Adv_PLANS.pdf

PDF 4 MB Posted Jul 26, 2013

Attached to: SHORELINE EROSION PROTECTION PROJECT, SOUTHPORT, NC
Solicitation number: W912PM-13-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Wilmington

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File	Type	Posted
Signed_Bid_Abstract.pdf	PDF	Aug 27, 2013
13-B-0002_Amendment_1_Conformed.pdf	PDF	Aug 21, 2013
Amendment0001.pdf	PDF	Aug 21, 2013
C-1.pdf	PDF	Aug 21, 2013
Southport_Site_Visit_81513.pdf	PDF	Aug 16, 2013
ADV_Specifications.pdf	PDF	Jul 26, 2013

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Shoreline Erosion Protection

S h o re li n e E ro s io n P ro te c ti o n B a y S tr e e t

L if t S ta ti o n S o u th p o rt

N C

I F

B N o

W P

M -1

-B -0

Southport, North Carolina Brunswick County Bay Street Lift Station project documents within the scope of their employment as required by ER 1110-1-8152.

The initials or signatures and registration designations of individuals appear on these

This project was designed by the Wilmingtion District of the U.S. Army Corps of Engineers

IFB No. W912PM-13-B-0002

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N.T.S

SITE

VICINITY MAP

LOCATION MAP

Brunswick County

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

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PROJECT

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BAY ST

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A S

(Atl ant ic In trac oas tal W ater way)

CAPE FE

AR RI

VERAtlantic Intracoastal Waterway

Basin Old Yacht

Scale: 1" = 100’

SCALE IN FEET

0200 200 300100 100

SCALE: 1" = 100’

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G-1

SHEET 1 OF 6

PHOTOGRAPY: COPYRIGHT MAY 2012 DIGITAL GLOBE

s o p o rt s e c v ic lo c fy .d g n

Reference Drawing

R-1 EASEMENT MAP

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PLATE

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C-1 3 SITE PLAN

C-2 4 TYPICAL AND CROSS SECTIONS

C-3 5 STOCKPILE AREA

G-1 1 LOCATION AND VICINITY MAPS & INDEX OF DRAWINGS

Plate No. Sheet No. Title

GEOTEXTILE DETAILS

C-4 6 CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE &

CD-1 2 EXISTING SITE CONDITION AND DEMOLITION PLAN

-2

-1

SCALE IN FEET

SCALE: 1" = 20’

2040 20 40 60

SURVEY NOTES:

5. DATE OF FIELD SURVEY: 16 AND 29 MAY 2011

PIPES, ETC. ARE LOCATED HEREON.

4. SURVEYOR DOES NOT GUARANTEE THAT ALL UNDERGROUND STRUCTURES SUCH AS UTILITIES, TANKS, FEET BETWEEN NAVD88 DATUM AND THE MLLW DATUM FROM THE PUBLISHED NAVD88 ELEVATION.

"865 9084 TIDAL 1 B" IS 22.04 FEET AND IS COMPUTED BY APPLYING THE DATUM SHIFT VALUE OF 2.79

MEAN LOWER LOW WATER (MLLW) DATUM REFERENCED TO THE 1983-2001 EPOCH. THE MLLW ELEVATION OF

3. ELEVATIONS ARE BASED UPON THE EXISING TIDAL BENCHMARK "865 9084 TIDAL 1 B" (PID # DD0090) IN

(NAD83/2007) IN U.S. SURVEY FEET.

WITHIN 0.06’ HORIZONTALLY. THE HORIZONTAL DATUM IS NORTH CAROLINA GRID COORDINATE SYSTEM

A CHECK SHOT WAS OBSERVED TO EXISTING MONUMENT "HOWE" (PID # DD1128) AND WAS FOUND TO BE

HOLDING THE TRIMBLE R-8 POSITION ON A SINGLE POINT AND HOLDING A SECOND POINT FOR DIRECTION.

FROM THE N.C. VIRTUAL REFERENCE SYSTEM (VRS). COORDINATES SHOWN ARE "LOCALIZED" COORDINATES

OBSERVATIONS UTILIZING A TRIMBLE R-8 DUAL FREQUENCY RECEIVER WITH BROADCAST CORRECTIONS

2. THE INITIAL HORIZONTAL POSITIONS FOR THIS PROJECT WERE GENERATED FROM SURVEY GRADE GPS

252-977-3124 (OFFICE) 252-985-6026 (FAX)

ROCKY MOUNT, NORTH CAROLINA 27804

P.O. BOX 7533

1051 NORTH WINSTEAD AVENUE

N.C. Firm License # P-0551

JOYNER KEENY, PLLC

1. SURVEY PERFORMED BY:

N 62100

N 61900

N 62100

2 2

POST

SIGN

POST

ELEV.=8.12

E=2297481.17

N=62062.85

REBAR WITH CAP

POINT NO 401

ELEV.=7.33

E=2297166.20

N=62179.93

REBAR WITH CAP

POINT NO 402

POST

SIGN

POST

-3

8 8

WEST B

AY S

TREET

BENCH

WOOD

CONC. S

EDGE OF GRASS

12" DIP OUT=-0.73’

TOP=7.67’

SSWR MH

12"

DIP

12" DIP OUT=-0.94’

12" DIP IN=-0.94’

TOP=7.51’

SSWR MH

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CAN

TRASH

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A S

P H

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BOTTOM=-1.36’

12" DIP OUT=-0.89’

TOP=12.89’

SSWR MH

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F F

E .6

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N B

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GENERATOR

FFE=12.3

4’AROUND C

ONC. P

6’ C

H-LK F

ENCE

TANK

PROPANE

W A

L L

U N

D D I

R E

C T I

L Y

INV.=4.67’

8" DIP

AREA

RIP-RAP

AREA

DEBRIS

AREA

DEBRIS

AREA

RIP-RAP

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D I

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C T I

L Y

RETAIN

ING WALL

AREA

RIP-RAP

BLDG

PILOT

TOWER

PILOT

W O

N C

BLDG

HOTEL

O H

POLE

POWER

O H

POLE

POWER

WEST B

AY S

TREET

BOX

ELEC.

12"

DIP

BENCH

WOOD

CONC. S

IN CONC PAD

CONNECTION

BACKUP PUMP

EXTERNAL

INV.=6.25’

6" PLASTIC PIPE

12" DIP OUT=1.00’

12" DIP IN=1.00’

8" DIP IN=1.39’

TOP=6.92’

SSWR MH

PIER

WOODEN

EXISTING

GENERAL NOTES

SEE GENERAL NOTE 1

CITY OF SOUTHPORT

TO BE REMOVED BY THE

EXISTING WOODEN PIER

SEE GENERAL NOTE 4.

BY THE CONTRACTOR

IRON PIPE TO BE REMOVED

EXISTING 8" DUCTILE

SEE GENERAL NOTES 2 & 3

CONTRACTOR

BE REMOVED BY THE

CONCRETE RUBBLE TO

EXISTING STONE AND

SEE GENERAL NOTE 4

PIPE TO BE CUT OFF.

EXISTING 6" PLASTIC

BE CUT OFF BACK TO THE LANDWARD EDGE OF THE STONE PLACEMENT LIMITS SO THAT IT IS ALLOWED TO DRAIN.

THE EXISTING 6" DIAMETER PLASTIC PIPE LOCATED NEAR THE NORTH END OF THE TIMBER RETAINING WALL SHALL

THE STONE PLACEMENT FOOTPRINT LIMITS AND CAP IN ACCORDANCE WITH PIPE MANUFACTURER’S RECOMMENDATIONS.

SERVICE. THE CONTRACTOR SHALL EITHER CUT OFF THE PIPE OR REMOVE IT BACK TO THE NEXT JOINT OUTSIDE

THE ARMOR AND UNDERLAY STONE PLACEMENT FOOTPRINT. THIS PIPE WAS ABANDONED AND IS NO LONGER IN

THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE EXISTING 8" DIAMETER DUCTILE IRON PIPE FROM WITHIN

WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS.

AND ARMOR STONE PLACEMENT LIMITS SHALL BE REMOVED AND DISPOSED OF OFFSITE. DISPOSAL SHALL COMPLY

ALL EXISTING GEOTEXTILE FABRIC, WOOD, VEGETATION AND DEBRIS WITHIN THE NEW UNDERLAYER STONE

THE STOCKPILE AREA. SEE PLATE C-3 FOR LOCATION OF STOCKPILE AREA.

UNDERLAYER STONE AND ARMOR STONE PLACEMENT LIMITS SHALL BE REMOVED AND TRANSPORTED TO

ALL EXISTING STONE AND CONCRETE RUBBLE LARGER THAN 3 INCHES IN ANY DIMENSION WITHIN THE NEW

WOODEN PIER UPON COMPLETION OF THIS PROJECT.

AND ARMOR STONE AROUND THE TIMBER PILES.THE CITY OF SOUTHPORT INTENDS TO RECONSTRUCT THE

CONTRACT. THE CONTRACTOR SHALL USE CARE DURING PLACEMENT OF GEOTEXTILE, UNDERLAYER STONE

THE EXISTING TIMBER PILES WITH NEW TIMBER PILES PRIOR TO COMMENCEMENT OF WORK UNDER THIS

PIER FROM WITHIN THE CROSS HATCHED AREA SHOWN. THE CITY OF SOUTHPORT WILL ALSO REPLACE

AND DISPOSE OF THE HAND RAILS, DECKING AND DECK SUPPORT MEMBERS FROM THE EXISTING WOODEN

PRIOR TO COMMENCEMENT OF WORK UNDER THIS CONTRACT THE CITY OF SOUTHPORT WILL REMOVE

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N fo r

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-1

N 62,164

E 2,297,296

N 62,110

E 2,297,309 N 62,102

E 2,297,281

N 62 131

E 2,297,273

N 62,128

E 2,297,256

N 62,156

E 2,297,250

TANK

PROPANE

AREA

DEBRIS

IN CONC PAD

CONNECTION

BACKUP PUMP

EXTERNAL

ELEV.=7.33

E=2297166.20

N=62179.93

REBAR WITH CAP

POINT NO 402

-2

P I

POE

3+9

P C

P I

P T

P I

P O B

N ,0

E 2, 7, 6.

E = 3.16’

T = 14.12’

R = 30.00’

PI Sta= 0+81.59

EL.

SCALE IN FEET

SCALE: 1" = 20’

2040 20 40 60

B12

B11

B10

EXISTING CONTOURS

B10 BORING

CONTROL POINT

ARMOR STONE PLACEMENT

NEW UNDERLAYER AND

NEW BASELINE

LEGEND

INSERT

AREA

STAGING

N.T.S.

4.4 MEAN HIGH WATER LINE

s o p o rt s e c s it e p la n fy .d g n

S T

SILT FENCE

TEMPORARY

CORIDOR

SITE ACCESS

T S

TSF

T S

BASELINE

EASEMENT LINE

SOIL CONDITIONERS, FERTILIZERS, AND MULCH.

8. SEE SECTION 32 92 19 IN THE SPECIFICATIONS FOR DETAILS REGARDING MAINTENANCE AND APPLICATION OF SEEDING, OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING THE COMPLETION OF CONSTRUCTION.

7. ALL DISTURBED AREAS SHALL BE SEEDED OR PLANTED TO PROVIDE PERMANENT GROUND COVER WITHIN 15 WORKING DAYS

WITH TEMPORARY GROUND COVER WITHIN 14 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING.

AFTER COMPLETION OF ANY PHASE OF GRADING. ALL OTHER EXPOSED SLOPES 3H:1V OR FLATTER SHALL BE PROVIDED

6. EXPOSED SLOPES STEEPER THAN 3H:1V SHALL BE PROVIDED WITH TEMPORARY GROUND COVER WITHIN 7 CALENDAR DAYS

PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED.

SHALL BE IMPLEMENTED IMMEDIATELY. ALL TEMPORARY SOIL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL

EARTH CHANGE OR WHERE SIGNIFICANT EARTH CHANGE ACTIVITY CEASES, TEMPORARY SOIL EROSION CONTROL MEASURES

POSSIBLE. WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA IMMEDIATELY AFTER AN

5. PERMANENT SOIL EROSION CONTROL MEASURES FOR ANY DISTURBED LAND AREA SHALL BE STABLIZIED AS SOON AS

MEASURES, AND ANY NECESSARY REPAIRS SHALL BE MADE WITHOUT DELAY.

4. DAILY INSPECTION SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION CONTROL

CHANGES HAVE BEEN ACCOMPLISHED.

SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION OF DISTURBED GROUND AND OTHER EARTH

THESE PLANS OR AS DIRECTED BY THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE. CONTRACTOR

3. CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN AND AS DIRECTED ON

COLLECT ON ANY OFFSITE AREA OR IN WATERWAYS.

2. SEDIMENTATION FROM WORK ON THIS SITE SHALL BE CONTAININED ON THE SITE AND SHALL NOT BE ALLOWED TO

PERIOD OF CONSTRUCTION.

WITH THE START OF CONSTRUCTION AND SHALL REMAIN IN EFFECT AND SHALL BE MAINTAINED THROUGHOUT THE

1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES NOTED WILL BE INSTALLED PRIOR TO OR IN CONJUNCTION

SOIL EROSION AND SEDIMENT CONTROL MEASURES

GENERAL NOTES

EIP

ERB

Cape Fear River

(R-1 ) F

OR E

ASEMENT MAP

SEE R

EFERENCE DRAWING

TSF TEMPORARY SILT FENCE

SEE SPECIFICATIONS, APPENDIX A FOR BORING LOGS AND APPENDIX B FOR LAB TEST DATA.

WORK IN THE WATER AT ANY TIME. ALL WORK MUST BE PERFORMED LANDWARD OF THE ACTIVE TIDE LINE.

IF A TURBIDITY CURTAIN IS NOT USED, THE FOLLOWING RESTRICTIONS SHALL APPLY. NO EQUIPMENT SHALL ENTER OR

SPECIFICATIONS.

FEAR RIVER UNLESS A TURBIDITY CURTAIN IS IN PLACE. SEE SECTION 35 20 24.38, TURBIDITY CURTAIN, OF THE

SHALL BE UTILIZED DURING CONSTRUCTION. NO CONSTRUCTION ACTIVITY SHALL OCCUR IN THE WATERS OF THE CAPE

OF THE WORK SITE WILL BE INUNDATED WITH WATER PERIODICALLY. ALL MEASURES TO REDUCE EROSION AND TURBIDITY

THE WORK SITE IS IN AN AREA WHICH HAS SEMI-DIURNAL TIDES WHERE THE MEAN TIDAL RANGE IS 4.4 FEET, SO PART

ELEVATION AND GRADES AND SEEDED AND MULCHED IN ACCORDANCE WITH SPECIFICATION SECTION SEEDING.

ALL DISTURBED AREAS ABOVE MEAN HIGH WATER (ELEVATION +4.4’ MLLW) SHALL BE RESTORED TO PRE-CONSTRUCTION

SECTION A TO TYPICAL SECTION B OR VICE VERSA AS THE EXISTING GROUND ELEVATION DICTATES

SEE PLATE C-2 FOR TYPICAL SECTIONS AND CROSS SECTIONS. THE CONTRACTOR SHALL TRANSITION FROM TYPICAL

TRANSPORTED TO THE STOCKPILE AREA.

FENCE DETAIL. ANY EXCESS EXCAVATED SOIL NOT USED FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND

EXCAVATED SOIL PLACED TEMPORARILY ABOVE THE MEAN HIGH WATER LINE. SEE PLATE C-4 FOR TEMPORARY SILT

OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE. TEMPORARY SILT FENCE SHALL BE PLACED AROUND ANY

SOIL SHALL BE TEMPORARILY PLACED ABOVE THE MEAN HIGH WATER LINE OR AS DIRECTED BY THE CONTRACTING

RUBBLE AND TO BACKFILL AROUND THE COMPLETED IN-PLACE UNDERLAYER STONE AND ARMOR STONE. EXCAVATED

TO BACKFILL RUTS, GULLIES, AND DEPRESSIONS LEFT AFTER REMOVAL OF THE EXISTING STONE AND CONCRETE

BE USED, IF SUITABLE AND APPROVED BY THE CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE, SOIL EXCAVATED TO ALLOW FOR PLACEMENT OF THE GEOTEXTILE, UNDERLAYER STONE AND ARMOR STONE SHALL

AT THE TIME OF CONSTRUCTION.

PLAN LIMITS, DIMENSIONS, SLOPES, AND THICKNESS OF THE SLOPE PROTECTION TO MEET THE CONDITIONS

CONTRACTING OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE MAY MAKE MINOR ALTERATIONS ON THE

CONDITIONS AT TIME OF CONSTRUCTION MAY DIFFER FROM CONDITIONS SHOWN ON THE DRAWINGS. THE

THE SHORELINE AND EXISTING GROUND ARE SUBJECT TO CHANGE DUE TO CURRENTS AND WAVES. SITE

RESTORE GRADES AND ELEVATIONS TO PRE-CONSTRUCTION CONDITIONS AND SEED AND MULCH.

COMPLETION OF ALL SITE WORK, THE CONTRACTOR SHALL REMOVE THE CONSTRUCTION ENTRANCE AND

WITHIN THE SITE ACCESS CORRIDOR. SEE PLATE C-4 FOR CONSTRUCTION ENTRANCE DETAIL. UPON

PRIOR TO PERFORMING ANY SITE WORK THE CONTRACTOR SHALL INSTALL A CONSTRUCTION ENTRANCE

LAYER AND ARMOR STONE

SHALL BE FILLED WITH UNDER-

END OF TIMBER RETAINING WALL

ERODED AREA BEHIND NORTH

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2 2

POST

SIGN

POST

ELEV.=8.12

E=2297481.17

N=62062.85

REBAR WITH CAP

POINT NO 401

POST

SIGN

POST

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C-1

SHEET 3 OF 6

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NUMBER

PLATE

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N fo r

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STA.

3+75

8 8

WEST B

AY S

TREET

BENCH

WOOD

CONC. S

EDGE OF GRASS

12" DIP OUT=-0.73’

TOP=7.67’

SSWR MH

12"

DIP

12" DIP OUT=-0.94’

12" DIP IN=-0.94’

TOP=7.51’

SSWR MH

S O

R E

E T

CAN

TRASH

E X

O D

A S

P H

A L

BOTTOM=-1.36’

12" DIP OUT=-0.89’

TOP=12.89’

SSWR MH

S T

E P

FFE=13.

64’LIFT S

TATIONBAY S

TREET

GENERATOR

W A

L L

AREA

DEBRIS

RETAIN

ING WALL

BLDG

PILOT

TOWER

PILOT

W O

N C

BLDG

HOTEL

O H

POLE

POWER

O H

POLE

POWER

WEST B

AY S

TREET

BOX

ELEC.

12"

DIP

BENCH

WOOD

CONC. S

12" DIP OUT=1.00’

12" DIP IN=1.00’

8" DIP IN=1.39’

TOP=6.92’

SSWR MH

TIMBER PILES

CD-1 REGARDING WORK AROUND

SEE GENERAL NOTE 1 ON PLATE

0 1

SEE INSERT

STAGING AREA

-5

0 25 50-25 0+50

-5

0 25 50-25 0+75

-5

0 25 50-25 1+00

-5

0 25 50-25 1+25

-5

0 25 50-25 1+50

-5

0 25 50-25 1+75

-5

0 25 50-25 2+00

-5

0 25 50-25 2+25

-5

0 25 50-25 2+50

-5

0 25 50-25 2+75

-5

0 25 50-25 3+00

-5

0 25 50-25 3+25

-5

0 25 50-25 3+50

-5

0 25 50-25 3+75

-5

0 25 50-25 3+99

-5 E

L E

E T

E L

E V

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E V

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E V

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E V

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E V

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E V

E T

E L

E V

E T

E L

E V

E T

E L

E V

E T

8.0’ 5.0’ 5.0’

BASELINE

EL. 8.5’

EL. 4.5’

EL. 5.0’

10.0’ 5.0’ 8.0’ 5.0’ 5.0’

BASELINE

EL. 8.5’

EL. 5.0’

EL. 4.5’

1.5

SEE NOTE

GEOTEXTILE

(600-1,100 LBS.)

ARMOR STONE

(600-1,100 LBS.)

ARMOR STONE3.5’ 3.5’

TYPICAL SECTION A TYPICAL SECTION B

N.T.S.

1.0’

N.T.S.

(VARIES)

GROUND

EXISTING

(VARIES)

GROUND

EXISTING

CLASS B RIPRAP)

(5"-12" NCDOT

UNDERLAYER STONE

EL. 2.8’ EL. 2.8’

10.0’ 5.0’ s o p o rt s e c ty p x s e c fy .d g n

EXISTING GROUND (TYP.) ARMOR STONE (TYP.)

STONE (TYP.)

UNDERLAYER

BACKFILL, SEE NOTES ON PLATE C-1

1H:1V 1H:1V

1H:1V

NCDOT CLASS B RIPRAP)

UNDERLAYER STONE (5"-12"

SLOPE VARIES

PLATE C-4

SEE DETAIL "A"

IS LESS THAN 1.7’.

NO BACKSLOPE REQUIRED IF HEIGHT

1.5H:1V BACKSLOPE IS REQUIRED.

GROUND IS 1.7’ OR GREATER A

NOTE: IF HEIGHT ABOVE EXISTING

PLATE C-4

SEE DETAIL "B"

1.0’ 1.0’

PLATE C-4

SEE DETAIL "C"

STONE PLACEMENT

GRADE FOLLOWING COMPLETION OF

BACKFILL AND RESTORE TO ORIGINAL

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SHEET 4 OF 6

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NUMBER

PLATE

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N fo r

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E E T

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SCALE: 1" = 200’

C A P E

F E A R

M.O.T.S.U.

MAIN ENTRANCE

STOCKPILE AREA

TO M

AIN

ENTRANCE

CENTER

VISITORS

400 200 200 400 600

C-3

SHEET 5 OF 6

s o p o rt s e c d is p o s a l-fy .d g n

PROJECT SITE

0 1/4 1/2 3/4

APPROXIMATE SCALE

1 MILE

ACCESS ROAD

S T

O C

K P

E A

CONCRETE RUBBLE (75’ X 400’)

STOCKPILE AREA FOR STONE &

EXCAVATED SOIL (75’ X 200’)

STOCKPILE AREA FOR EXCESS

R A

R O

A D T

R A

C K

SCALE IN FEET

TERMINAL SUNNY POINT IS NOT REQUIRED.

7. THE STOCKPILE AREAS ARE LOCATED ON CITY OF SOUTHPORT PROPERTY. ACCESS TO THE MILITARY OCEAN

CONDITION EQUAL TO OR BETTER THAN THAT FOUND AT THE TIME THE NOTICE TO PROCEED WAS ISSUED.

6. UPON COMPLETION OF DISPOSAL OPERATIONS, THE CONTRACTOR SHALL RESTORE THE ACCESS ROAD TO A

THE SPECIFICATIONS.

SOIL PLACED IN THE STOCKPILE AREA SHALL BE SEEDED IN ACCORDANCE WITH SECTION 32 92 19 OF

5. TEMPORARY SILT FENCE SHALL BE PLACED AROUND ANY SOIL DISPOSED OF WITHIN THE STOCKPILE AREA.

AREAS.

SHALL COORIDINATE WITH THE CONTRACTING OFFICER’S REPRESENTATIVE FOR ENTRY TO THE STOCKPILE

4. THE ACCESS ROAD ENTRANCE TO THE STOCKPILE AREAS IS GATED WITH A LOCK. THE CONTRACTOR

ENTRANCE DETAIL.

INSTALL A CONSTRUCTION ENTRANCE AT THE ACCESS ROAD ENTRANCE. SEE PLATE C-4 FOR CONSTRUCTION

3. PRIOR TO DISPOSAL OF STONE, CONCRETE RUBBLE OR SOIL AT THE SITE THE CONTRACTOR SHALL

FEDERAL, STATE AND LOCAL LAWS.

AREAS. OTHER TYPES OF DEBRIS ARE TO BE DISPOSED OF OFFSITE IN COMPLIANCE WITH ALL APPLICABLE

2. ONLY STONE, CONCRETE RUBBLE AND EXCESS EXCAVATED SOIL MAY BE DISPOSED AT THE STOCKPILE

DISPOSED OF WITHIN THE DESIGNATED STOCKPILE AREAS SHOWN.

CONSTRUCTION SITE AND ANY EXCESS EXCAVATED SOILS FROM THE CONSTRUCTION SITE SHALL BE

1. EXISTING STONE AND CONCRETE RUBBLE REMOVED FROM THE SHORELINE EROSION PROTECTION

NOTES:

B C D

E F G H

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N O

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U .S

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D A T E

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NUMBER

PLATE

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O L

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N fo r

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D E S

C T

8th St.

15771576

1852 1526

.78

.65

1.32

.61

.12

.73

.15

Bay

Nas h

Brown

S t.

Geo rge

St.Leo nar d

St.

Owen

St.Cottage

A v e

10th St.

11t h th

St.

Yaupon

A v e

Park

Ave.

Park Ave.

D a le

A v e

Fordale

Ave.

C a p e

H a r b o r

D r

Stewart st.

L o n g le a f

S t.

N a s h

S t.

Frink

S t.

Herring

St.

W illis

D r.

A tla n tic

A v e

L o r d

S t.

C a s w e ll

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C a s w e ll

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A v e

B u r r in g to n

A v e

D ry S t.

D a v is

S t.

R h e tt

S t.

K in sle y S t.

Cape Fear

Dr.

Ri ve r Dr

In d ig o

Pla nta tio n Dr.

Cat ail

C t.

Carolina Bay Ct.

Marsh Grass Ct.

3.Spartina Ct.

Maple

D r.

Rd.

R u sh

T r.

Park Stevens

Creek

C re ek

O rt o n

C re ek

W hite

Spring

N ig is

C r e e k

Walden

G u m B ra n ch

L o g

Price

Creek

Fishing

C r e e k

G o v en o rs

Cr ee k

C o tt a g e

Cr ee k

D o s h e r s

Southport

Pop. 2,562

Bethel Cemetery

Northwood Cemetery

Bethel

Church

St. James

Church

Browns

Chapel

H o w e

S t.

M oo re

S t.

Shepard

R d

H w y

Bethel

Coolvale

Point Snows

Point Water Deep

Landing Ferry

Waterway

STATE NATURAL AREA

BALD HEAD ISLAND

NC DIV. OF PARKS AND REC.

D u tch m a n

Walden

C r e e k

Brunswick Learning Center

School

Elementary

Southport

Brunswick

Technical

College

Cr ee k

Na nc y’s

Cr.

ISLAND

BATTERY

Ruark

Jobbertown

Rd.

13t h

S t.

West

St.

L e o n a rd

S t.

Sheppard

Rd.

O ld

R iv e r

R d

Calhoun St.

Pine Glen S t.

Lynn St.

C a ro l S t.

Je ric h o

Rd.

Bethel Rd

9th

St.

Be th el

R d

Ocean Terminal

Military

(M.O.T.S.U.)

Sunny Point

TEMPORARY SILT FENCE (TSF) DETAILS

COMPACTED FILL

2’ MIN’ (TYP)

WIRES

INTERMEDIATE

MIN. 12.5 GA.

WIRES

TOP & BOTTOM

MIN. 10 GA.

FABRIC

FILTER

FILTER FABRIC

36" MIN WIDTH

AND WIRE INTO TRENCH

NOTE: EXTEND FABRIC

(TYP)

STEEL POST

NOT TO SCALE

GEOTEXTILE

P U B L I C

O A

AGGREGATE

2"-3" WASHED COARSE

MINIMUM

50’

CONSTRUCTION ENTRANCE (CE)

N I

M U

M s o p o rt s e c m is c d e ta ils fy .d g n

1.5

ON PLATE C-1

SEE NOTES

BACKFILL

1H : 1V

GEOTEXTILE

UNDERLAYER STONE

ARMOR STONE

STONE COVER)

(MIN. ONE ARMOR

GEOTEXTILE

1H : 1V

GEOTEXTILE

GEOTEXTILE DETAILS

DETAIL "A" DETAIL "B"

DETAIL "C"

S O

U T

H P

O R

N O

R O

B A

S T R

E E T

S T

A T

S H

O R

E L

R O

O T E

C T

M I

C L D

J T

S P

J U

C-4

SHEET 6 OF 6

G E

O T E

X T

S T E

M P

O R

A R

F E

D C

O N

S T R

U C

T R

A N

C E

B C D

E F G H

D E S

C R

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A T E

A P P

R O

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D S

Y M

B O

M E

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N O

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U .S

A R

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D A T E

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NUMBER

PLATE

S Y

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O L

D E S

C R

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A T E

A P P

R O

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D E S

N fo r

C H

D E S

C T

(8’ MAX.)

GROUND LINE

VARIES AS DIRECTED BY THE CONTRACTING OFFICER

F A

B R I

L T

E R

WIRE FABRIC

STEEL POST

ON PLATES C-1 & C-3.

4. THE CONTRACTOR SHALL PLACE TEMPORARY SILT FENCE AS INDICATED

OF THE SELF-FASTENER ANGLE STEEL TYPE.

3. STEEL POSTS SHALL BE 5 FEET (MIN) IN HEIGHT AND SHALL BE

THE FENCE FABRIC AS DIRECTED BY THE CONTRACTING OFFICER.

FILTER FABRIC SHALL BE FASTENED ADEQUATELY TO

2. FILTER FABRIC SHALL HAVE A MINIMUM WIDTH OF 36".

SPACING.

SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY

1. WIRE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND

NOTES:

WIRES

VERTICAL

MIN. 12.5 GA.

1’-0"

UNDERLAYER STONE

ARMOR STONE

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Typewritten Text

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Typewritten Text

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Typewritten Text

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Typewritten Text R-1

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Typewritten Text

COVER

G-1 LOCATION AND VICINITY MAPS & INDEX OF DRAWINGS

CD-1 EXISTING SITE CONDITION AND DEMOLITION PLAN

C-1 SITE PLAN

C-2 TYPICAL AND CROSS SECTIONS

C-3 STOCKPILE AREA

C-4 CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE & GEOTEXTILE DETAILS

REFERENCE DRAWING

R-1 EASEMENT MAP

File details come from the government source that posted it. Updated Nov 14, 2017.