C-1.pdf

-1

-1

-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

P I

P I

P I

P I

POE

3+9

9.

P C

P I

P T

P I

P O B

N

E

N

E

N

E

N

E

N

E

N

E

N

E

N

E

N ,0

.0

E 2, 7, 6.

E = 3.16’

T = 14.12’

R = 30.00’

PI Sta= 0+81.59

EL.

.5

EL.

.5

EL.

.8

N

SCALE IN FEET

SCALE: 1" = 20’

2040 20 40 60

B1

B5

B7

B2

B6

B12

B3

B8

B11

B4

B9

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

A

SILT FENCE

TEMPORARY

CORIDOR

SITE ACCESS

T S

F

T S

F

TSF

T S

F

T S

F

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

EIP

CP

ERB

Cape Fear River

(R-1 ) F

OR E

ASEMENT MAP

SEE R

EFERENCE DRAWING

TSF TEMPORARY SILT FENCE

8.

7.

6.

5.

4.

3.

2.

1.

LAYER AND ARMOR STONE

SHALL BE FILLED WITH UNDER-

END OF TIMBER RETAINING WALL

ERODED AREA BEHIND NORTH

9.1

1-

TO TIDAL BEACH

OF ACCESS ROUTE

APPROX. LOCATION

T S F

T S

F

T S

F

T S F

OFFICER’S REPRESENTATIVE.

BEACH SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT HIS/HER EXPENSE AND MUST BE APPROVED BY THE CONTRACTING

MOBILIZATION AND DEMOBILIZATION OF THE BIDDING SCHEDULE. COORDINATION FOR OTHER ACCESS ROUTES TO THE TIDAL

REMOVAL OF THE TEMPORARY STRUCTURE AND REPLANTING SHALL BE INCLUDED IN THE CONTRACT LUMP SUM PRICE FOR

CONTRACTOR SHALL BE REPLANTED WITH SEA OATS AND AMERICAN BEACHGRASS. ALL COSTS FOR THE VIDEO, PLACEMENT AND

MATERIAL GRADED TO RESTORE THE DISTURBED AREA TO PRE CONSTRUCTION CONDITIONS. VEGETATION DAMAGED BY THE

START OF ANY WORK. THE TEMPORARY STRUCTURE SHALL BE REMOVED UPON COMPLETION OF ALL WORK AND ANY DISPLACED

THE PRE CONSTRUCTION CONDITIONS. THE CONTRACTOR SHALL SUBMIT ONE DVD TO THE GOVERNMENT FOR APPROVAL PRIOR TO

PRIOR TO PLACEMENT OF THE TEMPORARY STRUCTURE, THE ACCESS ROUTE SHALL BE VIDEOED BY THE CONTRACTOR TO DOCUMENT

SUITABLE TEMPORARY STRUCTURES SHALL BE LAID ON THE GROUND TO MINIMIZE IMPACTS TO THE EXISTING VEGETATION.

EQUIPMENT ACCESS TO THE TIDAL BEACH SHALL BE BY WAY OF THE ACCESS ROUTE SHOWN. TIMBER MATS OR OTHER

C L D

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

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

ENTRANCE DETAIL. UPON COMPLETION OF ALL SITE WORK, THE CONTRACTOR SHALL REMOVE THE CONSTRUCTION

TO THE STAGING AREA AND TO THE ACCESS ROUTE TO TIDAL BEACH. SEE PLATE C-4 FOR CONSTRUCTION

PRIOR TO PERFORMING ANY SITE WORK THE CONTRACTOR SHALL INSTALL A CONSTRUCTION ENTRANCE 1

A N

D

T E

M P S

IL

T

F E

N C

R

V

IS

O

T E

A D

D

A P P

R O

X L O

C

F

C E S

U T E

N O

T E

S O

U T

H P

O R

T

N O

R

H

R O

L

IN

A

B A

Y

S T R

E E T

L

IF

T

S T

A T

IO

N

S H

O R

E L

IN

E

E

R O

S

IO

O T E

C T

IO

N

N 61900

2 2

POST

POST

POST

POST

SIGN

SIGN

SIGN

POST

ELEV.=8.12

E=2297481.17

N=62062.85

REBAR WITH CAP

POINT NO 401

POST

POST

POST

POST

SIGN

POST

POST

POST

POST

POST

4.

C L D

J T

H

S P

J U

L

S

IT

E

P L A

N

C-1

SHEET 3 OF 6

C

K

B Y

A

B C D

E F G H

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D S

Y M

B O

L

F

IL

M E

W

IL

M

IN

G T

O N

N O

R

R O

L

IN

A

C O

R

E

N G

IN

E E

R S

U .S

A R

M Y

E

N G

IN

E

IS

T R

IC

T

D A T E

R E

V

IE

W

D R

A W

IN

G

D E

NUMBER

PLATE

S Y

M B

O L

D E S

C R

IP

T

IO

N D

A T E

A P P

R O

V E

D

D E S

IG

N fo r

C H

IE

F

D E S

IG

C T

IO

N

STA.

3+75

.6

WM

WM

8 8

WEST B

AY S

TREET

BENCH

WOOD

CONC. S

/W

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’

12" DIP IN=-0.94’

TOP=7.51’

SSWR MH

D

IP

IP

S O

U

L

R E

E T

IP

CAN

TRASH

E X

IS

T

IN

G

W

O D

IE

R

A S

P H

A L

T

BOTTOM=-1.36’

12" DIP OUT=-0.89’

TOP=12.89’

SSWR MH

S T

E P

S

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

E

BLDG

HOTEL

O H

W

POLE

POWER

O H

W

POLE

POWER

WEST B

AY S

TREET

BOX

ELEC.

12"

DIP

BENCH

WOOD

CONC. S

/W

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

soport-sec14-siteplan-fy13_am1.dgn 8/21/2013 9:27:01 AM