. UPON DEPLETION OF SUITABLE MATERIAL WITHIN THAT ZONE OR WHEN DIRECTED BY THE

CONTRACTING OFFICER, THE CONTRACTOR SHALL PROCEED TO DREDGE IN ANOTHER ZONE.

7. SUITABLE MATERIAL IS ANTICIPATED IN ALL ZONES EXCEPT IN THE AREA SHOWN WITHIN ZONE B-7

WHERE UNACCEPTABLE MATERIAL WAS ENCOUNTERED DURING PAST DREDGING OPERATIONS. THE

CONTRACTOR SHALL AVOID DREDGING WITHIN THE IMMEDIATE AREA WHERE THE UNACCEPTABLE

MATERIAL WAS ENCOUNTERED AS SHOWN.

8. THE DREDGING SHALL BE ACCOMPLISHED SO THAT THE MOST SUITABLE MATERIAL AVAILABLE FOR BEACH RENOURISHMENT IS PLACED WITHIN THE PRESCRIBED SECTION. THIS MATERIAL SHOULD BE PREDOMINATELY OF SAND (SP, SP-SM) GRAIN SIZE WITH NO MORE THAN 10% BY WEIGHT PASSING THE NO.230 SIEVE. SHOULD THE MATERIAL BEING PLACED ON THE BEACH CONTAIN AN EXCESSIVE AMOUNT OF SILT AND CLAY THAT EXCEEDS THE 10% BY WEIGHT PASSING THE NO. 230 SIEVE AND CONSIDERED NOT SUITABLE FOR PLACEMENT ON THE BEACH, THE CONTRACTOR SHALL MOVE THE DREDGE TO A MORE SUITABLE LOCATION WITHIN THE BORROW AREA AND NOTIFY THE CONTRACTING

OFFICER OF THE LOCATION OF THE UNSUITABLE MATERIAL WITHIN THE BORROW AREA.

9. FOR THE BORROW AREA B SURVEY INFORMATION SEE SHEET V101-K.

TABLE 1

ELEV. OF DREDGING LIMITS

PT.

NORTHING

111,002.6

111,696.6

111,977.5

112,983.8

113,225.1

113,124.0

112,859.5

112,563.2

111,785.0

111,364.3

111,097.7

110,880.7

110,502.8

109,000.3

108,293.0

107,960.7

107,515.1

107,602.8

107,345.1

106,926.6

106,207.1

105,529.2

105,673.0

106,272.2

106,513.5

107,258.5

107,977.9

108,292.5

108,955.9

109,513.3

108,530.3

108,643.8

108,460.5

108,479.2

108,502.3

108,628.4

108,894.1

109,176.2

110,045.5

110,390.6

109,609.1

111,367.3

110,412.2

109,610.8

108,295.3

EASTING

2,341,108.0

2,341,381.1

2,341,711.1

2,343,986.0

2,344,962.5

2,345,470.8

2,345,500.5

2,346,637.7

2,347,373.9

2,347,379.5

2.348.739.1

2,349,839.8

2,350,664.9

2,352,015.5

2,352,499.8

2,352,719.4

2,352,330.5

2,351,070.3

2,350,752.2

2,350,695.9

2,350,750.4

2,350,557.6

2,349,425.9

2,348,751.7

2,348,473.3

2,348,291.1

2,347,697.7

2,347,640.2

2,347,509.7

2,347,018.3

2,346,013.3

2,343,980.1

2,342,997.5

2,342,639.9

2,342,136.0

2,341,756.3

2,341,549.2

2,341,382.9

2,341,123.6

2,342,651.3

2,342,647.3

2,345,492.1

2,345,483.6

2,345,505.0

2,342,639.9

B-1

B-2

B-3

B-4

B-5

B-6

B-7

-41.35'

-35.35'

-43.35'

-45.35'

-48.35'

-42.35'

-44.35'

DREDGE

ZONE

ELEVATION

MLLW

SUITABLE MATERIAL BORROW AREA

BOUNDARY COORDINATES

INTERNAL BORROW AREA ZONE

BOUNDARY COORDINATES

APPROXIMATE LOCATION OF

UNACCEPTABLE MATERIAL

(SEE SHEET B101-K)

B-1

B-2

B-3 B-4

B-5

B-6

B-7

-35

-30

-3

-35

-40

-30 -30

-3

-30

-25

-30

-35

-3

-30

-4

-40

-4

-40

-25

-30

-35

-30

-40

-26 0 -26 8

-27 5 -28 0-28 5-29 0-29 3-29 5

-29 2-29 3-30 2-316 -32 1-32 9-33 1-34 0-33 7-33 2

-32 9 -32 5-32 1

-317-316-30 8 -30 3

-29 9-29 6 -29 2

-28 8 -29 5

-30 9-33 3-33 8-32 5-33 4-34 1 -34 1

-33 9-33 6-34 2 -33 6

-32 7 -32 2

-32 0 -317-310-29 6

-28 6-28 3-28 4-28 6-29 1-29 2 -30 0-30 5

-30 8 -311-318-32 2-32 3-33 2

-33 8 -34 9

-35 7-36 2 -36 2-36 6

-36 4-37 1 -37 1

-37 2-38 1 -38 4

-38 0-38 1-38 2-38 5-39 3-39 9 -40 5-40 6

-40 3 -39 8

-39 4-39 6-39 2 -39 4-39 9

-40 4-40 6 -40 8

-40 5 -40 9-40 9-40 2-39 6

-39 5 -39 0-38 2

-37 5 -36 5-37 2-36 4-35 9-36 1

-37 1 -37 3-37 9-39 7

-410 -42 2

-42 3 -419-417-40 9

-40 4-40 8-417 -411

-410 -41 4-418-419

-42 4 -42 4

-42 7-42 2 -418

-410-42 1 -415

-412-413-40 7 -40 5-40 2-40 4-40 2-39 8

-39 7-39 6 -39 4

-39 9 -40 9-40 9

-41 4 -41 4

-419-42 0-42 7-42 5

-417 -42 1

-42 2-42 8-42 4 -411

-40 1-40 2-40 9-41 4 -41 2

-417-419-42 0-42 5-419-42 4 -41 4

-410 -411

-40 8 -411

-40 9 -41 6-42 1

-41 4 -410

-413 -418-418-42 2-42 5-42 0-415-417

-411-41 4 -42 2-40 9-38 6-36 5

-36 0 -35 6-36 1-36 5-37 1-38 6

-38 4-39 8-411 -413

-40 9 -40 8-40 5

-40 0-40 2-40 3 -39 7-38 5-39 1

-39 3-39 5 -39 8-40 0

-40 4 -40 9-41 4

-415-40 5-40 1 -39 9

-38 3-37 5-38 1-37 4 -36 3

-35 9-36 1-35 3-35 6-35 9-36 1-35 8-35 1-35 3-35 8 -35 8

-34 8 -32 7

-312 -315

-32 0 -319

-30 7-29 5-29 8-30 3 -29 4-310-32 5

-32 5-318-32 3-33 1-33 9-34 4 -34 1

-34 2 -32 7-30 0-311

-32 0-30 6-28 8-27 6-28 0-28 9 -28 6-27 9

-28 2-29 2-30 2 -30 6

-29 9-30 4-319-32 6-32 7 -316-32 6-34 2

-33 7 -33 6

-33 7-33 5 -32 9-32 3

-317-31 6-30 8-29 2 -28 8-27 8

-26 9 -26 1

-25 8-26 2 -26 8-27 3-29 3-30 6-30 9-315

-32 4-33 2 -33 2-33 6

-33 7-34 0 -33 8

-33 6 -33 2

-32 9 -32 3

-32 1 -317

-31 2-310-30 8-30 4-30 0 -29 4

-29 1 -28 7

-28 4 -28 1

-27 8 -27 6-28 1

-29 1-31 4-33 2-34 0-34 5 -34 0-313-30 8

-30 6 -29 5

-29 7 -29 4

-29 3 -29 6-30 0-30 4-310

-316-32 1-32 3 -317-32 2

-32 9-33 8-34 7-35 6-35 9 -35 9

-35 6 -35 7-35 9

-36 3 -37 2-38 3-39 3

-40 0-40 5-411 -41 2-416

-413-418 -413

-40 8 -40 6

-40 5 -39 7

-39 5 -39 7

-39 9 -39 8

-39 6-39 8 -40 5-410-41 2

-415 -415

-410-40 4-40 1-40 2 -40 2

-39 2-39 0-38 8-39 6-39 2 -40 9-410-42 0-418-42 0-41 4-42 6-42 8-42 9

-42 4 -42 6

-42 7 -43 2

-413 -413

-411 -419

-419-416 -417-419

-42 2 -42 6-43 3

-43 7-44 2-43 6 -43 1-42 5-418

-411 -40 7-40 7

-410 -42 3-42 8-419

-42 4 -417

-41 2-42 2-42 3 -40 8

-40 2 -39 0

-39 8-40 3-411-413-419 -42 0-40 2

-38 5 -39 5

-42 2-42 6-418-410 -416

-418-416 -40 2-41 2-419-42 6

-42 9-42 6 -419

-42 9 -43 5-43 2-42 4

-43 2-43 5 -43 2

-42 2-416-411 -411

-40 4 -41 2

-40 0 -40 3-410

-419 -41 2-40 6-40 3-40 7

-416 -40 8

-40 3 -39 4

-39 0 -39 2

-39 5 -39 8

-40 1-40 2-40 9-410-41 4 -419-42 2

-413 -40 4

-39 6 -39 3

-39 2 -38 3-37 8-37 3-38 4

-37 8 -36 7-37 6

-37 4-36 4-35 1-35 1-35 7 -35 4-34 7

-34 5-33 7-32 7 -32 2

-31 4 -30 6-30 5

-30 2 -29 9

-29 5 -28 5

-27 7-28 0-28 0 -27 8-28 2-28 7

-28 3 -28 2

-27 9-27 7-27 8-28 5-29 3 -29 4

-28 4 -29 5

-30 8 -30 9-30 6-313-32 4

-32 6-32 0-32 6-33 3-33 6 -33 9-32 6-33 4

-34 0 -34 0

-33 9-33 5-34 1-34 7-34 7-33 5-32 3-30 8 -30 9-29 8-28 5

-29 3 -30 8

-315 -32 1

-32 7-33 5-33 9-34 2-34 3 -34 0-33 5

-33 3-33 0 -32 2-32 2-32 2-32 6

-33 0 -33 1

-33 3-33 4-33 2 -32 8

-32 5-32 1-317-31 2 -30 8

-30 1 -29 7

-29 3-29 0 -28 6

-28 4-28 3 -27 9

-28 0-28 2-28 3-28 4 -28 7-29 1

-29 4 -29 6

-30 1-30 6-30 8-316 -311

-316-32 4-32 9 -34 1

-34 4-35 5-35 8-35 9-36 7 -37 3-36 6

-36 1 -35 8

-35 2 -35 7-36 4-36 7-37 8

-37 6-37 3 -37 5

-38 0-39 3-40 0-40 6 -41 2

-40 8 -40 8-40 2

-40 2 -40 6

-40 8 -40 7

-40 3 -39 6-39 8-40 5-40 7-40 2

-39 7-40 1 -39 8-39 2

-39 6 -40 6

-40 4-410 -410

-40 7-413-40 2 -40 5

-40 4-40 6 -413-415

-418-42 1-43 0-42 5 -42 5-43 4

-42 0 -42 0

-42 4 -418

-41 6 -416-40 8

-39 4-37 8 -37 2-38 4-39 2

-39 2-39 5-40 3 -40 8

-411-41 4 -416

-410-42 1-42 3-418-42 3

-41 4 -413

-40 7 -39 9

-39 2-39 3 -39 4

-38 3 -38 5

-38 7 -37 9

-36 9-36 2-36 5-37 7 -39 2-39 6-39 4-39 6-40 2-413-42 1

-42 5-416 -410-419

-41 4-410 -39 8

-40 7 -418

-42 3 -42 2-40 8-41 2-42 0

-417 -410

-415 -411

-40 4-40 6 -40 1-40 5-39 3-38 8-39 3-39 4-39 8-40 6

-40 9 -40 8-415

-41 4 -417

-413 -413

-40 7-40 9-39 8-38 4-37 4-38 0-38 2-37 5-37 6-38 7 -39 1-38 1

-37 4 -37 1

-36 8 -36 8

-37 0 -38 1

-38 5-37 8-36 9-36 5 -35 5

-34 5-33 8 -33 1

-32 2 -31 4-30 8-30 4

-30 2 -29 0-28 3

-28 8-30 1-310-310 -30 0

-28 3-28 8-29 9-30 2 -29 6

-28 5-29 2-30 4 -30 7-30 1-30 7-31 2-32 2-32 6-33 4

-34 1-33 7-33 1-33 6 -33 0

-32 8 -32 3

-32 1-32 6-33 0-32 3-32 7 -33 6

-33 2-33 9-34 7

-33 2-34 5-34 7-35 5-35 5 -34 8

-34 5 -34 1

-33 6 -33 2

-33 2 -33 4

-33 6-33 4 -33 6-33 7

-33 3 -33 4-34 1-34 2-33 6

-33 1-32 3-319 -315

-312 -30 9

-30 5 -30 6

-30 6 -30 7

-30 6 -30 8

-29 8 -30 4

-30 3-30 5 -30 7-30 8-30 9

-311-316 -32 2-32 8-34 1

-35 3 -36 9

-37 5 -38 1-38 5-39 4

-39 4 -38 6

-38 3 -38 5-38 9-39 3-39 8

-40 1 -39 2

-38 6 -38 2-37 9

-37 3 -37 8-37 4

-37 6 -37 8

-38 6 -38 9

-39 3-39 4-39 8-39 7 -40 0-40 4-40 2

-39 5-39 4 -39 4

-39 4-39 8-40 5 -40 9-41 2

-418 -40 9

-42 2 -411

-413-40 5-40 9 -40 5

-40 1-40 1 -40 1-39 8

-39 7 -40 0-39 9-39 3-37 8

-38 1 -38 6-38 9-39 1-39 7

-39 2-39 7-40 0 -39 8

-38 8-39 3-40 1-40 7 -40 5-39 7-40 1-39 5

-39 3-40 0 -39 9

-39 2 -38 7

-38 7-38 0-38 2-38 8 -38 4-37 4

-37 9-38 6-39 0-38 3-37 1 -37 4-38 2-38 4

-37 8-39 2 -40 2

-39 5-38 5-38 5 -38 4

-37 9 -37 0

-36 3-37 3-38 3 -38 5-38 0-39 0-39 4

-38 3-36 9 -35 8

-35 9-35 9-34 8-33 7-34 6 -34 1

-33 6-33 0 -33 3

-33 7 -33 0-32 6

-319 -312-310-31 2-316

-32 3 -316-30 4-30 8-32 0-32 9-32 6

-33 0-315-319-33 3-33 8 -32 4-33 6-35 3

-34 9 -33 7

-32 6-33 0-33 6 -33 9-33 1-32 5

-32 7-33 0-33 7-33 2 -32 8

-33 0-33 4 -33 3

-33 8 -34 2

-34 3 -33 7

-33 1 -33 0

-32 7 -32 4-32 6

-32 3-32 3-32 4 -32 7

-33 1 -33 3

-33 0 -32 7-32 8

-33 1 -32 9

-33 8-34 4-35 2-35 8-36 8-36 9 -36 6-36 8-36 6

-36 3 -36 5

-37 0 -37 9-38 2-38 6-38 5-38 7

-38 9-39 3-39 1 -39 3

-37 6 -37 5

-38 1-38 9-39 3-39 5 -39 8-39 8-39 2

-38 2 -38 0-38 4

-38 8 -38 4

-38 2 -38 3

-38 4 -38 3-38 3

-38 1 -37 8-37 9

-37 9 -37 9

-38 2-38 5-38 7 -39 1-39 4

-39 5-39 6-39 4

-38 3-39 4 -39 8

-39 7-38 6-39 1 -38 4

-38 9 -37 9-38 1-38 5

-38 3 -37 8

-38 2-39 1-38 0-38 5 -38 5

-39 3-38 7 -38 4-39 0

-38 3-39 0 -39 2-38 9-39 5-39 7-38 9

-38 2-37 2-37 9 -38 0-37 1-35 9-36 7

-37 7 -37 2

-36 4-36 9-37 4 -37 3-36 7-37 0

-37 8 -37 6

-38 6 -39 0

-38 1-36 3-35 2-34 4 -34 0-33 5-32 6-32 1-32 2

-315 -310-311

-30 8-30 0 -30 6

-311-316-317-32 5-33 4 -33 6-33 7

-33 4-33 5-33 5-34 2-34 3-34 0 -34 4

-34 3 -33 3

-33 4-33 8 -34 0

-25 3 -26 2-26 6

-27 0-28 5-29 7-30 3 -310

-315 -32 1

-32 4 -32 5

-32 0 -312-30 7-30 4

-29 6 -29 3

-29 2-29 6-30 5-33 0 -34 6

-34 3-34 1-34 5-35 4 -35 7

-35 9-35 3 -35 4

-34 5-33 7 -33 3-34 5-35 8-35 8

-33 9 -319-28 9-28 3-28 8-29 4-30 1

-310-318 -32 5-33 2-33 8-34 5-34 9-35 5

-35 8 -36 2-36 7

-37 2 -37 2-37 6

-37 2 -37 7

-37 3 -36 8-36 5-37 2-36 7-36 9

-37 0 -37 6-38 0

-38 3 -38 6

-38 3 -38 3-38 3-38 3

-38 4-37 9 -39 5

-40 3 -413-415-42 0

-42 1-42 1 -415

-411-39 5 -38 6

-38 2-37 3 -37 3-37 9

-37 9-37 9-37 8-38 4 -39 3

-39 7-39 4-40 4-416 -43 0

-43 1-42 7 -418

-40 6 -411-41 2

-40 8 -40 4

-40 8 -40 8

-40 8 -40 6

-40 1-40 3-39 8 -40 2

-40 0 -39 7

-39 7 -39 7-39 8

-39 9 -39 8

-39 8-39 7

-39 5-39 0-39 2 -38 3-38 8-39 4-39 6

-39 3 -39 4

-39 4-38 8-38 9-39 7-40 2-38 9-38 5 -38 0-38 4-38 2

-38 6 -39 9-40 8

-40 1-40 8-413-42 6 -42 5-41 4-40 8

-40 9 -40 1

-37 3 -36 3-36 8-37 3-37 4-37 6

-37 9 -37 7

-38 2 -38 5

-39 0-39 6-40 1 -39 7-38 9-40 5-42 1

-42 6 -418-42 0-42 9

-42 2 -40 9

-412-410 -40 6

-40 2-40 7-410 -412-411-40 7

-40 2 -40 1

-39 6-39 1-38 1-37 5-37 2 -36 6-35 8-35 6-36 5

-36 9-38 2 -38 7

-38 6 -38 7

-38 8 -38 7-36 9-36 2

-36 4-35 1-34 1-34 3 -33 7-32 9

-319 -312-30 8-30 2-311-33 3-34 6-34 6

-34 6 -34 2-33 3-32 6-33 4-35 0

-36 5 -35 5

-35 1 -35 6-36 3-36 4-36 6-35 8-35 1-35 2

-35 4 -35 7

-35 7-34 5-33 0 -30 7-29 7

-30 3-311 -313

-31 4-32 2-32 9 -33 0-32 3

-31 4 -30 7-29 3

-28 5 -28 6

-28 5

-27 3 -27 9-29 5

-30 3 -30 8-313-317

-32 2 -32 4

-32 4-317-311 -30 4-29 7

-28 8-28 5-28 7-30 2-318 -33 2

-33 0-34 5 -35 3

-35 2 -34 6

-35 2-35 9 -35 6-34 9-36 2

-37 0-36 8 -36 1-33 6-30 9-29 1

-28 5-29 0 -30 2

-311-318-32 8 -33 0-34 3-34 7-35 3

-35 4 -34 8-34 6

-35 2-36 1-36 1-37 0-37 4 -37 5-37 6

-36 8-36 5 -36 2-35 7-36 6-37 4

-38 4-39 6-40 2 -40 5

-40 9 -41 4-42 2-417

-411 -42 2

-42 5 -42 4

-42 5-42 7-42 8-42 5-42 9 -43 1-43 4

-42 6 -419-40 6

-40 2-38 6-39 0-37 9 -37 7

-37 1-37 7-36 6 -36 1

-35 8 -35 7

-35 3 -35 3

-35 7-36 2-36 2-37 1-37 5-38 1 -39 0

-40 3 -410

-40 6 -411-411

-410-40 4 -39 8

-40 2 -40 6

-410-39 7-38 9 -38 5

-38 4-38 7-38 7-38 7 -38 4

-38 4-38 7-38 2 -38 8

-38 4

-38 4-40 1-38 7 -39 1

-39 6-39 8 -38 6

-38 7 -39 2-38 2-37 9-38 1-38 1-38 5

-38 7 -38 3

-39 1 -40 4

-40 0-40 6 -40 5

-39 7-40 4 -40 2-38 6

-38 8 -38 4-38 5-38 2-36 9-37 6

-37 8-36 4-37 0-37 8-37 0-36 5 -37 1

-36 3 -36 4-36 1-37 1-36 2

-36 3 -37 4

-37 4-37 7-39 5 -40 0-40 7-42 4-42 7

-43 5 -43 5

-43 1-43 3-43 3-42 7-42 8 -42 3

-42 2-413-416-410-39 6-38 9 -38 5

-39 0 -39 2-37 9-37 2-36 4-36 4

-36 1-35 5-36 3 -37 0

-36 7 -35 4-34 4

-34 6-34 0 -33 5-33 7-34 4-34 1-33 9

-34 4 -35 0-34 7-34 1-32 9-32 6

-32 6 -313-30 0-29 4

-29 0-28 0-26 8-27 2-29 2-32 4-34 2 -33 5-34 1-34 9-35 4

-35 0 -34 1

-32 1 -32 6-33 4

-32 9-31 4-28 8-27 2 -26 9-27 6-29 2

-30 3 -29 9

-30 7 -32 4

-318-32 1-32 8-32 0-315-315-310-30 3 -29 9

-30 6 -30 7

-310 -31 4-318-32 0

-32 2 -32 4-32 1

-318-31 2-30 5-29 5 -28 6

-27 6-27 2-26 7 -26 1

-25 7-26 4-28 3-315-32 7 -32 2-30 5-28 7

-27 4 -26 3

-26 4-26 8-27 5-28 0-28 4-29 2 -30 1-30 4

-315-32 3-32 8-33 5-34 3-33 9-34 2-33 7-33 6 -33 4

-33 0 -33 0-33 0-33 0

-33 0-33 7 -34 2

-35 1-35 9-36 7-36 8 -37 4-37 9-38 0

-38 3-38 7 -38 6-39 3-39 9

-40 0-40 4-40 5 -40 6-40 6

-40 7 -41 2

-416 -419

-418 -418

-418 -419

-41 4 -40 8

-40 6 -40 0-38 5

-38 7-38 2 -37 9

-37 6 -37 6-37 4-37 0-37 8-38 1-38 0-38 2

-38 9 -39 4

-39 2-38 8 -39 1

-39 4 -38 9

-38 6-38 0-37 5-37 8-37 4 -38 7

-39 2 -38 5

-38 7 -39 5

-40 7 -40 2-39 7-38 9

-40 1 -40 4-39 8

-39 1-39 1-39 4-40 6 -411-40 4

-40 5 -39 5

-39 9-40 3-39 7 -39 1

-38 4 -37 9

-37 5-37 1 -37 5

-37 2 -37 8

-38 2-39 0-38 6 -38 7-38 9

-39 7 -40 4-39 8-39 2-39 7-40 3

-39 9-39 3-39 3 -39 3

-39 1-38 7 -38 3-38 8

-38 3 -38 5

-39 2 -40 2

-40 9 -40 6-411-415

-410-40 5-40 1-40 5 -40 6-40 2

-39 8-40 3 -39 9-39 2-39 8

-40 2 -39 0

-38 4-38 7 -38 7-38 5-38 5

-38 4-38 5-37 7-38 6-38 8 -38 8

-38 8 -38 9

-39 3 -39 5

-39 6-410 -40 5-40 1-40 5-411

-413 -41 4-40 3-40 8-410

-39 8-38 9 -38 3

-38 1 -37 7

-37 7 -37 8

-37 3-36 7 -36 5-35 8

-34 5-33 6-33 5-33 7-33 8-33 0-32 3-319 -32 0

-32 4-32 8 -32 1-32 4-31 4-32 4

-33 1 -33 3

-33 2-32 4-32 0 -31 2-30 1-29 4

-29 0 -27 8-26 7-25 9-26 3-27 0-26 8

-25 6-23 9-24 6-25 8 -25 4-25 3-25 1

-25 4-26 5-27 5 -27 7

-28 6-29 3-29 9-30 6-31 4-319 -32 4-32 8

-32 3-313 -30 8

-310-29 6 -30 2

-30 4 -30 9-311-31 4-318

-32 0 -32 3

-319 -31 4-30 6-29 8-28 9

-28 0 -27 4-26 5-26 0

-25 6 -25 2

-24 8 -24 8-25 0

-25 2-25 6 -25 8

-26 4 -27 2-27 7-28 7

-29 8-30 2 -31 2

-317 -32 2-32 7-32 7-32 3-32 3

-32 7-32 4 -32 0-32 2-319-32 1-32 2-32 5

-33 0 -32 9-33 1

-33 7-34 0 -35 0

-35 6 -36 3-36 8

-37 8-38 3-37 9 -37 8-38 0

-38 2-38 4-39 1 -39 5

-39 7-40 0-39 9 -39 7

-39 4-39 4-39 9-39 0 -38 7

-37 9 -38 7-39 8-39 4

-40 0 -39 8

-39 5-39 1-39 2 -38 9-39 4-38 8

-38 8 -39 0-39 3

-39 8 -39 8

-40 1-40 1-40 2 -40 4

-40 5 -40 7-40 8-39 9

-40 3 -40 4-40 1-39 8

-39 0-38 2 -37 7

-37 7 -37 6-38 0

-37 3-37 6 -37 0

-38 5-38 8 -39 1

-39 9-39 6 -39 4

-39 3 -39 3

-39 3 -38 7

-38 3-38 1 -37 9-37 4

-36 9-36 8 -37 8

-38 0-38 2-38 9

-38 7 -40 8

-39 9 -39 1-38 6

-38 3 -38 9

-38 2 -38 0

-38 3-38 7 -38 1-39 7

-39 6 -39 4-39 7

-39 8-40 3-39 8-39 4-39 8-40 9-39 9 -39 3

-39 8 -40 9-410-411-40 8-39 8

-39 3 -39 3-39 6

-39 2 -38 8

-39 4-40 2-40 7-413 -410

-40 6 -40 8

-40 0-40 5 -40 6

-40 8-40 2 -39 8-40 1-39 6-40 2

-40 4 -40 1

-39 6 -39 3

-39 6 -39 7

-39 9-39 2-39 3 -39 5

-39 1 -38 7-38 3-38 8-39 8

-39 4 -38 8-37 9

-38 7-39 2-40 1-40 3 -40 2

-38 9 -38 1

-38 4 -38 8-38 2

-37 8-37 3 -37 8

-37 7 -36 5-36 2-35 3

-34 8-33 9 -33 2

-32 5-32 7-32 0-312-315-319-32 1-32 3 -317

-31 2 -318-32 2

-32 6-32 8-33 2 -33 5

-32 7 -319-312-30 8

-30 1 -29 3

-28 3 -27 3-26 5-25 7

-25 3-25 6-26 2 -26 2

-25 6-25 2-25 9-26 6-27 2-28 0-28 9-29 8-30 7-315-32 6 -33 1

-32 3-31 4-30 7-30 7

-30 8 -313-315-315-318

-32 2 -316-30 9-29 8

-28 8 -28 4

-27 7-27 2-26 6 -26 6

-26 8 -27 1

-27 6-28 0-28 6-29 5-29 6 -30 2

-313 -317

-317 -315-310

-30 3 -30 0-29 5

-28 7 -28 5

-28 4-28 7 -28 9-29 2-29 6-30 0-30 4-315

-32 2-32 7 -33 8

-34 2 -34 4

-34 9-35 6-36 4-36 9 -37 4

-37 3 -37 4

-37 4 -37 4-38 1-37 7

-38 0-38 3 -38 9-39 4-39 8

-39 9 -39 8

-39 0-38 8-39 8 -40 5-39 8

-40 0 -39 9

-39 3 -39 0-40 0

-39 8 -39 3

-39 1-38 8-39 2-38 5-38 1-38 0 -37 6

-37 4 -37 6-37 9

-37 9 -37 9-38 3-38 9

-38 8 -38 7

-38 7 -38 9

-39 7-40 9-413-415-42 0-42 1 -42 3

-419 -419

-42 2 -42 1

-416 -410

-40 9 -40 4

-410 -413

-415 -410

-40 3-39 4 -38 9

-39 0 -38 6-38 8-38 0-38 3

-38 9 -39 7

-40 3

-40 0-39 9-411 -39 8

-39 2 -38 7

-38 1 -37 6

-38 9 -38 6

-39 5-40 7 -40 8

-40 4-415-42 7-42 1-40 8 -41 4

-413-40 6 -40 1-413-40 9

-40 8 -40 9

-410-416 -40 7-39 9

-39 4-39 2-38 1 -38 2-38 6

-38 4-37 3-36 9-36 4 -36 9-36 4-36 3-35 8-35 2-36 0

-37 1 -37 8

-37 4 -38 0-39 4

-413-39 8-39 4-41 4-42 3 -42 3

-417 -39 9-40 6-39 8-40 2

-40 5-41 2-40 7 -39 9

-40 4 -40 4

-39 7-39 2 -39 2

-38 4 -38 3

-38 8-38 3-37 7-37 5 -37 4

-37 3 -37 3

-37 8 -37 3

-36 5-35 4-35 1-34 5-34 4-33 6-32 8-32 9 -33 0

-319-310-30 8-30 0 -29 2

-28 6-28 4 -28 4-27 9

-27 5-27 8 -27 5-28 6

-28 9-29 4-29 5-29 2-29 4-29 0 -28 8-28 9-28 9

-29 3 -28 8

-27 9-26 9-27 5-28 3-28 9 -29 3-29 5-29 1-30 0-30 9-319-311

-313 -30 3

-29 4-29 1 -28 8

-28 6 -28 2

-28 0 -28 2-28 4

-27 6 -27 8

-27 9 -27 9-28 1

-27 9 -27 2-27 1-26 7

-26 6 -27 1

-27 4-27 6 -27 7-28 6-29 0-29 6-30 0-30 5-310

-312 -315

-32 1-32 8-33 4-33 9-34 3 -34 7

-35 4-36 5-37 4 -37 8-37 4-36 9-36 2-36 4

-36 0-35 1-35 2-35 8 -35 5

-34 6-34 2-34 1-33 6 -32 9-319

-315 -29 8-28 8-29 0

-28 5-27 5-26 7 -26 9-27 4-27 9-28 1-27 8

-27 5-26 5-27 0-27 6 -27 4

-28 9-28 6-27 7-27 9-29 0-29 4 -30 2

-26 5 -26 2

-25 9-25 4-26 2 -25 8

-25 8 -27 3-27 8

-27 5 -26 9-26 6

-26 1-26 1-26 2 -26 2-26 8-27 4-28 2-28 7

-29 4 -30 1

-312-32 0-32 8-33 3-33 8-34 3-34 5-35 1

-35 3-35 4 -35 0

-34 2 -33 5-33 3-33 0-32 1

-31 2 -30 7-29 5-28 5-27 7-27 0-26 3-25 5

-24 9 -23 8

-23 5 -23 4

-23 3 -24 2

-24 8 -25 1-25 8-26 5

-27 3-28 0-28 5-29 5 -30 3

-30 8-31 4-32 0-32 5

-36 0 -36 2-35 4-35 8-34 8

-34 6 -34 0-34 1-33 9-34 3-34 3

-34 4-34 5 -34 3

-34 4-34 0 -34 4

-34 3 -34 7-34 7-34 5

-34 4-34 4 -34 3

-34 1 -33 9

-33 4 -33 0-33 0-32 6-32 4

-32 3 -32 6-32 7-33 1

-33 0 -32 8-33 0

-33 1

V101-K

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

C O

O R

M R

N A

K U

R E

R C

O U

O R

SHEET ID

U .S

. A R

M Y

C O

O F

R S

N D

N G

N U

E W

, N O

N A

D R

G C

O D

US Army Corps of Engineers

-0 3-

2P M

O C

RTA

C O

N C

(C U

CUI

G R

U R

R E

R O

W A

dw g

NOT TO SCALE

WIDTH

DREDGING LIMITS

EXISTING

BOTTOM

ASSUMED

5H:1V

ASSUMED

5H:1V

VARIES

NAVD88

SEE TABLE 1

EL. VARIES

TYPICAL SECTION 0

SCALE: 1' = 500'

500 1000250

NOTES:

1. HORIZONTAL DATUM NAD 1983 NORTH CAROLINA STATE PLANE FEET.

2. VERTICAL DATUM NAVD 88; 0' NAVD 88 = +2.65' MLLW.

3. PROJECT SURVEYED WITH DISTRICT SURVEY VESSEL "POTTER" USING RTK GPS

HORIZONTAL POSITIONING EQUIPMENT AND 200 KHZ SOUNDING EQUIPMENT.

4. DATE OF SURVEY: 27 APRIL 2021.

5. TIDE GAGE LOCATION: INLET WATCH MARINA

6. FOR ADDITIONAL INFORMATION RELATED TO BORROW AREA B INCLUDING

COORDINATES AND BORING LOCATIONS, SEE SHEET B101-K.

TABLE 1

ELEV. OF DREDGING LIMITS

ELEVATIONS OF TIDAL DATUMS REFERRED TO

MEAN LOWER LOW WATER (MLLW) ARE AS FOLLOWS:

MEAN HIGHER HIGH WATER (MHHW)

MEAN HIGH WATER (MHW)

NORTH AMERICAN VERTICAL DATUM-1988 (NAVD)

MEAN TIDE LEVEL (MTL)

MEAN SEA LEVEL (MSL)

LOCAL MEAN LOW WATER (MLW)

MEAN LOWER LOW WATER (MLLW)

= 4.60' = 4.25' = 2.65' = 2.20' = 2.10' = 0.15' = 0.00'

B-1

B-2

B-3

B-4

B-5

B-6

B-7

-44'

-38'

-46'

-48'

-51'

-45'

-47'

DREDGE

ZONE

ELEVATION

NAVD88

P I

0+00

1+00

2+00

3+00

4+00

5+00

6+00 7+00

8+00 9+00

10+00 11+00

12+00 13+00

14+00 15+00

16+00 17+00

18+00 19+00

20+00 21+00

22+00 23+00

24+00 25+00

26+00 27+00

28+00 29+00

O C

S O

O L I

FIRST AVENUE

T E

N N

E S

S E

V E

N O

R T

A R

O L I N

V E

HWY.421

T E

S S

U M

E D

S L

O P

S S

U M

E D

S L

O P

MHW

CONSTRUCTION BERM +5.5 (NAVD 88)

-5

-1

-15

-5

-10

-15

-20

CB101-K

S T

T A

K U

L A

K B

B d w g v

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

SCALE: 1" = 100'

MHW

EXISTING CONSTRUCTION BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

BEACH FILL (NEW WORK)

LEGEND

200100 0 50

NOTES:

1. HORIZONTAL DATUM IS NAD 83 AND VERTICAL DATUM IS NAVD 88.

2. EXISTING BEACH SURVEY BY NEW HANOVER COUNTY IN MAY 2020 AND JANUARY 2021.

3. FOR OVERALL SITE MAP SEE SHEET GI02-K.

4. THE WIDTH OF THE CONSTRUCTION BERM IS DEPENDENT UPON THE PROPORTIONAL QUANTITY OF SAND TO BE PLACED

AT THE TIME OF CONSTRUCTION. THE WIDTH OF THE CONSTRUCTION BERM MAY BE ADJUSTED DURING CONSTRUCTION

BASED ON THE CONTRACT BEACH PROFILE SURVEY AND THE SLOPE OF THE MATERIAL DURING PLACEMENT.

5. THE CONSTRUCTION BERM SLOPE IS DEPENDENT UPON MATERIAL PROPERTIES AND WAVE ENVIRONMENT DURING PLACEMENT.

5. THE BORROW SOURCE SHALL BE OFFSHORE BORROW AREA B AS SHOWN ON SHEETS B101-K AND V101-K.

6. SAND RAMPS SHALL BE CONSTRUCTED OVER PIPE ALONG PIPELINE ROUTE AT EACH BEACH ACCESS. IN NO CASE SHALL DISTANCE

BETWEEN RAMPS EXCEED 400 FEET. CONTRACTOR MAY BE REQUIRED TO BURY PIPE AT HANDICAPPED RAMPS OR VEHICULAR

BEACH ACCESS POINTS.

7. EXISTING DUNES AND BEACH GRASS SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION. THE CONTRACTOR SHALL

PROTECT ALL EXISTING STRUCTURES ON THE BEACH, INCLUDING ACCESS RAMPS, SIGNAGE, FENCES, ETC. FROM DAMAGE

DUE TO CONSTRUCTION.

8. THE CONTRACTOR SHALL CONTINUALLY CONDUCT DAILY OPERATIONS TO CLEAN UP TRASH AND DEBRIS PUMPED ON TO THE BEACH BY

DREDGING OPERATIONS AND/OR FOUND ON THE BEACH WITHIN THE LIMITS OF CONSTRUCTION. DEBRIS AND WASTE SHALL

BE PROPERLY SECURED AND DISPOSED OF ON A WEEKLY BASIS.

9. THE CONTRACTOR SHALL PERFORM SAFETY PATROL THROUGHOUT THE LIFE OF THE CONTRACT TO PREVENT PEDESTRIAN TRAFFIC

THRU THE LIMITS OF CONSTRUCTION A MINIMUM OF 500' AHEAD AND BEHIND THE DREDGE DISCHARGE POINT. SAFETY MEASURES

SHALL INCLUDE KEEP OUT SIGNS EVERY 100-FT AT THESE LMITS TO EXTEND FROM DUNE TO THE WATERS EDGE, CLOSURE OF ANY

PEDESTRIAN ACCESS RAMPS WITHIN THE DIRECT VICINITY OF THE DREDGING OPERATIONS, AND WARNING SIGNS AT ALL PEDESTRIAN

RAMPS AND PUBLIC ACCESS WAYS.

10. NO BEACH FILL MATERIAL SHALL BE PLACED LANDWARD OF THE EXISTING BUILDING LINE AS SHOWN OR WITHIN 10 FEET OF OR

UNDERNEATH OF ANY RESIDENTIAL OR COMMERCIAL BUILDINGS. THE CONTRACTOR SHALL BE REQUIRED TO SLOPE (5H:1V) THE

LANDWARD SIDE OF THE BERM WHERE NECESSARY TO AVOID PLACING BEACH FILL MATERIAL LANDWARD OF THE EXISTNG BUILDING

LINE OR WITHIN 10 FEET OF OR UNDERNEATH OF ANY RESIDENTIAL OR COMMERCIAL BUILDING.

11. AERIAL IMAGERY DATE AND SOURCE: JULY 14, 2020 COURTESY DIGITAL GLOBE.

EXISTING BUILDING LINE

M A

T C

H L I N

M A

T C

H L I N

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

F Y

S T

A N

A G

E M

E N

C A

R O

L I N

E A

C H

E S

N E

A N

O V

N T

N O

R T

A R

O L

I N

SHEET ID

U S

R M

O R

N G

I N

E E

R S

W I L

M I N

G T

T R

I C

L I N

G T

N U

W I L

M I N

G T

O N

O R

O L

I N

D R

A W

I N

O D

US Army Corps of Engineers

F I

W P

M B

T B

O C

T O

B E

A R

T E

A N

N I N

T E

L L O

I T

C H

E L L x

RTA

C O

N T

R O

L L

L A

S S

I F

I E

I N

F O

R M

A T

I O

U I

CUI

LIMIT OF SAND PLACEMENT (TYP.)

SAND PLACEMENT CONTINUES TO CAROLINA BEACH

SEE SHEET CB101-C

D P

P I

29+00 30+00

31+00 32+00

33+00 34+00

35+00 36+00

37+00 38+00

39+00 40+00

41+00 42+00

43+00 44+00

45+00 46+00

47+00 48+00

49+00 50+00

51+00 52+00

53+00 54+00

55+00 56+00

57+00 58+00

-5

-10

-15

-2

S E

A L A

HWY. 421

A L A

B A

T E

HWY. 421

S S

U M

E D

S L

O P

S S

U M

E D

S L

O P

MHW

M H

MHW

CONSTRUCTION BERM +5.5' (NAVD 88)

-5

-10

-15

-20

CB102-K

S T

T A

K U

L A

K B

B d w g v

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

SCALE: 1" = 100'

MHW

EXISTING CONSTRUCTION BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

BEACH FILL (NEW WORK)

LEGEND

200100 0 50

NOTES:

1. FOR SITE PLAN NOTES SEE SHEETS GI02-K AND CB101-K.

2. CONTRACTOR TO VERIFY LOCATION AND REMOVE OR

PROTECT EXISTING STORMWATER PIPES PRIOR TO SAND

PLACEMENT.

3. AFTER SAND PLACEMENT, EXISTING STORMWATER PIPES

SHALL BE EXTENDED TO ALLOW STORMWATER TO

DRAIN ONTO THE SAND.

4. SEE DETAIL ON SHEET CB301-K TITLED "TYPICAL STORM

DRAIN TIE-DOWN SUPPORTS" FOR PIPE EXTENSION AND

SUPPORT DETAIL.

EXISTING BUILDING LINE

M A

T C

H L I N

M A

T C

H L I N

M A

T C

H L I N

M A

T C

H L I N

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

F Y

S T

A N

A G

E M

E N

C A

R O

L I N

E A

C H

E S

N E

A N

O V

N T

N O

R T

A R

O L

I N

SHEET ID

U S

R M

O R

N G

I N

E E

R S

W I L

M I N

G T

T R

I C

L I N

G T

N U

W I L

M I N

G T

O N

O R

O L

I N

D R

A W

I N

O D

US Army Corps of Engineers

F I

W P

M B

T B

O C

T O

B E

A R

T E

A N

N I N

T E

L L O

I T

C H

E L L x

RTA

C O

N T

R O

L L

L A

S S

I F

I E

I N

F O

R M

A T

I O

U I

CUI

LIMIT OF SAND PLACEMENT (TYP.)

SEE NOTES 2 - 4

P P

P I

58+00 59+00

60+00 61+00

62+00 63+00

64+00 65+00

66+00 67+00

68+00 69+00

70+00 71+00

72+00 73+00

74+00 75+00

76+00 77+00

78+00 79+00

80+00 81+00

82+00 83+00

84+00 85+00

86+00 87+00

P P

-5

-10

-15

-5

-10

-15

HWY. 421

THIRD

VENUE

A V

E N

ATLANTIC

AVENUE

S S

U M

E D

S L

O P

CONSTRUCTION BERM +5.5' (NAVD 88)

S E

A W

A T

Y v

MHW

S S

U M

E D

S L

O P

MHW

CB103-K

S T

T A

K U

L A

K B

B d w g v

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

SCALE: 1" = 100'

MHW

EXISTING CONSTRUCTION BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

BEACH FILL (NEW WORK)

LEGEND

200100 0 50

EXISTING BUILDING LINE

M A

T C

H L I N

M A

T C

H L I N

M A

T C

H L I N

M A

T C

H L I N

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

F Y

S T

A N

A G

E M

E N

C A

R O

L I N

E A

C H

E S

N E

A N

O V

N T

N O

R T

A R

O L

I N

SHEET ID

U S

R M

O R

N G

I N

E E

R S

W I L

M I N

G T

T R

I C

L I N

G T

N U

W I L

M I N

G T

O N

O R

O L

I N

D R

A W

I N

O D

US Army Corps of Engineers

F I

W P

M B

T B

O C

T O

B E

A R

T E

A N

N I N

T E

L L O

I T

C H

E L L x

RTA

C O

N T

R O

L L

L A

S S

I F

I E

I N

F O

R M

A T

I O

U I

CUI

NOTES:

1. FOR SITE PLAN NOTES SEE SHEETS GI02-K AND CB101-K.

2. CONTRACTOR TO VERIFY LOCATION AND REMOVE OR

PROTECT EXISTING STORMWATER PIPES PRIOR TO SAND

PLACEMENT.

3. AFTER SAND PLACEMENT, EXISTING STORMWATER PIPES

SHALL BE EXTENDED TO ALLOW STORMWATER TO

DRAIN ONTO THE SAND.

4. SEE DETAIL ON SHEET CB301-K TITLED "TYPICAL STORM

DRAIN TIE-DOWN SUPPORTS" FOR PIPE EXTENSION AND

SUPPORT DETAIL.

LIMIT OF SAND PLACEMENT (TYP.)

SEE NOTES 2 - 4 (TYP.)

APPROXIMATE LOCATION OF

CONTRACTOR STAGING AREA

P P

P I

2 87+00

88+00 89+00

90+00 91+00

92+00 93+00

94+00 95+00

96+00

97+00

98+00

99+00

100+00

101+00

102+00

103+00

104+00

105+00

106+00

107+00

108+00

109+00

110+00

111+00

112+00

113+00

114+00

115+00

116+00

C B

P P

-5-

-10

-15

-10

-1

P P

THIRD

AVENUE

A V

E N

CONSTRUCTION BERM +5.5' (NAVD 88)

K U

H I N

I E

S S

U M

E D

S L

O P

MHW

S T

TRANSITION TO CONSTRUCTION BERM

S T

CB104-K

S T

T A

K U

L A

K B

B d w g v

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

SCALE: 1" = 100'

MHW

EXISTING CONSTRUCTION BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

BEACH FILL (NEW WORK)

LEGEND

200100 0 50

EXISTING BUILDING LINE

M A

T C

H L I N

M A

T C

H L I N

M A

T C

H L I N

M A

T C

H L I N

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

F Y

S T

A N

A G

E M

E N

C A

R O

L I N

E A

C H

E S

N E

A N

O V

N T

N O

R T

A R

O L

I N

SHEET ID

U S

R M

O R

N G

I N

E E

R S

W I L

M I N

G T

T R

I C

L I N

G T

N U

W I L

M I N

G T

O N

O R

O L

I N

D R

A W

I N

O D

US Army Corps of Engineers

F I

W P

M B

T B

O C

T O

B E

A R

T E

A N

N I N

T E

L L O

I T

C H

E L L x

RTA

C O

N T

R O

L L

L A

S S

I F

I E

I N

F O

R M

A T

I O

U I

CUI

NOTES:

1. FOR SITE PLAN NOTES SEE SHEETS GI02-K AND CB101-K.

2. CONTRACTOR TO VERIFY LOCATION AND REMOVE OR

PROTECT EXISTING STORMWATER PIPES PRIOR TO SAND

PLACEMENT.

3. AFTER SAND PLACEMENT, EXISTING STORMWATER PIPES

SHALL BE EXTENDED TO ALLOW STORMWATER TO

DRAIN ONTO THE SAND.

4. SEE DETAIL ON SHEET CB301-K TITLED "TYPICAL STORM

DRAIN TIE-DOWN SUPPORTS" FOR PIPE EXTENSION AND

SUPPORT DETAIL.

LIMIT OF SAND PLACEMENT (TYP.)

SEE NOTES 2 - 4 (TYP.)

P P

S T

TRANSITION TO STORM BERM

P I

116+00117+00118+00119+00120+00121+00122+00123+00124+00125+00126+00127+00128+00 129+00130+00131+00132+00133+00134+00135+00136+00137+00138+00139+00140+00141+00142+00143+00144+00145+00

P P

S T

-5

-10

-15

-1

-15

G E

N E

R A

L W

B L V

E A

N U

A V

E N

SOUTH FORT FISHER BLVD

S T

TRANSITION TO STORM BERM

S T

CONSTRUCTION BERM +5.5' (NAVD 88)

S S

U M

E D

S L

O P

MHW

S T

TRANSITION TO CONSTRUCTION BERM

S T

CB105-K

S T

T A

K U

L A

K B

B d w g v

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

SCALE: 1" = 100'

MHW

EXISTING CONSTRUCTION BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

BEACH FILL (NEW WORK)

LEGEND

200100 0 50

EXISTING BUILDING LINE

M A

T C

H L I

M A

T C

H L I N

M A

T C

H L I N

M A

T C

H L I N

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

F Y

S T

A N

A G

E M

E N

C A

R O

L I N

E A

C H

E S

N E

A N

O V

N T

N O

R T

A R

O L

I N

SHEET ID

U S

R M

O R

N G

I N

E E

R S

W I L

M I N

G T

T R

I C

L I N

G T

N U

W I L

M I N

G T

O N

O R

O L

I N

D R

A W

I N

O D

US Army Corps of Engineers

F I

W P

M B

T B

O C

T O

B E

A R

T E

A N

N I N

T E

L L O

I T

C H

E L L x

RTA

C O

N T

R O

L L

L A

S S

I F

I E

I N

F O

R M

A T

I O

U I

CUI

NOTES:

1. FOR SITE PLAN NOTES SEE SHEETS GI02-K AND CB101-K.

2. CONTRACTOR TO VERIFY LOCATION AND REMOVE OR

PROTECT EXISTING STORMWATER PIPES PRIOR TO SAND

PLACEMENT.

3. AFTER SAND PLACEMENT, EXISTING STORMWATER PIPES

SHALL BE EXTENDED TO ALLOW STORMWATER TO

DRAIN ONTO THE SAND.

4. SEE DETAIL ON SHEET CB301-K TITLED "TYPICAL STORM

DRAIN TIE-DOWN SUPPORTS" FOR PIPE EXTENSION AND

SUPPORT DETAIL.

LIMIT OF SAND PLACEMENT (TYP.)

SEE NOTES 2 - 4 (TYP.)

APPROXIMATE LOCATION OF

CONTRACTOR STAGING AREA

STORM BERM TRANSITION

AutoCAD SHX Text

P P

P I

145+00146+00147+00148+00149+00150+00151+00152+00153+00154+00155+00156+00157+00 158+00159+00160+00

161+00

162+00

163+00

164+00

165+00

166+00

167+00

168+00

169+00

170+00

171+00

S T

-1

-2

-5

-10

-1

U.S. 421

SEASHELL CIRCLE

C O

U R

C R

A I G

L A

N D

I N

S T

O R

R E

H O

W A

R D

I L L

I D

OCEANVIEW EST.

R I V

SEA SHELL

S. FORT FISHER BLVD.

S T

CONSTRUCTION BERM +5.5' (NAVD 88)

STORM BERM +8.0' (NAVD 88)

DUNE +12.5' (NAVD 88)

STORM BERM +8.0' (NAVD 88)

H W

MHW

CB106-K

S T

T A

K U

L A

K B

B d w g v

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

SCALE: 1" = 100'

MHW

EXISTING CONSTRUCTION BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

BEACH FILL (NEW WORK)

LEGEND

200100 0 50

EXISTING BUILDING LINE

M A

T C

H L I

M A

T C

H L I N

M A

T C

H L I N

M A

T C

H L I N

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

F Y

S T

A N

A G

E M

E N

C A

R O

L I N

E A

C H

E S

N E

A N

O V

N T

N O

R T

A R

O L

I N

SHEET ID

U S

R M

O R

N G

I N

E E

R S

W I L

M I N

G T

T R

I C

L I N

G T

N U

W I L

M I N

G T

O N

O R

O L

I N

D R

A W

I N

O D

US Army Corps of Engineers

F I

W P

M B

T B

O C

T O

B E

A R

T E

A N

N I N

T E

L L O

I T

C H

E L L x

RTA

C O

N T

R O

L L

L A

S S

I F

I E

I N

F O

R M

A T

I O

U I

CUI

NOTES:

1. FOR SITE PLAN NOTES SEE SHEETS GI02-K AND CB101-K.

2. CONTRACTOR TO VERIFY LOCATION AND REMOVE OR PROTECT

EXISTING STORMWATER PIPES PRIOR TO SAND PLACEMENT.

3. AFTER SAND PLACEMENT, EXISTING STORMWATER PIPES SHALL

BE EXTENDED TO ALLOW STORMWATER TO DRAIN ONTO THE

SAND.

4. SEE DETAIL ON SHEET CB301-K TITLED "TYPICAL STORM DRAIN

TIE-DOWN SUPPORTS" FOR PIPE EXTENSION AND SUPPORT

DETAIL..

5. DUNE STABILIZATION TO BE ACCOMPLISHED DURING PLANTING

SEASON FOR BEACH GRASSES AS INDICATED BELOW:

- AMERICAN BEACHGRASS - (NOVEMBER TO MARCH

- SEA OATS - (MARCH TO MAY 15)

- BITTER PANICUM - (MARCH 15 TO MAY 15)

6. DUNE STABILIZATION MAY BE ACCOMPLISHED FOLLOWING

SAND PLACEMENT ASSOCIATED WITH DUNE RECONSTRUCTION

IN AN AREA AND WITHIN THE APPLICABLE PLANTING SEASON

FOR THE PARTICULAR BEACH GRASS.

7. BEACH GRASSES SHALL BE PLANTED IN ACCORDANCE WITH THE

ROW SPACING & PLANTING PATTERN DETAIL THIS SHEET.

LIMIT OF SAND PLACEMENT (TYP.)

SEE NOTES 2 - 4 (TYP.)

STA. 154+50 BEGINNING OF DUNE RECONSTRUCTION AND STABILIZATION

PLANT SPACING 24" O/C

PLANT SPACING

36" O/C

1 ROW BITTER PANICUM @ 24" O/C

1 ROW SEASIDE LITTLE BLUESTEM OATS @ 24" O/C

1 ROW SEA OATS @ 24" O/C

PLANT SPACING 24" O/C

1 ROW SEA OATS @ 18" O/C

C/L EXISTING DUNE

PLANT SPACING 18" O/C

1 ROW SEA OATS @ 24" O/C

GRASSING LIMITS (LANDWARD)

SLOPE INTERCEPT

BEACH FILL

PLANT SPACING

24" O/C

SEAWARD CREST OF DUNE

GRASSING LIMITS (SEAWARD)

NO BEACH GRASSES WILL BE PLANTED UNDERNEATH THE

RAMPS AND STAIRS OF EACH PUBLIC BEACH ACCESS

WALKOVER STRUCTURE. THE CONTRACTOR SHALL PLANT

BEACH GRASSES UNDERNEATH THE DECK AREA OF

THE WALKOVER STRUCTURES.

ROW SPACING & PLANTING PATTERN

"RO

RIA

1 ROW BITTER PANICUM @ 18" O/C

EXCEPT FOR CENTERLINE, FOURTH, SIXTH,

EIGHT, TENTH, TWELVETH ROW LANDWARD AND

FOURTH ROW SEAWARD OF DUNE ALL PLANTING

SHALL BE AMERICAN BEACHGRASS

W S

PLANT SPACING

36" O/C

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text @ 36"

AutoCAD SHX Text

P P

P I

P O

169+00

170+00

171+00

172+00

173+00

174+00

175+00

176+00

177+00

178+00

179+00

180+00

180+00.52

-5

-10

-15

-20

A S

S E

M B

U.S. 421

H O

W A

R D

I L L

C A

T T

S T

TRANSITION TO EXISTING BEACH

E N

R O

J E

+5.5' (NAVD 88)

CONSTRUCTION BERM

MHW

CB107-K

S T

T A

K U

L A

K B

B d w g v

PUBLIC BEACH ACCESS (STAR)

IF VEHICLE ACCESS (V)

SCALE: 1" = 100'

MHW

EXISTING CONSTRUCTION BASELINE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE CONTOURS

EXISTING MEAN HIGH WATER LINE (APPROX.)

APPROXIMATE SLOPE INTERCEPT

BEACH FILL (NEW WORK)

LEGEND

200100 0 50

EXISTING BUILDING LINE

M A

T C

H L I N

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

F Y

S T

A N

A G

E M

E N

C A

R O

L I N

E A

C H

E S

N E

A N

O V

N T

N O

R T

A R

O L

I N

SHEET ID

U S

R M

O R

N G

I N

E E

R S

W I L

M I N

G T

T R

I C

L I N

G T

N U

W I L

M I N

G T

O N

O R

O L

I N

D R

A W

I N

O D

US Army Corps of Engineers

F I

W P

M B

T B

O C

T O

B E

A R

T E

A N

N I N

T E

L L O

I T

C H

E L L x

RTA

C O

N T

R O

L L

L A

S S

I F

I E

I N

F O

R M

A T

I O

U I

CUI

NOTES:

1. FOR SITE PLAN NOTES SEE SHEETS GI02-K AND CB101-K.

2. CONTRACTOR TO VERIFY LOCATION AND REMOVE OR

PROTECT EXISTING STORMWATER PIPES PRIOR TO SAND

PLACEMENT.

3. AFTER SAND PLACEMENT, EXISTING STORMWATER PIPES

SHALL BE EXTENDED TO ALLOW STORMWATER TO

DRAIN ONTO THE SAND.

4. SEE DETAIL ON SHEET CB301-K TITLED "TYPICAL STORM

DRAIN TIE-DOWN SUPPORTS" FOR PIPE EXTENSION AND

SUPPORT DETAIL.

5. FOR DUNE RECONSTRUCTION AND STABILIZATION NOTES AND

DETAILS SEE SHEET CB106-K.

6. DESIGNATED CONTRACTOR STAGING AREA FOR WORK ON

KURE BEACH SOUTH END IS NOT SHOWN. THE CONTRACTOR

STAGING AREA SHALL BE AT THE FORT…

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