Attachment 3 - Permit Drawings

28+00 25+00 20+0015+0
0
10+00
5+00
0+00 Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153G-001; Plotted: 10/7/2021 3:55 PM by MORGAN, NEKOL; Saved: 10/7/2021 3:54 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWN4700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609919-781-4626NC FIRM NO. F-0105VICINITY MAP
SCALE: NTS
LOCATION PLAN
SCALE: NTS
RADIO ISLAND SHORELINE STABILIZATION &
INFRASTRUCTURE PROTECTION PROJECT
CARTERET COUNTY, NC
INDEX:OF
G-001 COVER SHEET12021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
EMERALD
ISLE
ATLANTIC
BEACH
ON
S
L
O
W

B
A
Y
NEUS
E
RI
V
E
R
NEWPORT
MCAS
CHERRY
POINT
PELETIER
ORIENTAL
PROJECT
LOCATIONS
ATLANTIC OCEAN
ARENDELL ST/
U
S

H
W
Y

7
0
RADIO
ISLAND
BEAUFORT
TAYLOR C
R
E
E
K
BEAUFORT
CHANNEL
MOREHEAD
CITY
INDEX OF DRAWINGS
SHEET NO.SHEET TITLE
G-001 COVER SHEET
G-002 GENERAL NOTES
G-003 ABBREVIATIONS & LEGEND
C-100 OVERALL SITE PLAN
C-110 BEACH RENOURISHMENT PLAN - SHEET 1 OF 3
C-111 BEACH RENOURISHMENT PLAN - SHEET 2 OF 3
C-112 BEACH RENOURISHMENT PLAN - SHEET 3 OF 3
C-113 DREDGE MATERIAL CONTAINMENT AREA PLAN
C-114 DREDGE & PIPELINE PLAN
C-115 PIPELINE PLAN - SHEET 1 OF 2
C-116 PIPELINE PLAN - SHEET 2 OF 2
C-300 TYPICAL SECTIONS
CS501 SPILLWAY AND EROSION CONTROL DETAILS
BEACH FILL
PROJECT SITE
DREDGE SITE
Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153G-002; Plotted: 10/7/2021 4:40 PM by MORGAN, NEKOL; Saved: 10/7/2021 4:40 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWNINDEX:OF
G-002 GENERAL NOTES22021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
BID QUANTITIES
1.THE FOLLOWING ESTIMATES OF SAND QUANTITIES REQUIRED FOR THE PROJECT ARE:
35,630 CY
10.
5.
9.CONTOURS FOR THE BEACH FILL PLANS ARE SHOWN AT 1 FT INTERVALS.
IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPLICABLE CODES
AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS
AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
1.
PERMITS
2.
8.
DREDGING
BEACH FILL
1.
2.
THE OWNER.
4.
11.BEACH FILL SLOPES CALLED OUT ON PLANS ARE HORIZONTAL : VERTICAL.
6.
7.
MEAN HIGH WATER (MHW) 1.17
NAVD 88
MEAN TIDE LEVEL (MTL) -0.38
1.17'
0.38'
12.
SAND SHALL BE PLACED WITHIN THE LIMITS AND GRADE LINES AS SHOWN IN THE PLANS
AS PRACTICALLY POSSIBLE. EVERY ATTEMPT WILL BE MADE BY THE CONTRACTOR TO FILL
WITHIN THE PRESCRIBED TEMPLATE. SEE TECHNICAL SPECIFICATIONS.
ALL SAND EXCAVATED FROM EAST TAYLORS CHANNEL SHALL BE TRANSPORTED TO, AND
DEPOSITED ON, THE BEACH BETWEEN THE LINES, GRADES, AND CROSS-SECTIONS SHOWN ON
THE DRAWINGS.
CONTRACTOR SHALL TAKE CARE TO GRADE THE BERM SO THAT PONDING
LANDWARD OF THE CRESTS IS MINIMIZED.
THE PLANE COORDINATES AND BEARINGS SHOWN FOR THE BEACH FILL SURVEYS ARE BASED
ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH AMERICAN DATUM 83
(NAD 83).
ALL ELEVATIONS SHOWN ON THE BEACH FILL DRAWINGS ARE REFERENCED TO THE NORTH
AMERICAN VERTICAL DATUM (NAVD 88).
THE BATHYMETRY/TOPOGRAPHY PRESENTED ON THE BEACH FILL PLANS AND SECTIONS IS BASED
ON A SURVEY COMPLETED IN MARCH 2018 BY GEODYNAMICS AND CAN ONLY BE CONSIDERED AS
INDICATING THE CONDITIONS AT THAT TIME.
THE MEAN HIGH WATER ELEVATION AND MEAN LOW WATER ELEVATION SHOWN ON THE BEACH
FILL DRAWINGS AND BELOW ARE BASED ON NOAA TIDAL DATUMS AT THE BEAUFORT, DUKE
MARINE LAB, NC STATION.
1.93'
MEAN LOWER WATER (MLW) -1.93
TOTAL PROJECT DREDGING
SEE TECHNICAL SPECIFICATIONS FOR ADDITIONAL PLACEMENT REQUIREMENTS.
IT IS THE INTENT OF THESE PLANS AND THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY
WITH THE ENVIRONMENTAL PERMITS ISSUED FOR THIS PROJECT. THE PERMITS ARE
FORTHCOMING AND WILL BE PROVIDED TO THE CONTRACTOR UPON RECEIPT FROM PERMITTING
AGENCIES. IT IS ANTICIPATED THAT ALL BASE BID WORK WILL NEED TO BE COMPLETED BY APRIL
30, 2022. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE AND GOVERN
HIMSELF BY ALL PROVISIONS OF THESE PERMITS. SEE THE TECHNICAL SPECIFICATIONS.
3.THE OWNER MAY MAKE ALTERATIONS IN THE PLAN DIMENSIONS, GRADE OF SLOPES, OR VOLUME
OF FILL PER FOOT OF BEACH IN ORDER TO ACCOUNT FOR CHANGED CONDITIONS SINCE THE TIME
OF THE EXISTING CONDITIONS SURVEY. THE CONTRACTOR SHALL WORK CLOSELY WITH THE
OWNER TO ENSURE THAT THE TOTAL QUANTITY OF SAND ALLOWED UNDER THE CONTRACT IS
PLACED AS EFFECTIVELY AS POSSIBLE.
PRE- AND POST-CONSTRUCTION SURVEYS OF THE BEACH AREA SHALL BE COMPLETED BY AN
INDEPENDENT REGISTERED/CERTIFIED SURVEYOR. TRANSECTS SHALL BE AT 100-FOOT
INTERVALS. ADDITIONAL ELEVATIONS SHALL BE TAKEN AS NECESSARY TO ACCURATELY
REPRESENT TOPOGRAPHY OF THE BEACH AREA.
GENERAL NOTES:
1.ALL DREDGING SHALL BE PERFORMED WITHIN THE LIMITS OF THE PERMITTED
DREDGING AREA AS SHOWN IN THE DRAWINGS.
2.IF HYDRAULIC DREDGING METHODOLOGY IS UTILIZED BY THE CONTRACTOR, ALL
PIPELINE MUST BE LOCATED WITHIN THE PIPELINE PLACEMENT AREA AS INDICATED ON
SHEETS C-115 THROUGH C-117.
3.THE PLAN COORDINATES AND BEARINGS SHOWN FOR THE DREDGING SURVEYS ARE
BASED ON THE NORTH CAROLINA STATE PLANE COORDINATE SYSTEM, NORTH
AMERICAN DATUM 83 (NAD 83).
4.ALL ELEVATIONS SHOWN ON THE DREDGING DRAWINGS ARE REFERENCED TO MEAN
LOWER LOW WATER (MLLW).
5.THE BATHYMETRY PRESENTED ON THE DREDGING PLANS IS BASED ON A SURVEY
COMPLETED IN MARCH 2018 FOR RADIO ISLAND BY GEODYNAMICS AND CAN ONLY BE
CONSIDERED AS INDICATING THE CONDITIONS AT THAT TIME.
6.A PRE- AND POST-DREDGE SURVEY OF THE DREDGE AREA SHALL BE COMPLETED BY
AN INDEPENDENT REGISTERED/CERTIFIED SURVEYOR TO STANDARDS OUTLINED IN
THE TECHNICAL SPECIFICATIONS.
3.ENVIRONMENTAL PERMITS FOR THE DREDGING OF EAST TAYLORS CREEK HAVE BEEN ISSUED
UNDER CAMA PERMIT # 35-20.
2.08'
MEAN LOWER LOW WATER (MLLW) -2.08
1.SITE VERIFICATION: PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR
SHALL CHECK THE DRAWINGS AGAINST THE SITE LOCATIONS AND NOTIFY THE
ENGINEER IN WRITING OF ANY DISCREPANCIES IN DIMENSIONS OR SITE
CONDITIONS. THE CONTRACTOR SHALL NOT BEGIN CONSTRUCTION IN ANY
SUCH AFFECTED AREA UNTIL THE DISCREPANCY HAS BEEN RESOLVED BY THE
CONTRACTOR AND APPROVED BY THE ENGINEER.
2.DREDGING MEANS AND METHODS ARE THE RESPONSIBILITY OF THE
CONTRACTOR AND MUST BE REVIEWED AND APPROVED BY THE ENGINEER OF
RECORD.
3.THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE LOCAL ENVIRONMENTAL
PROTECTION STANDARDS, LAWS, AND REGULATIONS.
4.THE CONTRACTOR SHALL CONDUCT OPERATIONS SO AS TO NOT INTERFERE
WITH OR BE DETRIMENTAL TO VEHICULAR OR MARINE TRAFFIC DURING THE
COURSE OF THE WORK.
5.CONTRACTOR SHALL LOCATE ALL UTILITIES (INCLUDING
UNDERGROUND/SUBAQUEOUS ONES) IN THE AREA OF CONSTRUCTION PRIOR
TO COMMENCING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE
ENGINEER OF ALL CONFLICTS WITH EXISTING UTILITIES PRIOR TO COMMENCING
WITH WORK IN THE CONFLICT AREA.
6.CONTRACTOR SHALL BECOME FAMILIAR WITH THE SITE PRIOR TO SUBMITTING
A BID FOR THE PROJECT. THE CONTRACTOR SHALL COORDINATE WITH THE
OWNER TO GAIN ACCESS TO THE SITE.
7.CONTRACTOR SHALL PROVIDE POST-DREDGE BATHYMETRIC SURVEY AND
DRAWINGS OF COMPLETED WORK TO THE ENGINEER.
8.ANY DAMAGE TO STATE, COUNTY, OR LOCAL ROADS CAUSED BY THE
CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT SHALL BE REPAIRED BY
THE CONTRACTOR TO THE SATISFACTION OF THE GOVERNING AUTHORITY.
9.CONTRACTOR SHALL SUBMIT LOCAL NOTICE TO MARINERS PRIOR TO
CONSTRUCTION.
10.UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL RESTORE DISTURBED
AREAS TO ORIGINAL CONDITION TO MATCH ADJACENT GRADES AND SHALL
REPLACE ANY DISTURBED PAVED OR GRASSED AREAS IN KIND.
11.ALL TEMPORARY UTILITIES NECESSARY FOR CONSTRUCTION SHALL BE
PROVIDED AT THE EXPENSE OF THE CONTRACTOR.
12.THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION
BARRIERS (HAY BALES AND SILTATION CURTAINS) TO PREVENT SILTATION OF
ADJACENT PROPERTY, STREETS, STORM SEWERS, AND WATERWAYS. IF, IN THE
OPINION OF THE COUNTY AND/OR LOCAL AUTHORITIES, EXCESSIVE QUANTITIES
OF EARTH ARE BEING TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE
OR VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID
EARTH FROM TRAVELWAYS TO THE SATISFACTION OF THE COUNTY AND/OR
LOCAL AUTHORITIES.
13.ALL BEACH FILL AND DREDGING WORK SHALL CONFORM TO THE
REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS.
14.THE CONTRACTOR SHALL PLACE THE PERMIT PLACARD ON THE JOB SITE AND
SHALL COMPLY WITH ALL TERMS OF THE PERMITS PERTAINING TO THE
PERFORMANCE OF THE WORK. SE THE TECHNICAL SPECIFICATIONS.
15.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS
BEFORE STARTING WORK. NOTIFY OWNER OF DISCREPANCIES.
16. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED. METHODS OF
CONSTRUCTION AND ERECTION OF STRUCTURAL MATERIAL ARE THE
CONTRACTORS RESPONSIBILITY.
17.THE CONTRACTOR SHALL ON A DAILY BASIS, REMOVE FROM THE SITE ANY
EXCAVATED MATERIAL OR DEBRIS. DISPOSAL OF THE MATERIAL IS THE
RESPONSIBILITY OF THE CONTRACTOR. ALL DEBRIS SHALL BE DISPOSED OF IN
A PERMITTED LANDFILL.
18.THESE PLANS ARE INCOMPLETE WITHOUT THE PROJECT TECHNICAL
SPECIFICATIONS.
19.ANY EXISTING SIGNS, FENCES, OR OTHER STRUCTURES WITHIN THE WORK
LIMITS SHALL BE PROTECTED AND/OR REMOVED AND LATER REPLACED BY THE
CONTRACTOR AS DIRECTED.
20.PROJECT POINTS OF CONTACT FOR CARERET COUNTY ARE:
PRIMARY CONTACT
EUGENE FOXWORTH
ASSISTANT COUNTY MANAGER
302 COURTHOUSE SQUARE
BEAUFORT, NC 28516
SECONDARY CONTACT
GREG "RUDI" RUDOLPH
SHORE PROTECTION MANAGER
CARTERET COUNTY
P.O. BOX 4297
EMERALD ISLE, NC 28594
GENERAL EROSION CONTROL NOTES:
1.THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH, INSTALL, AND MAINTAIN EROSION
CONTROL MEASURES.
2.DURING CONSTRUCTION THE CONTRACTOR SHALL PLACE EROSION CONTROL DEVICES AND
MEASURES AROUND THE CONSTRUCTED DREDGE MATERIAL CONTAINMENT AREA (DMCA) AND
OTHER AREA(S) NEEDED TO PREVENT EROSION AND THE MIGRATION OF SEDIMENT TO POINTS
OUTSIDE THE DEMOLITION/CONSTRUCTION AREA(S).
3.THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH, INSTALL, AND MAINTAIN TURBIDITY
BARRIERS IN ALL PERMANENT BODIES OF WATER REGARDLESS OF WATER DEPTH AROUND THE
WORK AREA DURING ALL DREDGING. THE CONTRACTOR HAS THE OPTION TO ENCLOSE THE
ENTIRE WATERSIDE OF THE SITE, WITHIN THE LIMITS OF DISTURBANCE, OR TO INSTALL AND
MOVE THE TURBIDITY BARRIERS IN STAGES. TURBIDITY MANAGEMENT PLAN TO BE SUBMITTED
TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO COMMENCEMENT OF CONSTRUCTION.
4.AT THE ONSET OF CONSTRUCTION, THE CONTRACTOR, AS THE PARTY RESPONSIBLE FOR
IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN, SHALL ASSESS THE
PROJECT SITE CONDITIONS AND FACTORS AND SELECT THE APPROPRIATE METHODS OF
PROTECTION. CONSTRUCTION SEQUENCING SHOULD BE PLANNED PRIOR TO INITIATION TO
PROVIDE ADEQUATE PROTECTION OF WATER QUALITY.
5.TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BE DESIGNED, MANUFACTURED,
AND INSTALLED IN ACCORDANCE WITH NCDOT STANDARDS.
6.ADDITIONAL EROSION CONTROL MEASURES THAN THOSE PRESENTED MAY BE REQUIRED DUE
TO CONSTRUCTION SEQUENCING AND UNFORESEEN WEATHER CONDITIONS. THESE
ADDITIONAL EROSION AND TURBIDITY CONTROL MEASURES, INCLUDING EXTRAS FOR
MATERIALS AND LABOR, MUST BE PROVIDED BY THE CONTRACTOR.
7.HAY BALES OR SILT SCREENS SHALL BE INSTALLED PRIOR TO LAND CLEARING AND DMCA
CONSTRUCTION ACTIVITIES AND MAINTAINED FOR THE DURATION OF THE PROJECT UNTIL ALL
SOIL IS STABILIZED.
8.THE INSTALLATION OF TEMPORARY EROSION CONTROL BARRIERS SHALL BE COORDINATED
WITH THE CONSTRUCTION OF PERMANENT EROSION CONTROL FEATURES TO THE EXTENT
NECESSARY TO ASSURE EFFECTIVE AND CONTINUOUS CONTROL OF EROSION AND WATER
QUALITY THROUGHOUT THE LIFE OF THE CONSTRUCTION PHASE.
9.THE TYPE OF EROSION CONTROL BARRIERS USED SHALL BE GOVERNED BY THE NATURE OF THE
CONSTRUCTION OPERATION AND SOIL TYPE THAT WILL BE EXPOSED. SILTY AND CLAYEY
MATERIAL MAY REQUIRE SOLID SEDIMENT BARRIERS TO PREVENT TURBID WATER DISCHARGE,
WHILE SANDY MATERIAL MAY NEED ONLY SILT SCREENS OR HAY BALES TO PREVENT EROSION.
DIVERSION DITCHES OR SWALES MAY BE REQUIRED TO PREVENT TURBID STORMWATER
RUNOFF FROM BEING DISCHARGED TO WETLANDS OR SURFACE WATERS. IT MAY BE
NECESSARY TO EMPLOY A COMBINATION OF BARRIERS, DITCHES, AND OTHER
EROSION/TURBIDITY CONTROL MEASURES IF CONDITIONS WARRANT.
10.THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS SUCH THAT THE AREA OF
UNPROTECTED ERODIBLE EARTH EXPOSED AT ANY ONE TIME IS NOT LARGER THAN THE
MINIMUM AREA NECESSARY FOR EFFICIENT CONSTRUCTION OPERATION. THE DURATION OF
EXPOSED, UNCOMPLETED CONSTRUCTION TO THE ELEMENTS SHALL BE AS SHORT AS
PRACTICABLE. CLEARING AND GRUBBING SHALL BE SO SCHEDULED AND PERFORMED SUCH
THAT GRADING OPERATIONS CAN FOLLOW IMMEDIATELY THEREAFTER. GRADING OPERATIONS
SHALL BE SO SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES
CAN FOLLOW IMMEDIATELY THEREAFTER IF CONDITIONS ON THE PROJECT PERMIT.
11.WATER DISCHARGE VELOCITIES FROM IMPOUNDED AREAS AND TEMPORARY SEDIMENTATION
BASINS SHALL BE RESTRICTED TO AVOID SCOURING IN RECEIVING AREAS.
12.FUGITIVE DUST CONTROLS (PRIMARILY BY USING WATER SPRAY TRUCKS) SHALL BE
EMPLOYED AS NEEDED TO CONTROL WINDBORN EMISSIONS.
13.ONGOING INSPECTIONS AND PERIODIC MAINTENANCE BY THE CONTRACTOR SHALL OCCUR
THROUGHOUT CONSTRUCTION AS NECESSARY TO INSURE THE ABOVE METHODS ARE
WORKING SUITABLY. THIS MAY BE NEEDED DAILY, IF CONDITIONS SO WARRANT.
Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153G-003; Plotted: 10/7/2021 3:55 PM by MORGAN, NEKOL; Saved: 10/6/2021 6:35 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWNINDEX:OF
G-003 ABBREVIATIONS &LEGEND32021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
B5
CS-555
SAMPLE VIEW TITLE
SCALE: 1"=50'
A3
SF-123
C4
G-101
LEGEND
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
VIEW TITLE
SECTION CALLOUT
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
DETAIL CALLOUT
VIEW NUMBER
SHEET NUMBER VIEW
REFERENCED TO
A3
SF-123
DETAIL CALLOUT WITH
LEADERS
C4
G-101
SECTION CALLOUT
WITH JOG
1
KEYED NOTE
* VIEW NUMBER IS BASED ON THE (DACS) LOCATION OF THE LOWER-LEFT
EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING
DRAWING INFORMATION BETWEEN SHEETS, BOTH THE VIEW AND SHEET
NUMBERS MUST BE QUOTED TOGETHER - EITHER IN A CALLOUT FORMAT AS
SHOWN ABOVE OR IN THE FORM;
"VIEW NO./SHEET NO." (EG A1/CS-5001)
DISCIPLINE DESIGNATORS
DISCIPLINE DESIGNATOR
GENERAL G
SURVEY/MAPPING V
GEOTECHNICAL B
CIVIL WORKS W
CIVIL C
STRUCTURAL S
MECHANICAL M
ELECTRICAL E
OTHER DISCIPLINES X
SHEET TYPE DESIGNATORS
0 GENERAL (COVER SHEET, LEGEND, NOTES)
1 PLANS (HORIZONTAL VIEWS)
2 ELEVATIONS (NOT TYPICALLY USED)
3 SECTIONS (OVERALL VIEWS)
4 LARGE-SCALE VIEWS (PLANS, SECT. OR ELEV. - NOT DETAILS)
5 DETAILS (MAY BE PLAN, SECT. OR ELEV. VIEWS)
6 SCHEDULES
7 USER DEFINED
8 USER DEFINED
9 3D ISOMETRIC
SECONDARY DESIGNATORS
DEMOLITION D
GENERAL G
SUBSTRUCTURE B
FRAMING F
COMPONENT C
SITE S
REVISION NUMBERING
A00, A01...PRE-BID SUBMITTALS
B00, B01...BID SUBMITTALS
000, 001...CONSTRUCTION SUBMITTALS
1
A A TITLE BLOCKDRAWING AREA COORDINATE SYSTEM (DACS)
Sheet Reference
Number:
SF102
SHEET
DESIGNATOR
SHEET TYPE
SHEET
SEQUENCE
SHEET NUMBERING
B B
C C
D D
E E
2 3 4 5 6
1 2 3 4 5 6
DRAWING AREA
LEGEND
MEAN HIGH WATER LINE
WP-##
PROPOSEDEXISTING
PROPERTY LINE
MAJOR CONTOUR
MINOR CONTOUR
5
FILL SLOPE LIMIT
CONSTRUCTION BASELINE WORK POINT
ABBREVIATIONS
NAME
NGS STATION
CY CUBIC YARDS
DMCA DREDGE MATERIAL CONTAINMENT AREA
FT FEET OR FOOT
MHW MEAN HIGH WATER
MLW MEAN LOW WATER
MLLW MEAN LOW LOW WATER
NAD NORTH AMERICAN DATUM
NAVD NORTH AMERICAN VERTICAL DATUM
NOAA NATIONAL OCEANIC AND
ATMOSPHERIC ADMINISTRATION
No.NUMBER
TYP TYPICAL
VEG VEGETATION
WP WORK POINT
B.L. BASELINE
@ AT
~ APPROXIMATELY
FILL SLOPE BREAK
Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153C-100; Plotted: 10/7/2021 3:56 PM by MORGAN, NEKOL; Saved: 10/7/2021 2:02 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWN4700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609919-781-4626NC FIRM NO. F-0105INDEX:OF
C-100 OVERALL SITE PLAN42021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
1000'0'1000'2000'
SCALE: 1''=1000'
N
RADIO
ISLAND
SHEET C-110
SHEET C-111
SHEET C-112
SHEET C-113
DREDGE MATERIAL
CONTAINMENT AREA
BEACH RENOURISHMENT AREA
EFFLUENT
DISCHARGE
LOCATION
DREDGE AREA, PREVIOUSLY
PERMITTED UNDER CAMA # 35-20
SHEET C-114
SHEET C-115
SHEE
T

C-116
SHEE
T
C-116
PIPELINE PLACEMENT AREA
SHEET C-115
(
0
)(-
5
)
(-
1
0
)(-1
5
)
(0)
(-5)
(-10)
(-15
)(-20)(0)
(-5)
(-10)
(-15)
(-20
)
MHW MHW MHW
MHW
MHW
MHW
MH
W
M
H
W
MH
W
MH
W
MH
W
MH
W
M
H
W
MHW
MHWMHWMHWM
H
W
M
H
W
MHW
MHW
MHW
MHW
MH
W
MH
W
MH
W
M
H
W
M
H
W
M
H
W
M
H
W
M
H
W
M
H
W
M
H
W
MHW5
5
5
5
10
10510
0+00
1+00
2+003+004+005+006+007+008+009+0010+0011+0012+00Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153C-110; Plotted: 10/7/2021 3:57 PM by MORGAN, NEKOL; Saved: 10/7/2021 2:52 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWN4700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609919-781-4626NC FIRM NO. F-0105MATCHLINE: SEE C-111N50'0'50'100'
SCALE: 1''=50'
INDEX:OF
C-110 BEACH RENOURISHMENTPLAN - SHEET 1 OF 352021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
SEAWARD
LIMIT OF FILL
BERM CREST
LANDWARD
LIMIT OF FILL
BL BEACH FILL
PROPOSED MHW
EXISTING MHW
5:1 SLOPE
5:
1

S
L
O
P
E
3:1 BACKSLOPE
B1
C-300
NOTE:
BEACH FILL PLACEMENT TO OCCUR SEAWARD OF EXISTING VEGETATION.
(-15)
(-10)
(-15)
(-20)
(-30)
(-25)
(-30)
(-25)
(-20)
5
(0)
(-5)
(-10)
(-15)
(-20)
(-25)
(-30)
(-25)
(-20)
(-5)(0)5
1010
10
5
(0)(-5)
(-5)
(-10)
(-25)
(-30)
(-35)
5 5MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW MHW MHW MHW MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW MHW MHW
MHW1215
10
10
8
12+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153C-111; Plotted: 10/7/2021 3:57 PM by MORGAN, NEKOL; Saved: 10/7/2021 2:07 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWN4700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609919-781-4626NC FIRM NO. F-0105MATCHLINE: SEE C-112N50'0'50'100'
SCALE: 1''=50'MATCHLINE: SEE C-110INDEX:OF
C-111 BEACH RENOURISHMENTPLAN - SHEET 2 OF 362021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
SEAWARD
LIMIT OF FILL
BERM CREST
LANDWARD
LIMIT OF FILL
BL BEACH FILL
PROPOSED MHW
EXISTING MHW
3:1 SL
O
P
E
5:1 SLOPE
5:1 SL
O
P
E
3:1 SL
O
P
E
5:1 SLOPE
3:1 SLOPE
3:1 SLOPE
DUNE CREST
MARIN
E

D
R
MATCHLINE: SEE C-113
B1
C-300
B4
C-300
USACE NAVIGATION
CHANNEL LIMITS
25'-0" BUFFER TO USACE
NAVIGATION CHANNEL LIMITS
NOTE:
BEACH FILL PLACEMENT TO OCCUR SEAWARD OF EXISTING VEGETATION.
10
0 105151
5 1051550
MHW
MHW MHWMHWMHWMHW
MHW
MHW
MHW
MHW
MHW
MHW
MHW
MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW
MHWMHWMHW1255 25+0026+0027+0028+0028+20Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153C-112; Plotted: 10/7/2021 3:58 PM by MORGAN, NEKOL; Saved: 10/7/2021 2:08 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWN4700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609919-781-4626NC FIRM NO. F-0105N50'0'50'100'
SCALE: 1''=50'MATCHLINE: SEE C-112INDEX:OF
C-112 BEACH RENOURISHMENTPLAN - SHEET 3 OF 372021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
SEAWARD
LIMIT OF FILL
BERM CREST
LANDWARD
LIMIT OF FILL
BL BEACH FILL
PROPOSED MHW
EXISTING MHW
5:1 S
L
O
P
E
3:1 S
L
O
P
E
3:1 S
L
O
P
E
DUNE CREST
5:1 S
L
O
P
E
MARINE DR
PROPERTY OF UNITED
STATES OF AMERICA
B1
C-300
B4
C-300
NOTE:
BEACH FILL PLACEMENT TO OCCUR SEAWARD OF EXISTING VEGETATION.
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
F
SF
S
F
SF
SF
SF
SFSF
SF SF SFSFSF5
(0)
(-5)
(-10)
(-15)(0)5
1010
151
5 105155 551020
20
15
5 1015
2
0
1015202
520 20000MHW
MHW
MHW
MHW
MHW
MHW
MHW MHW MHW
MHW
MHW
MHW
MHW
MHW MHW MHW
MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW12812121255520
15
10
15
10
2
520 2
520
15
20 255
10
8 12D1
C-300
TOP OF DIKE
PROPOSED
DISCHARGE PIPE
3:1 SL
O
P
E
3:1 SL
O
P
E
TOE OF DIKE
SILT FENCE AND/OR
HAY BALE, SEE NOTE 2
PIPELINE WILL BE PLACED
BELOW ELEVATION OF
ROAD VIA CUT AND COVER
CLARIFICATION
AREA
DMCA
PROPOSED RISER
EXCAVATION @
3:1 AND BACKFILL
10.00'PROPOSED
DISCHARGE PIPE
TOP INV. = 3.5
BOTTOM INV. = 3.0
SEE NOTE 1
B1
C-300
EXISTING HIGH GROUND (EL 12)
OF CLARIFICATION AREA
EXISTING EL 10: MAXIMUM
ELEVATION FOR WATER LEVEL Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153C-113; Plotted: 10/7/2021 3:58 PM by MORGAN, NEKOL; Saved: 10/7/2021 3:46 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWN4700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609919-781-4626NC FIRM NO. F-0105N60'0'60'120'
SCALE: 1''=60'
MATCHLINE: SEE C-111
INDEX:OF
C-113 DREDGE MATERIALCONTAINMENT AREA PLAN82021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
NOTE:
1.BOTTOM INVERT ELEVATION OF DISCHARGE PIPE FROM
CLARIFICATION AREA IS 0.5- FT ABOVE HIGH TIDE LINE.
2.FOR EROSION CONTROL DETAILS, SEE SHEET CS501.
(-10)(-10)(-5)
(-10)(-5)(-5)(-15
)28+0025+0020+001
5
+
0
0
10+00
5+00
0+00
ET-01
ET-02
ET-03
ET-04
ET-05
ET-06
ET-07ET-08
ET-09
ET-10
ET-11
ET-12
ET-13
ET-14
ET-15
ET-16
ET-17
ET-18
ET-19
ET-20
ET-21
ET-22
ET-23
ET-24
ET-25
ET-26
POINT TABLE
NORTHING
356546.15
356634.59
355843.67
355803.97
356167.40
356077.35
356350.79
356366.89
356324.09
356515.28
357471.97
356991.86
357266.12
356886.62
357007.91
356729.06
356977.55
356785.32
357018.43
356005.03
356648.71
357265.70
356855.42
357073.43
356059.05
356509.49
EASTING
2716363.56
2716577.68
2716780.02
2716359.89
2716705.86
2716412.24
2716484.99
2716137.63
2715886.02
2716972.62
2716947.82
2716924.69
2716685.52
2716668.33
2716423.71
2716163.45
2715925.00
2715681.45
2715421.23
2716116.75
2715907.19
2717067.02
2715163.59
2714934.15
2715614.70
2717658.00
POINT #
ET-01
ET-02
ET-03
ET-04
ET-05
ET-06
ET-07
ET-08
ET-09
ET-10
ET-11
ET-12
ET-13
ET-14
ET-15
ET-16
ET-17
ET-18
ET-19
ET-20
ET-21
ET-22
ET-23
ET-24
ET-25
ET-26
Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153C-114; Plotted: 10/7/2021 3:58 PM by MORGAN, NEKOL; Saved: 10/7/2021 3:48 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWN4700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609919-781-4626NC FIRM NO. F-0105N
INDEX:OF
C-114 DREDGE & PIPELINE PLAN92021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
160'0'160'320'
SCALE: 1''=160'
A4
C-300
PIPELINE PLACEMENT
AREA, SEE NOTE 1
NOTES:LEGEND:
USACE NAVIGATION
CHANNEL LIMIT
25' USACE NAVIGATION
CHANNEL BUFFER
10' SHORELINE BUFFER
1.PIPELINE PLACEMENT SHALL BE IN THE
AREA BETWEEN THE 10' SHORELINE
BUFFER AND THE 25' USACE NAVIGATION
CHANNEL BUFFER.
2.DREDGE PREVIOUSLY PERMITTED UNDER
CAMA # 35-20.
Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153C-115; Plotted: 10/7/2021 3:58 PM by MORGAN, NEKOL; Saved: 10/7/2021 3:49 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWN4700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609919-781-4626NC FIRM NO. F-0105N
INDEX:OF
C-115 PIPELINE PLAN - SHEET 1 OF 2102021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
PIPELINE PLACEMENT
AREA, SEE NOTE
TAYLORS CREEK
MATCHLINE: B-BTAYLORS CREEK
N
200'0'200'400'
SCALE: 1''=200'MATCHLINE: A-AMATCHLINE: A-AUSACE NAVIGATION
CHANNEL LIMITS
USACE NAVIGATION
CHANNEL LIMITS
10'-0" SHORELINE BUFFER MATCHLINE: SEE C-11425'-0" NAVIGATION
CHANNEL BUFFER
PIPELINE PLACEMENT
AREA, SEE NOTE
10'-0" SHORELINE BUFFER
25'-0" NAVIGATION
CHANNEL BUFFER
LEGEND:
USACE NAVIGATION
CHANNEL LIMIT
25' USACE NAVIGATION
CHANNEL BUFFER
10' SHORELINE BUFFER
NOTE:
PIPELINE PLACEMENT SHALL BE IN THE AREA
BETWEEN THE 10' SHORELINE BUFFER AND
THE 25' USACE NAVIGATION CHANNEL BUFFER.
Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153C-116; Plotted: 10/7/2021 3:59 PM by MORGAN, NEKOL; Saved: 10/7/2021 3:51 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWN4700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609919-781-4626NC FIRM NO. F-0105INDEX:OF
C-116 PIPELINE PLAN -SHEET 2 OF 2112021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
TAYLOR
S

C
R
E
E
K
N
200'0'200'400'
SCALE: 1''=200'MATCHLINE: B-BN
MATCHLINE: C-CMATCHLINE: C-CTAY
L
O
R
S
C
R
E
E
K
MATCHLINE: SHEET C-111USACE NAVIGATION
CHANNEL LIMITS
USACE NAVIGATION
CHANNEL LIMITS
LEGEND:
USACE NAVIGATION
CHANNEL LIMIT
25' USACE NAVIGATION
CHANNEL BUFFER
10' SHORELINE BUFFER
NOTES:
1.PIPELINE PLACEMENT SHALL BE IN THE
AREA BETWEEN THE 10' SHORELINE
BUFFER AND THE 25' USACE NAVIGATION
CHANNEL BUFFER.
2.BULKHEAD CHANNEL CROSSING WILL BE
DETERMINED BY CONTRACTOR.
PIPELINE PLACEMENT
AREA, SEE NOTE 110'-0" SHORELINE BUFFER
25'-0" NAVIGATION
CHANNEL BUFFER
PIPELINE PLACEMENT
AREA, SEE NOTE 1
10'-0" SHORELINE BUFFER
25'-0" NAVIGATION
CHANNEL BUFFER
SEE NOTE 2
BULKHEAD CHANNEL
ELEVATION (FEET NAVD 88)-10
0
10
20
30
-10
0
10
20
30
-1+00 0+00 1+00 2+00 3+00
DISTANCE (FEET)BASELINEADEQUATE PIPE SIZE AND
NUMBER TO BE DETERMINED
BY CONTRACTOR
APPROX.
EXISTING
GRADE
3:13:1
10.0'
CUT AND BACKFILL AFTER
PIPELINE PLACEMENT
0
10
20
30
40
0
10
20
30
40
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00ELEVATION (FEET NAVD 88)DISTANCE (FEET)
APPROX.
EXISTING
GRADE
MAXIMUM LIMIT OF
PONDED WATER EL 26.0'6.0'
TYP
EL 28.0
SILT FENCE
3:13:13:13:1MAXIMUM LIMIT OF
OF FILL EL 34.0'5:15
:
1
-30
-20
-10
0
10
-30
-20
-10
0
10
0+00 1+00 2+00 3+00 4+00ELEVATION (FEET NAVD 88)DISTANCE (FEET)BASELINEBERM WIDTH VARIES
5:1
APPROX.
EXISTING
GRADE
20 20
BEACH FILL
-30
-20
-10
0
10
20
-30
-20
-10
0
10
20
0+00 1+00 2+00 3+00 4+00ELEVATION (FEET NAVD 88)BASELINEEL 12.0
EL 4.03:15:13:1APPROX.
EXISTING
GRADE
DUNE WIDTH VARIES
BEACH FILL
37'-6"
℄ CHANNEL
3:1
3:1
APPROX. EXIST.
GRADE, EL VARIES
EDGE OF
CHANNEL, TYP
DESIGN DREDGE -12.0 (MLW)
VARIES
TYP
37'-6"Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153C-300; Plotted: 10/7/2021 3:59 PM by MORGAN, NEKOL; Saved: 10/7/2021 3:00 PM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWN4700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609919-781-4626NC FIRM NO. F-01053:1A1
C-113
EFFLUENT DISCHARGE PIPELINE TYPICAL SECTION
SCALE: AS NOTED
B1
C-110
BEACH FILL BERM TYPICAL SECTION
SCALE: AS NOTED
C-111,C-112
B4
C-111
BEACH FILL DUNE TYPICAL SECTION
SCALE: AS NOTED
C-112
D1
C-113
DMCA CONTAINMENT DIKE TYPICAL SECTION
SCALE: AS NOTED
INDEX:OF
C-300 TYPICAL SECTIONS122021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
5'0'5'10'
VERTICAL SCALE: 1''=5'
50'0'50'100'
HORIZONTAL SCALE: 1''=50'
A4
C-114
DREDGE TYPICAL SECTION
SCALE: NTS
20"16"EMBED FILTER CLOTH
MIN 8" INTO GROUND
OVERLAND FLOW
3'-0" MIN STEEL FENCE POST
10' MAX. POST SPACING
CONSTRUCTION NOTES FOR FABRICATED SILT FENCE
1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS
WITH WIRE TIES OR STAPLES.
2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE
WITH TIES SPACED EVERY 2'-0" AT TOP & MID SECTION.
3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY
SHALL BE OVERLAPPED BY SIX INCHES & FOLDED.
4.THE CONTRACTOR SHALL INSTALL SILT FENCE AT THE LOCATIONS
SHOWN. THE SILT FENCE SHALL BE INSPECTED AFTER EACH STORM
EVENT AND MAINTENANCE AND/OR CLEAN OUT IS NECESSARY ANYTIME
THE DEVICE REACHES 50% CAPACITY.
5.SHALL BE IN ACCORDANCE WITH NCDOT SPECIFICATION 1605.
WOVEN WIRE FENCE (14 1/2 GA
MIN, MAX 6" MESH SPACING) WITH
FILTER CLOTH OVER
UNDISTURBED
GROUND
PERSPECTIVE VIEW
OVERL
A
N
D

F
L
O
W
OVERL
A
N
D

F
L
O
W
10' MAX. O.C.MIN8"WOVEN WIRE FENCE (MIN 14 1/2
GAUGE, MAX 6" MESH SPACING)
3'-0" MIN STEEL FENCE POSTS,
DRIVEN MIN 16" INTO GROUND
HEIGHT OF FILTER=16" MINNOTE:
1.FOR ADDITIONAL TEMPORARY EROSION SEDIMENT CONTROL NOTES AND
DETAILS REFER TO NCDOT STANDARDS.
SLOPE
SLOPE
AS SHOWN
WETLAND LINEA'
HAY BALE (TYP)
STAKE (TYP)
WETLAND
SETBACK LINE
HAY BALE
FILL
EXISTING GRADE LINE
STAKE (TYP)
SEAL
WIT
H
COMP
A
CT
E
D FILLWETLAND LINEA
PLAN SECTION "A-A"Dwn by:Designed by:Reviewed by:Date:Rev.Ckd by:Submitted by:Drawing Scale:Plot scale: MOFFATT & NICHOLM&N Project No. Drawing code: DescriptionDateAppr.MarkRADIO ISLAND SHORELINE STABILIZATION &INFRASTRUCTURE PROTECTION PROJECTSheet
Reference No.1:1 (D SHEET)MARK PIRRELLODRAWING SCALES SHOWN BASED ON 22"x34" DRAWING 10153SEAL
A
1
File: Q:\RA\10153\CADD\RadioIsland\20 CADD\_Active\_Radio Island\10153CS501; Plotted: 10/7/2021 3:59 PM by MORGAN, NEKOL; Saved: 10/7/2021 10:16 AM by NMORGANNOT TO BE USED FOR CONSTRUCTION
ISSUED FOR PERMIT
ISSUED: 2021-10-07
2 3 4 5 6
B
C
D
E
1 2 3 4 5 6
A
B
C
D
E
AS SHOWN4700 FALLS OF NEUSE RD, SUITE 300RALEIGH, NC 27609919-781-4626NC FIRM NO. F-0105AS NEEDED.
A1
C-113
SILT FENCE DETAIL
SCALE: NTS
INDEX:OF
CS501 SPILLWAY AND EROSIONCONTROL DETAILS132021-10-07B. GRANTVNMSMM. PIRRELLO00ISSUED FOR PERMIT2021-10-07MP13
D1
C-113
SPILLWAY ELEVATION
SCALE: NTS
C1
C-113
SPILLWAY PLAN
SCALE: NTS
C2
C-113
ANTI-SEEP COLLAR DETAIL
SCALE: NTS
C5
C-113
TIMBER STOPLOG DETAILS
SCALE: NTS
A2
C-113
SILT FENCE PERSPECTIVE VIEW
SCALE: NTS
A5
C-113
HAY BALE DETAIL
SCALE: NTS