HomeMy WebLinkAboutSite PlanU
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VITA
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SITE
421
PENDER CO
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T
Y
NEW HANOV
E
R
C
O
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N
T
Y
VITA
M
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D
R
I
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NORTHEAST
CAPE FEAR
RIVER
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
NOT TO SCALE
VICINITY MAP
CAPE FEAR TOWNSHIP
NEAR WILMINGTON, NORTH CAROLINA
NEW HANOVER/PENDER COUNTIES
INDEX OF DRAWINGS
C1.0 - EXISTING CONDITIONS
C1.1 - TREE SURVEY
C2.0-C2.3 - SITE PLAN
C3.0-C3.3 - GRADING AND EROSION PLAN
C4.0-C4.3 - UTILITY PLAN
C5.0-C5.5 - PROFILES
C6.0 - SITE & EROSION DETAILS
C6.1 - EROSION DETAILS
C6.2 - WATER & SEWER DETAILS
C6.3 - WATER DETAILS
PHILLIPS CENTER OF
WILMINGTON
SITE DEVELOPMENT PLANS
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
EXISTING UTILITY OWNER
WATER AND SEWER
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 Government Center Drive
Wilmington, North Carolina 28403
910-332-6673
Contact: Jeff Thebridge
OWNER/DEVELOPER
PHILLIPS LEASING SYSTEMS, LLC
327 Alexander Street
Fayetteville, North Carolina
910-323-9600
Contact: Mike Capps
email: mcapps@phillipstowing.net
SURVEYOR
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact: Jimmy Holland, PLS
email: jholland@4dsitesolutions.com
CIVIL ENGINEER
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact: Scott Brown, PE
email: sbrown@4dsitesolutions.com
Know what's below.
before you dig.Call
R
SEAL
L-4571
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AN R .S E E V E R
N O R T H CAROL
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PR O F E SSIO
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ND SU R V E Y OR
SEAL
027452
N O R T H CAROL
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PR O F E SSIO
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.SCOTT B R O W NENGINEER
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PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
DATE RELEASED
SEE SHEETS
PROJECT NAME
CLIENT
PROJECT INFORMATION
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
ALONG HWY 421 NEAR
WILMINGTON NORTH
CAROLINA
NEW HANOVER
PID: RO1500-001-003-000
RO1500-001-002-001
RO1500-001-006-000
PENDER
PIN: 3201-15-5184-000
U
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327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
SITE
421
PENDER CO
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NEW HANOV
E
R
C
O
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VITAM
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D
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NORTHEAST
CAPE FEAR
RIVER
VICINITY MAP
NOT TO SCALE
I:
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A
M
EXISTING
CONDITIONS
PHILLIPS
CENTER OF
WILMINGTON
REVISIONS
DRAWING SCALE
DATE SURVEYED
HORIZONTAL: 1"=150'
C-1.0
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SURVEYED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
AL
SEAN
JIMMY
1501
SEAL
L-4571
S
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AN R .S E E V E R
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
L
A
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D SU R V E Y OR
June 10, 2019
13 JUNE
4
D
S I T E S O L UT
I
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S
N
C
G
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8
3
(
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13 JUNE
10
7
SEAL
L-4571
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AN R .S E E V E R
N O R T H CAROL
I
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PR O F E SSIO
N
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U
S
4
2
1
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
SITE
421
PENDER CO
U
N
T
Y
NEW HANOV
E
R
C
O
U
N
T
Y
VITAM
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N
D
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I
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E
NORTHEAST
CAPE FEAR
RIVER
VICINITY MAP
NOT TO SCALE
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A
M
TREE
INVENTORY
MAP
PHILLIPS
CENTER OF
WILMINGTON
REVISIONS
DRAWING SCALE
DATE DRAWN
HORIZONTAL: 1"=150'
C-1.1
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SURVEYED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
GFR
TYLER
JIMMY
1501
FEBRUARY 28, 2024
4
D
S I T E S O L UT
I
O
N
S
N
C
G
R
I
D
N
A
D
8
3
(
2
0
1
1
)
10
7
THIS MAP WAS PREPARED IN ACCORDANCE WITH THE NEW HANOVER TREE & LANDSCAPING MANUAL, DATED NOVEMBER 2022.
THE DATA SHOWN HEREON WAS PROVIDED BY GELBERT, FULLBRIGHT & RANDOLPH FORESTRY CONSULTANTS AND TIMBER SALES AND COLLECTED BETWEEN APRIL & MAY 2023.
IN ADDITION TO THIS MAP, A SPREADSHEET ENTITLED 'TREE INVENTORY REPORT' PROVIDES ADDITIONAL INFORMATION.
SEAL
027452
N O R T H CAROL
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N
A
PR O F E SSIO
N
A
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C
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SCOTT B R O W NENGINEER
CURVE TABLE
U
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U
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4
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VITA
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PHILLIP
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VICINITY MAP
NOT TO SCALE
HORIZONTAL: 1"=150'
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SEAL
027452
N O R T H CAROL
I
N
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PR O F E SSIO
N
A
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C
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SCOTT B R O W NENGINEER
OVERALL
SITE PLAN
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-2.0
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
C2.1
C2.2
C2.3
4
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S
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C
G
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A
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8
3
(
2
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1
1
)
SITE
421
PENDER COU
N
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NEW HANOV
E
R
C
O
U
N
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VITAM
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NORTHEAST
CAPE FEAR
RIVER
10
7
SITE DATA
VITA
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PHILLIP
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C
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P
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A
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TOWING SYSTEMS ROAD
HORIZONTAL: 1"=60'
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SEAL
027452
N O R T H CAROL
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A
PR O F E SSIO
N
A
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C
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SCOTT B R O W NENGINEER
DETAILED
SITE PLAN
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-2.1
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
C2.2
4
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S I T E S O L UT
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N
S
N
C
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SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
DETAILED
SITE PLAN
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-2.2
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
C2
.
3
C2.1
4
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8
3
(
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SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
SITE PLAN
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-2.3
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
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VICINITY MAP
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
Know what's below.
before you dig.Call
R
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HORIZONTAL: 1"=150'
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
OVERALL
GRADING AND
EROSION
CONTROL PLAN
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-3.0
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
SITE
421
PENDER COU
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027452
N O R T H CAROL
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PR O F E SSIO
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C
.
SCOTT B R O W NENGINEER
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-3.1
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
C3.2
C3
.
3
4D
S I T E S O L UT
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N
S
N
C
G
R
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THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
Know what's below.
before you dig.Call
R
DETAILED
GRADING AND
EROSION
CONTROL PLAN
215
217
U
S
4
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SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-3.2
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
C3
.
3
C3.1
4
D
S I T E S O L UT
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O
N
S
N
C
G
R
I
D
N
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D
8
3
(
2
0
1
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THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
Know what's below.
before you dig.Call
R
DETAILED
GRADING AND
EROSION
CONTROL PLAN
215
217
13
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4
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6
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SCOTT B R O W NENGINEER
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-3.3
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
C3
.
2
4
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(
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)
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
Know what's below.
before you dig.Call
R
GRADING AND
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CONTROL PLAN
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VICINITY MAP
NOT TO SCALE
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
Know what's below.
before you dig.Call
R
I:
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HORIZONTAL: 1"=150'
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
OVERALL
UTILITY PLAN
NEW HANOVER
PID: RO1500-001-003-000
RO1500-001-002-001
RO1500-001-006-000
PENDER
PIN: 3201-15-5184-000
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-4.0
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
4
D
S I T E S O L UT
I
O
N
S
N
C
G
R
I
D
N
A
D
8
3
(
2
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)
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421
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THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
Know what's below.
before you dig.Call
R
I:
\
P
h
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l
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HORIZONTAL: 1"=60'
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
UTILITY PLAN
PID: RO1500-001-003-000
RO1500-001-002-001
RO1500-001-006-000
PENDER
PIN: 3201-15-5184-000
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-4.1
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
4
D
S I T E S O L UT
I
O
N
S
N
C
G
R
I
D
N
A
D
8
3
(
2
0
1
1
)
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THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
Know what's below.
before you dig.Call
R
I:
\
P
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l
l
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2
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HORIZONTAL: 1"=60'
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
UTILITY PLAN
PID: RO1500-001-003-000
RO1500-001-002-001
RO1500-001-006-000
PENDER
PIN: 3201-15-5184-000
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-4.2
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
C4
.
3
C4.1
4
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(
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215
217
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6
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15
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17
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13
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4
17
19
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20
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0
1
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1
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17
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16
15
1
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16
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19
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1
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1
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1
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1
7
1
5
1
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1
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1
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1
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17
18
21
18
19
11
16
13
14
13
12
1
9
20
19
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1
5
3
15
16
17
16
15
16
18
20
22
24
26
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3
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1
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18
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4
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33
31
29
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12
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54
3
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1
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1
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13
12
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4
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411
6
10
5
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1
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11
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1
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19
4
20
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17
13
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17
16
15
13
11
18
18 17 16
15
14
13
12
1
2
1
3
1
4
1
5
15
1
4
13
12
12
13
14
15
16
17
18
19
20
21
2
0
1
9
1
8
20
19
1
8
1
7
18
21
18
19
11
16
13
2
0
15
1
2
3
1820
22
20
22
2
4
20
15
10
4 2
2
3
4
4
33
31
29
27
25
23
21
19
17
15
23
25
3
10
5
12
14
16
18
20
22
24
26
28
31
11
1
0
9
8
7
6
5
4
4
22 10
9
8
7
6
5
4
3
4
5
6
6
54
3
3
3
5
4
6
5
4
2
2
2
2
44
3
4
4
4
4
5
4
4
4
5
4
5
4
5
5
4
4
5
5
4
3
3
43
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PH
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THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
Know what's below.
before you dig.Call
R
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2
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1
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:
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:
2
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A
M
HORIZONTAL: 1"=60'
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
UTILITY PLAN
PID: RO1500-001-003-000
RO1500-001-002-001
RO1500-001-006-000
PENDER
PIN: 3201-15-5184-000
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-4.3
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
C4
.
2
4
D
S I T E S O LUT
I
O
N
S
N
C
G
R
I
D
N
A
D
8
3
(
2
0
1
1
)
215
217
30
2
8
27
27
28
29
30
2022
20
20
1
8
22
17
20
14
1216
14
20
18
25 23
1
4
1
5
1
6
1
7
1
9
2
0
2
2
2
3
2
4
2
5
31
32
33
29
27
29
30
31
31
26
25
24
23
22 21 20 18 17 16
26
25
24
23
2
1
21
22
23
24
25
19
1
8
2
1
25
30
33
19
31
28
3
0
25
20
2
0
2
5
30
22
23
24
22
23
16
18
20
23
2
5
2
7
2
8
27
29
25
23
21
19
17
18
1
6
1
8
2
0
2
2
2
4
23
17
PHI
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I
P
S
C
E
N
T
E
R
L
O
O
P
PHILLIPS CENTER LOOP
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 9+50 TO 27+50
PHILLIPS CENTER
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
I:
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1
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2
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2
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1
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:
5
0
:
3
6
A
M
HORIZONTAL: 1"=60'
VERTICAL: 1"=6'
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
ROAD A
PROFILE
PHILLIPS
CENTER OF
WILMINGTON
REVISIONS
DRAWING SCALE
C-5.0
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
4
D
S
I
T
E
S O L U T I O NS
N
C
G
R
I
D
N
A
D
8
3
(
2
0
1
1
)
9
11
10
5
7 85
67
10
1
0
11
12
13
12
10
11 9
1
4
1
2
12
11
10
11
1
4
1
6
1
7
17
16
17
2
0
1
8
1
6
15
14
13
12
12 13
14
15
17
18
18 17 16
2
0
1
9
1
8
1
3
12
1
5
1
7
1
8
21
18
19
11
16
22
24
26
28
3
0
3
1
26
2
0
1
5
1
2
3
10
1
1
1
2
13
14
16
18
25
28
8
8
1
0
3
1820
2
5
22
20
22
2
4
20
15
10
4
29
27
25
23
21
19
17
15
12
14
16
18
20
22
24
26
11
1
0
31
25
20
30
1
5
PHILLIP
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TR
A
I
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I
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C
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E
R
L
A
N
E
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 27+50 TO 45+50
PHILLIPS CENTER
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
I:
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1
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2
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2
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1
0
:
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0
:
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4
A
M
HORIZONTAL: 1"=60'
VERTICAL: 1"=6'
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
ROAD A
PROFILE
PHILLIPS
CENTER OF
WILMINGTON
REVISIONS
DRAWING SCALE
C-5.1
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
4D S I
T E S OLUTI
O
N
S
N
C
G
R
I
D
N
A
D
8
3
(
2
0
1
1
)
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 45+50 TO 48+00
PHILLIPS CENTER
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 71+00 TO 76+50
PHILLIPS CENTER
14
4
16
15
4
15
16
14
4
16
15
11
1
0
9
8
7
6
5
4
18
1
5
16
17
14
19
4
2
0
19
17
1
7
1
6
20
21 20 19 18
20
1
8
1
9
11
16
33
31
23
2
5
3
10
5
12
1
4
1
6
1
8
2
0
2
2
2
4
2
6
2
8
3
1
11
10
9
22
10
9
8
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 9+00 TO 16+00
TRAINIING CENTER
14
16
17
16
15
1
4
17
1
6
18
16
16
15
14
13
11
15
17
18
17
15
15
171817
13
14
1
5
1
6
17
1
6
15
22
24
26
28
30
26
20
15
12
25
2
8
3
18
20
25
22
20
15
10
TRAINING CENTER LANE
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
I:
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2
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2
4
1
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:
5
1
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0
7
A
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HORIZONTAL: 1"=60'
VERTICAL: 1"=6'
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
ROADWAY
PROFILES
PHILLIPS
CENTER OF
WILMINGTON
REVISIONS
DRAWING SCALE
C-5.2
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
4D
S
I
T
E
S
OLUTI O N S
NC GRID NAD 83
(
2
0
1
1
)
4D S
I
T
E
S
O
LUT IO N S
NC GRID NAD 8
3
(
2
0
1
1
)
4D S I T E S OLUT
I
O
N
S
NC
G
R
I
D
N
A
D
8
3
(
2
0
1
1
)
13
1
4
1
5
16
17
18
1
9
2
0
2
1
2
2
19
21
11
10
16 14
20
18
16
17
18
19
11
12
7
2
3
21
13
14
15
16
17
18
19
20
21
22
23
23
22
19
20
21
18
17
16
16
17
20
21
13
1
7
1
9
21
17
19
21
22
23
25
27
29
3
1 3
3
35
1
7
1
7
3
2
1
25
3
0
30
3
5
TOW
I
N
G
S
Y
S
T
E
M
S
R
O
A
D
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 9+50 TO 23+00
TOWING SYSTEMS
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
I:
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N
.
d
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3
P
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1
4
.
2
0
2
4
1
0
:
5
1
:
1
5
A
M
HORIZONTAL: 1"=60'
VERTICAL: 1"=6'
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
ROAD B
PROFILE
PHILLIPS
CENTER OF
WILMINGTON
REVISIONS
DRAWING SCALE
C-5.3
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
18
22
17
20
20
18
20
22
23
24
23
22
21
19
21
21
2
3
25
27
28
27
2
5
2
3
2
119
1
7
15
14
1
3
13
1
9
4
20
1716
17
13
19
17
16
15
14
13
11
10
11
13
11
20
2
1
20
19
20
19
18
17
1
5
14
1
3
17
18
18
19
13
14
13
12
17
18
19
20
19
17
15
3
15
16
17
3
3
3
1
2
9
15
23 25
3
10
5
12
14
16
18
2022
2426
28
31
2
2
3
5
6
15
10
5
3
TOWING SY
S
T
E
M
S
R
O
A
D
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 23+00 TO 34+00
TOWING SYSTEMS
50' R/W (PUBLIC STREET)
ROADWAY PROFILE -0+50 TO 2+00
MH 23 TO EX MH 5
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
I:
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1
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2
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2
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1
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:
5
1
:
2
8
A
M
HORIZONTAL: 1"=60'
VERTICAL: 1"=6'
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
ROAD B &
SEWER
PROFILE
PHILLIPS
CENTER OF
WILMINGTON
REVISIONS
DRAWING SCALE
C-5.4
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
4
D
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IT E S O L U T IO
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27
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27 23
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15
17
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1
7
1
9
21
2
2
EAST VITAMIN DRIVE
50' R/W (PUBLIC STREET)
ROADWAY PROFILE 9+00 TO 20+50
EAST VITAMIN
WATER MAIN -0+50 TO 1+50
WATER TIE @ HWY 421
16
14
19
2
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1
8
1
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18
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18
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US
4
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PH
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327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
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HORIZONTAL: 1"=60'
VERTICAL: 1"=6'
SEAL
027452
N O R T H CAROL
I
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PR O F E SSIO
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C
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SCOTT B R O W NENGINEER
ROADWAY AND
WATER TIE
PROFILES
PHILLIPS
CENTER OF
WILMINGTON
REVISIONS
DRAWING SCALE
C-5.5
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
4 D S I T E S
O
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NC
G
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NC
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10 11
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1312
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NOT TO SCALE
SEAL
027452
N O R T H CAROL
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PR O F E SSIO
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SCOTT B R O W NENGINEER
SITE & EROSION
CONTROL
DETAILS
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-6.0
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
24" CONCRETE BAND
NTS
PRELIMINARY
VERIFY WITH GEOTECH
ROADWAY TYPICAL SECTION (WITH DITCH)
NTS
GENERAL EROSION AND SEDIMENT CONTROL NOTES
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO OFF-SITE BORROW OR WASTE AREAS, STAGING OR
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A
COPY OF THE AMENDED PERMIT.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR
OR THE ENGINEER.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
STABILIZED.
9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
RECEIVING OUTLET.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES WEEKLY AND AFTER EACH RUNOFF-PRODUCING EVENT.
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
ALL CONSTRUCTION ACCESS LOCATIONS INTO NON-PAVED AREA.
13. WHEN CROSSING CREEK OR DRAINAGE-WAY, THE CONTRACTOR
SHALL RIP-RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
GERMAN MILLET 40
A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
SEEDING DATES:
MAY 1 - AUGUST 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
SEEDING DATES:
AUGUST 15 - DECEMBER 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
ANNUAL KOBE LESPEDEZA 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SEEDING DATES:
JANUARY 1 - MAY 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING SPECIFICATIONS
TYPICAL RIP RAP DISSIPATER
NTS
SECTION A-A
PLAN
PERMANENT SEEDING SPECIFICATIONS
SEEDING SPECIFICATIONS
SEEDING MIXTURES:
SPECIES RATE (LBS./ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES:
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
NURSE PLANTS:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
SEEDING DATES:
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SPECIFICATIONS
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT²)
SEEDING DATES:
COASTAL PLAIN: APR. - JULY
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED.
TEMPORARY DIVERSION KEY NOTES:
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
FOR LESS THAN 30 DAYS.
TEMPORARY DIVERSION BERM
NTS
SILT FENCE
A
A
#9 WIRE STAPLES 1-1/2" LONG
MIN. 12-1/2 GA.
LINE WIRES
MIN. 12-1/2 GA
STAY WIRES
MIN. 10 GA. WIRE
TOP & BOTTOM STRAND
ATTACH WIRE FENCE TO POSTS AND EXTENDDRIVE STEEL POSTS 18" INTO THE GROUND
STEP 2
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
BACKFILL THE TRENCH AND COMPACT THE SOIL
EXCAVATED TRENCH AND TURNED OUT
THE BOTTOM OF THE FENCE 8" INTO THE
STEP 4
EXCAVATED TRENCH & TURNED
BOTTOM OF WIRE FENCE AND
FILTER FABRIC BURIED 8" IN
WIRE FENCE "HOG WIRE"
FILTER FABRIC
POSTS MAX 8' O.C.
STEP 1
STEP 3
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE
TRENCH AND TURNED OUT 4" IN THE TRENCH.
ATTACH THE FILTER FABRIC TO THE WIRE FENCE,
TRENCH UPHILL ALONG THE LINE OF
POSTS.
MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8"
FLOW
SECTION A-A
STEEL POST DRIVEN
24" INTO GROUND
HE
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G
H
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M
A
X
1
8
"
STEEL POSTS
OUT 4" IN THE TRENCH
4" IN THE TRENCH.
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
EXTENT THAT IT'S EFFECTIVENESS IS REDUCED SHALL BE
REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BE
THE SELF FASTENER ANGLE STEEL TYPE.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
THE DEVICE SHALL BE MADE IMMEDIATELY.
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
PRESSURE ON THE FENCE AS NEEDED.
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
CONTRIBUTING DRAINAGE AREA IS STABLE.
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
NTS
MAINTENANCE
MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
PUBLIC ROADWAYS.
CONSTRUCTION VEHICLES. AVOID STEEP GRADES
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
2-3" COURSE
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
PUB
L
I
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R
O
A
D
6" MIN. THICKNESS
ACCEPTANCE.
12'
m
i
n
.
50' mi
n
.
6"
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
POINTS OF THE VEHICULAR ENTRANCE AND EXIT
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
GRAVEL CONSTRUCTION ENTRANCE
DIMENSION OF GRAVEL PAD
THICKNESS - 6 INCHES MINIMUM
AREA, WHICHEVER IS GREATER
LENGTH - 50 FT. MINIMUM.
WITH 20 FOOT RADIUS AT EXISTING
IN LENGTH AND 12 FEET IN WIDTH
GRAVEL ENTRANCE SHALL BE 50 FEET
DESIGN CRITERIA
FILTER FABRIC
ROADWAY
36'-0" MIN
2-3" WASHED STONE
4'-0"10'-0"
AGGREGATE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
CHECK DAM WITH WEIR
NTS
SECTION A-A
MAINTENANCE
1. INSPECT THE CHECK DAMS AFTER EACH RAINFALL BUT IN NO
CASE LESS THAN ONCE PER WEEK
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE
TO AVOID UNDERMINING THE DAM DURING CLEANOUT.
3. CLEAN OR REPLACE THE STONE WHEN IT SHOWS SIGNS OF
CLOGGING OR OTHERWISE DOES NOT PERFORM CORRECTLY
4. WEIR SECTION MUST BE 9" LOWER THAN ABUTMENTS
5. DOWNSTREAM APRON LENGTH SHOULD BE 3 TIMES THE
HEIGHT OF THE WEIR.
ROCK PIPE INLET PROTECTION
NTS
FLO
W
FLO
W
FL
O
W
#57 WASHED STONE
1' THICK X 3' HIGH MIN.
CLASS 1 RIP RAP HEADWALL
CLASS 1 RIP RAP
(SEE SECTION THRU BASIN BELOW)
CONSTRUCTION SPECIFICATIONS:
1. CLEAR THE AREA OF ALL DEBRIS.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI-CIRCLE AROUND
THE PIPE INLET.
3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BE
PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
OUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL
DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT,
AND STABILIZE WITH GROUND COVER.
SEDIMENT
STORAGE
FLOOD
STORAGE
ZONE
PIPE INVERT
RIP RAP HEADWALL
NATURAL GROUND
FILTER FABRIC
MAX. SEDIMENT DEPTH
(CLEAN OUT POINT)
#57
WASHED
STONE
CLASS 1 RIP-RAP
SECTION THRU BASIN, FILTER, & CULVERT PIPE
NOT TO SCALE
SEDIMENT STORAGE AREA
PERSPECTIVE VIEW
NOT TO SCALE
FLOW
FLOW
MAINTENANCE:
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM
THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
GROUND STABILIZATION CHART
NTS
HEAVY DUTY PAVEMENT
NTS
1
8 9
2
3
54
6 7
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NOT TO SCALE
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
EROSION
CONTROL
DETAILS
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-6.1
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
BOTTOM OF FABRIC BURIED 8"
IN EXCAVATED TRENCH &
TURNED OUT 4" IN THE
TRENCH, OR PINNED WITH 8"
EROSION CONTROL MATTING
STAPLES.
SUPPORT WIRE OR
ROPE
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
THE TOP OF THE FABRIC SHALL BE 6" HIGHER
THAN THE WEIR.
ATTACH THE JUTE NETTING OR OTHER FABRIC
APPROVED BY THE ENGINEER TO THE STAY WIRE
AND POSTS, EXTEND THE BOTTOM OF THE FABRIC
8" INTO THE TRENCH AND TURNED OUT 4" IN THE
TRENCH OR USE 8" EROSION CONTROL MATTING
STAPLES.
ATTACH WIRE FENCE TO POSTS AND EXTEND
THE BOTTOM OF THE FENCE 8" INTO THE
EXCAVATED TRENCH AND TURNED OUT 4" IN
THE TRENCH.
DRIVE POSTS 24" INTO THE GROUND
MAXIMUM 4' O.C. AND EXCAVATE A 4" X 8"
TRENCH UPHILL ALONG THE LINE OF
POSTS.
NOTES:
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.
BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
ACCROSS THE BASIN OR TRAP.
4. POSTS FOR THE BAFFLES SHALL BE 4' OC.
MAINTENANCE
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY.
2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE
BAFFLES WHEN THE SEDIMENT IS REMOVED.
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN
NCDENR REPRESENTATIVE. THE ACTION WILL BE
APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS
STABLE.
4. PLACEMENT OF BAFFLES:
INLET ZONE- 35% OF LENGTH FROM ENTRY POINT
FIRST CELL - 25% OF LENGTH FROM INLET ZONE
SECOND CELL - 25% OF LENGTH FROM FIRST CELL
OUTLET ZONE - 15% OF LENGTH FROM SECOND CELL
STEEL POSTS
HE
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M
A
X
1
8
"
24" INTO GROUND
STEEL POST DRIVEN
SECTION A-A
FLOW
STEP 3
STEP 1
POSTS MAX 4' O.C.
JUTE NETTING OR EQUIVILENT
TOP STAY WIRE OR ROPE
STEP 4
STEP 2
A
A
PERSPECTIVE VIEW
POROUS BAFFLES
NTS
4.00' [1.22M]
4.00' [1.22M]
2.00' [0.61M]
8.00' [2.44M]
4.00' [1.22M]3.00' [0.91M]
3.00' [0.91M]
1.50' [0.46M]
2.00' [0.61M]
4.00' [1.22M]
2.00' [0.61M]
2.00' [0.61M]
4.00' [1.22M]
1.00' [0.30M]
2.00' [0.61M]
1.50' [0.46M]
3.00' [0.91M]
1.50' [0.46M]
2.00' [0.61M]
4.00' [1.22M]1.00' [0.30M]
0.7 STAPLES PER SQ. YD.
(0.8 STAPLES PER SQ. M)
1.3 STAPLES PER SQ. YD.
(1.5 STAPLES PER SQ. M)
1.7 STAPLES PER SQ. YD.
(2.0 STAPLES PER SQ. M)
3.4 STAPLES PER SQ. YD.
(4.1 STAPLES PER SQ. M)
3.6 STAPLES PER SQ. YD.
(4.3 STAPLES PER SQ. M)
STAPLE PATTERN FOR 8' ROLLS
NTS
EROSION CONTROL BLANKET INSTALLATION
NTS
MAINTENANCE:
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE
REINSTALLED.
1
3B
3A
4
5
2
FAIRCLOTH SKIMMER
NTS
SILT FENCE OUTLET
NTS
SECTION VIEW
MAINTENANCE NOTES:
1. REMOVE THE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
ADEQUATE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE &
REPLACE STONE AS NECESSARY AS IT BECOMES CLOGGED WITH
SEDIMENT.
2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
FRONT VIEW
NOTES:
1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE BARRIER.
3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC.
TYPICAL SWALE CROSS SECTION
NTS
GRASSED OR RIP RAP LINED SWALE
MAINTENANCE & CONSTRUCTION:
1. INSPECT THE SWALE FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
3. MAINTAIN PROPER CROSS SECTION UNTIL THE SWALE IS STABLE.
4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES.
CONSTRUCTION SPECIFICATIONS:
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
2. EXCAVATE THE CHANNEL AND SHAPE IT TO NEAT LINES
AND DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW
FOR BULKING DURING SEEDBED PREPARATIONS AND SOD
BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE CHANNEL
FREELY.
4. ESTABLISH GRASS IN THE CHANNEL IMMEDIATELY.
MAINTENANCE
INSPECT TEMPORARY SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH
SEDIMENT CONTROLS.
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND
INSPECT THE EMBANKMENT FOR
PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE
ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
TEMPORARY SEDIMENT BASIN
NTS
CONSTRUCTION SPECIFICATIONS
1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.
DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN
REMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS TO FACILITATE
SEDIMENT CLEANOUT. STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC
MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE
VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROLS BELOW
THE BASIN AS NEEDED.
2. EXCAVATE CUT-0FF TRENCH ALONG THE CENTER LINE OF THE EARTH FILL
EMBANKMENT. CUT THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE
MAKE IT LESS THAN 2 FEET DEEP. THE CUT-OFF TRENCH MUST EXTEND INTO
BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE RISER CREST. MAKE
THE MINIMUM BOTTOM WIDTH WIDE ENOUGH TO PERMIT OPERATION OF
EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE LESS THAN 2 FEET.
MAKE SIDE SLOPES OF THE TRENCH NO STEEPER THAN 1:1. COMPACTION
REQUIREMENTS ARE THE SAME AS THOSE FOR THE EMBANKMENT. KEEP THE
TRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS.
3. EMBANKMENT - TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ON
THE PLANS. IT SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY
VEGETATION, ROCKS, AND OTHER OBJECTIONABLE MATERIAL. SCARIFY AREAS
ON WHICH FILL IS TO BE PLACED BEFORE PLACING FILL. THE FILL MATERIAL
MUST CONTAIN SUFFICIENT MOISTURE SO IT CAN BE FORMED BY HAND INTO A
BALL WITHOUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL, IT IS
TOO WET FOR PROPER COMPACTION. PLACE FILL MATERIAL IN 6 TO 8 INCH
CONTINUOUS LAYERS OVER THE ENTIRE LENGTH OF THE FILL AREA AND
COMPACT IT. COMPACTION MAY BE OBTAINED BY ROUTING THE CONSTRUCTION
HAULING EQUIPMENT OVER THE FILL SO THAT THE ENTIRE SURFACE OF EACH
LAYER IS TRAVERSED BY AT LEAST ONE WHEEL OR TREAD TRACK OF HEAVY
EQUIPMENT, OR A COMPACTOR MAY BE USED. CONSTRUCT THE EMBANKMENT
TO AN ELEVATION 10% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR
SETTLING.
4. SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A
WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEEN
BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE
BARREL AND RISER ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO
NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS
BACKFILL AROUND THE PIPE OR ANTISEEP COLLARS. PLACE THE FILL MATERIAL
AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS, AND COMPACT IT UNDER AND
AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT
EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM
CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE
HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL
OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHER
SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE
CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE
EMBANKMENT IS COMPLETE.
5. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE
ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND
ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL
OPERATION OF THE EMERGENCY SPILLWAY.
6. DISCHARGE THE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION.
USE DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT-LADEN
WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE TRAP EFFICIENCY.
7. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE
EMBANKMENT BEFORE THE AREA IS CLEARED.
8. INSTALL POROUS BAFFLES AS SPECIFIED.
9. AVOID STEEP SIDE SLOPES, AND FENCE AND MARK BASINS WITH WARNING
SIGNS IF TRESPASSING IS LIKELY. FOLLOW ALL STATE AND LOCAL
REQUIREMENTS.
NOTES
1. SEED AND PLACE MATITNG FOR EROSION CONTROL ON INTERIOR AND
EXTERIOR SIDESLOPES.
2. INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE
STANDARD 6.65.
3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO
EMBANKMENT 1 FT. FROM BOTTOM OF BASIN.
4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE
SKIMMER AND COUPLING.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT
OF THE FIRST BAFFLE. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
SKIMMER. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH SEDIMENT
CONTROLS.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER
IS FLOWING UNDERNEATH OR AROUND THEM.
UNCLOGGED THE SKIMMER AS NEEDED. CHECK TO MAKE SURE ORIFICE INSIDE OF
THE SKIMMER IS NOT CLOGGED; IF SO, REMOVE THE DEBRIS. IF SKIMMER ARM OR
BARREL IS CLOGGED, REMOVE THE ORIFICE AND CLEAR THE DEBRIS.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
THE EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE. MAKE ALL
NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND DEBRIS FROM THE
SKIMMER AND POOL AREAS.
TEMPORARY SKIMMER BASIN
CONSTRUCTION SPECIFICATIONS
1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.
PLACE TEMPORARY SEDIMENT CONTROLS BELOW THE BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS,
WOOD VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT.
OVER FILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING
DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER
THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE
OR TIMBER.
4. PLACE THE BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL.
PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS AND
COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS
THE ADJACENT EMBANKMENT. PLACE A MINIMUM OF 2 FEET OF COMPACTED
BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
EQUIPMENT.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE
FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACHED THE FLEXIBLE
JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED
PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE
BASIN.
7. INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTEND
POSSIBLE. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR
IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG
ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF
THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8
INCH STAPLES. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE
SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE
ONE PIECE. IF MULTIPLE SECTIONS AREA REQUIRED, THE UPPER SECTION
SHOULD OVERLAP THE LOWER SECTION SO THAT WATER CANNOT FLOW UNDER
THE FABRIC.
8. DISCHARGE WATER INTO THE BASIN TO PREVENT EROSION. USE TEMPORARY
SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP
EFFICIENCY.
9. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED.
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE
EMBANKMENT BEFORE THE AREA IS CLEARED.
10. INSTALL POROUS BAFFLES AS SPECIFIED.
11. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO
BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
NTS
EROSION CONTROL BLANKET INSTALLATION
NTS
MAINTENANCE:
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE
REINSTALLED.
1.
6.
7.
2.
5.
4.8.
3.
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NOT TO SCALE
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
WATER & SEWER
DETAILS
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-6.2
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024
I:
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NOT TO SCALE
SEAL
027452
N O R T H CAROL
I
N
A
PR O F E SSIO
N
A
L
C
.
SCOTT B R O W NENGINEER
WATER
DETAILS
PHILLIPS
CENTER OF
WILMINGTON
327 Alexander Street
Fayetteville, North Carolina 28301
Phone: (910) 323-9600
Fax: (910) 485-1035
REVISIONS
DRAWING SCALE
C-6.3
SHEET NUMBER
PROJECT NAME
CLIENT
PROJECT INFORMATION
SEAN/CHRIS
SEAN/CHRIS
SCOTT
1501
DATE RELEASED
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PROJECT NUMBER:
JUNE 13, 2024