336406-New Hanover RNG Facility_Issue for Permit Drawings_20240423_v1REFERENCES
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DRAFT
NORTH
PROJECT LOCATION MAPPROJECT VICINITY MAP
VICINITY MAP OBTAINED FROM NORTH CAROLINA DEPARTMENT OF TRANSPORTATION, "NEW HANOVER
COUNTY MAP SET", ACCESSED 12/05/2023.
NORTH
USGS 7.5 MIN. TOPOGRAPHIC QUADRANGLES, LELAND, NORTH CAROLINA, PUBLISHED 1985, & CASTLE HAYNE, NORTH CAROLINA, PUBLISHED 1985.
PROJECT LOCATION MAP
EMERGENCY CONTACT INFORMATION
EMERGENCY RESPONDERS
NC DEQ - EMERGENCY NUMBER 1-800-858-0368
NEW HANOVER COUNTY EMERGENCY MANAGEMENT AGENCY 910-798-6900
NOVANT HELTH NEW HANOVER REGIONAL MEDICAL CENTER 910-667-7000
NEW HANOVER COUNTY SHERIFF'S OFFICE 910-798-4535
911 ADDRESS
5124 U.S. HIGHWAY 421 N, WILMINGTON, NC 28401
SITE
1
C000
CO
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D
NEW HANOVER
RNG FACILITY
5124 U.S. HIGHWAY 421 N
WILMINGTON, NORTH CAROLINA
NEW HANOVER COUNTY
PLAN REPRODUCTION NOTE
THE PLANS HAVE BEEN CREATED ON ANSI D (22"x34") SHEETS. FOR REDUCTIONS, REFER TO
GRAPHIC SCALE.
THE PLANS HAVE BEEN CREATED FOR FULL COLOR PLOTTING. ANY SET OF PLANS THAT IS NOT
PLOTTED IN FULL COLOR SHALL NOT BE CONSIDERED ADEQUATE FOR CONSTRUCTION
PURPOSES.
**WARNING**: INFORMATION MAY BE LOST IN COPYING AND/OR GRAY SCALE PLOTTING.
LIMITS OF DISTURBANCE AREA
RNG PAD AND FLARE
METER STATION
ACCESS ROAD
TOTAL LOD AREA
TOTAL WOODED ACRES DISTURBED
3.42 AC
SITE LOCATION (NAD83)
STRUCTURE NORTHING EASTING LATITUDE (DD)LONGITUDE (DD)
SITE ENTRANCE 209097.170903 2304442.895570 34.320267 -77.991758
CENTER OF RNG PAD 209145.421224 2304686.109672 34.320390 -77.990946
CIVIL ENGINEER OF RECORD
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
700 CHERRINGTON PARKWAY
MOON TOWNSHIP, PA 15108
PHONE: 412-429-2324
CONTACT: LAURA WIBLE, P.E.
PROJECT CONTACTS:
SURVEYOR
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
777 LOWNDES HILL ROAD BULDING 2, SUITE 100
GREENVILLE, SC 29607
PHONE: 252-561-6689
CONTACT: BRIAN L. SOUVA
ISSUED FOR PERMIT PLANS
APRIL 2024
FOR
ARCHAEA ENERGY, INC.
201 HELIOS WAY, FLOOR 6
HOUSTON, TX 77079
INFILTRATION BASIN
0.50 AC
0.23 AC
0.87 AC
5.02 AC
3.94 AC
NOTICE REQUIRED:
SITE
UTILITY CONTACTS
DUKE TRANSMISSION (GAS)
1 TURNER ST,
RALEIGH, NC 27607
PHONE: 800-777-9898
CAPE FEAR PUBLIC UTILITY AUTHORITY
(WATER & SEWER)
235 GOVERNMENT CENTER DR,
WILMINGTON, NC 28403
PHONE: 910-332-6550
DUKE ENERGY PROGRESS (ELECTRICAL)
1451 MILITARY CUTOFF RD,
WILMINGTON, NC 28403
PHONE: 800-452-2777
AT&T/BELL SOUTH (OVERHEAD &
COMMUNICATIONS)
625 OLD FAYETTEVILLE RD,
CHAPEL HILL, NC 27516
PHONE: 919-851-0755
SENTHIL NEW HANOVER ENVIRONMENTAL
HEALTH
230 GOVERNMENT CENTER DRIVE SUITE 140,
WILMINGTON, NC 28403
PHONE: 910-798-6667
OUPS PHONE: 1-800-632-4949
SITE WORK GENERAL NOTES
CONSTRUCTION SEQUENCE
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES
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REFERENCES
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KEY NOTES
1"
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EXISTING LEGEND:TOPOGRAPHIC SYMBOLSSTORM UTILITIESMONUMENTATION / CONTROL VEGETATIONWATER UTILITIESENVIRON GEOTECHMISC. UTILITIESGAS UTILITIESSAN. UTILITIES MISC. UTILITIES CONT.
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TREE CLEARING NOTES
·
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SITE DATA TABULATION
JD
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REFERENCE
5
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REFERENCES
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SITE
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SITE DATA TABULATION BUILDING DATA
DIMENSIONAL REQUIREMENTS
PARKING STANDARDS
IMPERVIOUS AREA
KEY NOTES
RETAINING WALL
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KEY NOTE LEGEND
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A
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B C6
0
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B C6
0
0
REFERENCES
NEW HANOVER RNG FACILITY CONTROL POINT TABLE
POINT #NORTHING EASTING ELEVATION DESCRIPTION
NEW HANOVER RNG FACILITY EARTHWORK VOLUMES
DESCRIPTION CUT (CY)FILL (CY)NET (CY)
TOTAL*5,900 10,500 -4,600
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A
W
N
B
Y
:
CH
E
C
K
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Y
:
AP
P
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O
V
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D
B
Y
:
PR
O
J
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C
T
N
O
:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
AP
R
I
L
2
0
2
4
BJ
C
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3
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8
5
Su
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t
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2
5
0
DRAFT
NORTH
1"
=
4
0
'
8
C300
SI
T
E
G
R
A
D
I
N
G
A
N
D
E
R
O
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I
O
N
&
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
P
L
A
N
PROJECT VICINITY MAP
SITE
DRAINAGE NOTES:
NORTH
GRADING NOTES:
RNG PAD NOTE:
KEY NOTES
REFERENCES
NEW HANOVER RNG FACILITY EARTHWORK VOLUMES
DESCRIPTION CUT (CY)FILL (CY)NET (CY)
TOTAL*5,900 10,500 -4,600
NEW HANOVER RNG FACILITY CONTROL POINT TABLE
POINT #NORTHING EASTING ELEVATION DESCRIPTION
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
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F
G
H
DE
S
C
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NO
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V
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D
DA
T
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:
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C
A
L
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:
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A
W
N
B
Y
:
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C
K
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B
Y
:
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P
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D
B
Y
:
PR
O
J
E
C
T
N
O
:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
AP
R
I
L
2
0
2
4
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5
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DRAFT
NORTH
1"
=
4
0
'
9
C301
CU
T
A
N
D
F
I
L
L
P
L
A
N
PROJECT VICINITY MAP
SITE
NORTH
KEY NOTES LEGEND
STORM PROFILE STRUCTURE 1 TO STRUCTURE 5 PROFILE
STORM PROFILE STRUCTURE 1 TO STRUCTURE 2 PROFILE
STORM PROFILE STRUCTURE 2 TO STRUCTURE 3 PROFILE
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
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F
G
H
DE
S
C
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:
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:
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A
W
N
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Y
:
CH
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C
K
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Y
:
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P
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D
B
Y
:
PR
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C
T
N
O
:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
AP
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2
0
2
4
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5
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DRAFT
AS
N
O
T
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D
10
C400
ST
O
R
M
P
R
O
F
I
L
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S
REFERENCES
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
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F
G
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DE
S
C
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:
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:
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C
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:
SHEET OF
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33
6
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4
0
6
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4
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2
5
0
DRAFT
NORTH
1"
=
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0
'
11
C500
SI
T
E
U
T
I
L
I
T
Y
P
L
A
N
PROJECT VICINITY MAP
SITE
UTILITY NOTES: (NCAC 15A.02T.0305 / T15A.18C.0904-906)
NORTH
FIRE AND LIFE SAFETY NOTES:
WATER AND SEWER CAPACITY:
UTILITY INFORMATION:
SANITARY SEWER:
KEY NOTES
SECTION B-B
SECTION A-A
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
DE
S
C
R
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P
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I
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NO
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V
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DA
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:
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C
A
L
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:
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A
W
N
B
Y
:
CH
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C
K
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B
Y
:
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P
R
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V
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D
B
Y
:
PR
O
J
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C
T
N
O
:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
AP
R
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L
2
0
2
4
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5
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5
0
DRAFT
1"
=
2
0
'
12
C600
PA
D
S
E
C
T
I
O
N
S
PROPOSED CUT (TYP.)
PROPOSED FILL (TYP.)
SITE ENTRANCE PROFILE
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
DE
S
C
R
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:
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:
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:
PR
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J
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C
T
N
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:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
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2
0
2
4
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DRAFT
REFERENCE
SI
T
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A
C
C
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S
S
P
L
A
N
AS
N
O
T
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D
C601
13
LEGEND
NORTH
SITE ACCES PLAN
VEHICLE TURNING MOVEMENTS
WB-50 RIGHT IN, RIGHT OUT
VEHICLE TURNING MOVEMENTS
WB-50 RIGHT IN, RIGHT OUT
NORTH
NORTH
WB-50 DETAIL
HEAVY DUTY ASPHALT PAVEMENT SECTION
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
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F
G
H
DE
S
C
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:
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D
B
Y
:
PR
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J
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C
T
N
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:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
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2
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2
4
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REFERENCE
SI
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A
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N
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C602
14
NORTH
SIGHT DISTANCE TRIANGLES
NORTH
SIGHT DISTANCE TRIANGLES
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
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:
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C
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N
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:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
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2
0
2
4
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MA
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LEGENDREFERENCE
MA
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A
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F
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A
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1"
=
5
0
'
15
C603
NORTH
NORTH
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
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F
G
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DE
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:
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:
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A
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:
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:
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P
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:
PR
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C
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N
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:
SHEET OF
DRAWING NO.:
33
6
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4
0
6
AP
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2
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2
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8
5
Su
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2
5
0
DRAFT
MAINTENANCE OF TRAFFIC GENERAL NOTES
MA
I
N
T
E
N
A
N
C
E
O
F
T
R
A
F
F
I
C
D
E
T
A
I
L
S
N/
A
16
C604
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
DE
S
C
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I
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T
I
O
N
DA
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NO
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V
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C
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D
DA
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E
:
DW
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A
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:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
PR
O
J
E
C
T
N
O
:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
AP
R
I
L
2
0
2
4
BJ
C
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5
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6
6
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3
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8
5
Su
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2
5
0
DRAFT
MA
I
N
T
E
N
A
N
C
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O
F
T
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A
F
F
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D
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T
A
I
L
S
N/
A
17
C605
DETAIL 1
TEMPORARY SEEDING
·
·
·
·
·
DETAIL 2
PERMANENT SEEDING
DETAIL 7
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
N.T.S.
DETAIL 4
DUST CONTROL
N.T.S.
DETAIL 5
SURFACE ROUGHENING
N.T.S.
DETAIL 6
STABILIZED CONSTRUCTION ENTRANCE
N.T.S.
DETAIL 3
MULCHING
N.T.S.
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
RE
V
I
S
I
O
N
R
E
C
O
R
D
DA
T
E
:
DW
G
S
C
A
L
E
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
PR
O
J
E
C
T
N
O
:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
AP
R
I
L
2
0
2
4
BJ
C
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C
25
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A
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A
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N
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Y
,
I
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NE
W
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A
N
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A
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6
6
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8
5
Su
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2
5
0
AS
N
O
T
E
D
18
C800
CO
N
S
T
R
U
C
T
I
O
N
D
E
T
A
I
L
S
PLAN
DETAIL 9
BLOCK AND GRAVEL STONE INLET PROTECTION
N.T.S.
DETAIL 10
SILT FENCE
N.T.S.
FRONT VIEW
SIDE VIEW
1
2
STEP SEQUENCE
EXISTING G
R
O
U
N
D
DETAIL 11
STANDARD CHECK DAM
N.T.S.
VARIES
VARIES
0.5'- 1'
0.5'-1'
VA
R
I
E
S
VA
R
I
E
S
DETAIL 12
GRASS LINED CHANNEL
N.T.S.
SECTION
UNTRENCHED INSTALLATION
ISOMETRIC VIEW
PLAN
DETAIL 13
COMPOST SOCK
N.T.S.
DETAIL 8
PIPE OUTLET PROTECTION
N.T.S.
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
DE
S
C
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I
P
T
I
O
N
DA
T
E
NO
RE
V
I
S
I
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D
DA
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E
:
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C
A
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:
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A
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N
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Y
:
CH
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Y
:
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P
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E
D
B
Y
:
PR
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C
T
N
O
:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
AP
R
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L
2
0
2
4
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25
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6
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5
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N
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D
19
C801
CO
N
S
T
R
U
C
T
I
O
N
D
E
T
A
I
L
S
DETAIL 14
PIPE TRENCH TYPICAL DETAIL
N.T.S.
DETAIL 16
TYPICAL RETAINING WALL
N.T.S.
2"
12
"
VARIES
DETAIL 17
RNG/FLARE PAD SURFACING
N.T.S.
DETAIL 19
ALL WEATHER ACCESS ROAD SECTION
N.T.S.
12
"
2"
DETAIL 18
DANDY SACK INLET PROTECTION
N.T.S.
6"
DETAIL 15
DROP INLET
N.T.S.
SECTION X-X SECTION Y-Y
PLAN DOWEL SECTION G-G PLAN OF GRATING
PLAN OF FRAM
SECTION F-FSECTION E-ESECTION H-H
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
DE
S
C
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DA
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NO
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V
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D
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:
DW
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:
DR
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B
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:
CH
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D
B
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:
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P
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D
B
Y
:
PR
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E
C
T
N
O
:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
AP
R
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L
2
0
2
4
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6
6
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5
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2
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AS
N
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D
20
C802
CO
N
S
T
R
U
C
T
I
O
N
D
E
T
A
I
L
S
DETAIL 19
INFILTRATION BASIN
N.T.S.
DETAIL 20
INFILTRATION BASIN SPILLWAY
N.T.S.
DETAIL 22
WATTLE CHECK
N.T.S.
4'-
0
"
M
I
N
I
M
U
M
5"
C = OVERALL GATE LENGTH
D = COUNTERBALANCE
LENGTH
E
=
G
A
T
E
H
E
I
G
H
T
F
=
P
O
S
T
H
E
I
G
H
T
B = POST SPACING C/CA = CLEAR OPENING
5"
12 1/2"
12'-0 1/2"
BETWEEN
POSTS
G = FABRIC
HEIGHT
BOTTOM GUIDE #8
GATE HANGER ASSEMBLY #7
CATCH ASSEMBLY #9
ENLARGE SECTION
ELEVATION
SECTION
PLAN VIEW
DETAIL 21
STRUCTURAL CANTILEVER SLIDE GATE
N.T.S.
PROPOSED CULVERT TABLE
CULVERT ID.DIA
(IN.)
LENGTH
(FT.)
INLET
ELEVATION
(FT.)
OUTLET
ELEVATION
(FT.)
SLOPE
(FT./FT.)MATERIAL LOCATION
2 -3 18.00 163.00 18.30 17.48 0.010 HDPE
STRUCTURE 3
TO STRUCTURE
2
1 -2 24.00 321.00 17.48 15.08 0.010 HDPE
STRUCTURE 2
TO STRUCTURE
1
4 -5 18.00 107.00 18.30 17.77 0.005 HDPE
STRUCTURE 5
TO STRUCTURE
4
1 -4 24.00 64.00 17.77 17.29 0.010 HDPE
STRUCTURE 4
TO STRUCTURE
1
0 -1 24.00 66.00 15.08 14.42 0.010 HDPE STRUCTURE 1
TO CHANNEL 4
DC-1 15.00 42.00 15.82 14.99 0.020 HDPE ENTRANCE
APRON
PROPOSED CHANNEL TABLE
CHANNEL
NAME W1 (FT.)MIN. DEPTH
(FT.)W2 (FT.)SLOPE
(FT./FT.)LENGTH (FT.)BEGIN
INVERT END INVERT RIPRAP
LINER LOCATION
CHANNEL 1 2.00 0.41 3.65 0.005 103.00 20.46 19.95 SC150 *METER STATION
CHANNEL 2 2.00 0.55 4.20 0.010 418.00 19.95 16.00 SC150 *NORTH-WEST SIDE OF
PAD
CHANNEL 3 35.00 0.14 35.58 0.010 172.00 16.00 14.31 SC150 *NORTH-EAST SIDE OF
PAD
CHANNEL 4 10.00 0.78 13.12 0.010 231.00 14.42 13.00 SC150 *
SOUTH-EAST OF PAD
TO INFILTRATION
BASIN
PROPOSED STRUCTURES
STRUCTURE SIZE (IN.)RIM ELEV.
(FT.)DEPTH (FT.)INV. IN (FT.)INV. OUT
(FT.)GRATE TYPE
1 36 X 24 20.55 5.97 17.29 &
15.08 15.08 STD. 840.16
FRAME & GATE
2 36 X 24 20.55 3.57 17.48 17.48 STD. 840.16
FRAME & GATE
3 36 X 24 20.55 2.75 N/A 18.30 STD. 840.16
FRAME & GATE
4 36 X 24 20.55 3.28 17.77 17.77 STD. 840.16
FRAME & GATE
5 36 X 24 20.55 2.75 N/A 18.30 STD. 840.16
FRAME & GATE
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
DE
S
C
R
I
P
T
I
O
N
DA
T
E
NO
RE
V
I
S
I
O
N
R
E
C
O
R
D
DA
T
E
:
DW
G
S
C
A
L
E
:
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
AP
P
R
O
V
E
D
B
Y
:
PR
O
J
E
C
T
N
O
:
SHEET OF
DRAWING NO.:
33
6
-
4
0
6
AP
R
I
L
2
0
2
4
BJ
C
JD
H
LW
C
25
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C
H
A
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A
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N
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G
Y
,
I
N
C
.
NE
W
H
A
N
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V
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R
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N
G
F
A
C
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I
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NE
W
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A
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25
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5
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6
6
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5
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2
5
0
AS
N
O
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E
D
21
C803
CO
N
S
T
R
U
C
T
I
O
N
D
E
T
A
I
L
S
3'-
0
"
(
T
Y
P
.
)
10'-0" (MAX.)10'-0" (MAX.)10'-0" (MAX.)
4'-0" WIDE DOOR TO BE
PLACED EVERY 250'10'-0" (MAX.)10'-0" (MAX.)
C/L TO C/L OF GATE POSTS
24'-0" WIDE DOUBLE SWING GATES
7'-
0
"
WI
R
E
F
A
B
R
I
C
6'-
0
"
3" CLR. - GRADE TO
TOP OF CONCRETE
FINISHED GRADE
3" CLR. GRADE TO
BOTTOM OF FABRIC
CHAIN LINK FABRIC FENCE ELEVATION
TYPICAL TOP POST FITTING
4 POINT BARBED WIRE
TOP GATE HINGE
PLAN
BOTTOM GATE HINGE FITTINGS FOR CENTER
OF DOUBLE GATE
GATE FORK
TYPICAL GATE FITTINGS WIRE & POST BANDS
WIRE STRETCHING BAND
PLAN OF BANDS
END OR GATE POST BAND
POST WIRE TIES
WIRE TIES
TOP OR BRACE RAIL
WIRE TIES
GATE KEEPER
(HOLDS GATE OPEN)
TRUSS ROAD & BAND
1.INSTALLATION:FENCE ADDITION SHALL BE PLUMB AND TRUE TO LINE, CHAIN LINK FABRIC SHALL BE TAUT AND PROPERLY SECURED, CORNER BRACES
AND DIAGONAL BRACES SHALL BE PROPERLY PLACED TO PREVENT SAGGING. THE COMPLETE INSTALLATION SHALL BE INSTALLED BY
SKILLED AND EXPERIENCES FENCE ERECTORS, IN A WORKMANLIKE MANNER, IN ACCORDANCE WITH GOOD CONSTRUCTION PRACTICE
AND IN ACCORDANCE WITH ALL LOCAL APPLICABLE CODES.
2.MATERIAL:SPECIFICATIONS FOR HOT-DIP GALVANIZED FENCE CHAIN LINK FABRIC - THE CHAIN LINK FABRIC SHALL BE IN ACCORDANCE WITH ASTM
A-392 SPECIFICATIONS AND SHALL BE HOT DIPPED GALVANIZED AFTER WEAVING, HAVING A COATING WEIGHT OF 2 OUNCES OF ZINC PER
SQUARE FOOT, MINIMUM, OF UNCOATED WIRE SURFACE (CLASS II). FABRIC SHALL BE NO. 9 GAUGE WIRE WOVEN IN A 2-INCH CHAIN LINK
DIAMOND MESH. THE FABRIC SHALL BE FASTENED TO THE LINE POST BY MEAN OF NO. 6 GAUGE ALUMINUM WIRE CLIPS SPACED 12
INCHES ON CENTER. IT SHALL BE ATTACHED TO TOP RAIL WITH NO. 9 GAUGE ALUMINUM TIE WIRES SPACED 24 INCHES ON CENTER.
FABRIC SHALL BE ATTACHED TO TERMINAL POST BY MEANS OF A 1/4” X 3/4” TENSION BAR WITH HEAVY GAUGE PRESSED STEEL BAND OR
CLIPS SPACED APPROXIMATELY 14 INCHES ON CENTER. BARBED WIRE - BARBED WIRE TO BE OF 4 POINT PATTERN, COMPOSED OF THREE
STRANDS OF NO. 11- 1/2 GAUGE GALVANIZED WIRE WITH LARGE ALUMINUM BARBS SPACED APPROXIMATELY 4” TO 5” INCHES ON CENTER.
BOTTOM TENSION WIRE - NO. 7 GAUGE GALVANIZED COIL SPRING TENSION WIRE WITH CLASS I COATING. WIRE TO BE FASTENED TO CHAIN
LINK FABRIC WITH NO. 11 GAUGE HOG RINGS ON 18 INCH CENTERS.
POST AND OTHER APPURTENANCES - ALL POST AND OTHER APPURTENANCES SHALL BE HOT-DIP GALVANIZED WITH A MINIMUM ZINC
COATING OF 2.0 OUNCES PER SQUARE FOOT OF SURFACE (CLASS II COATING ASTM A-392).
LINE POST - LINE POST SHALL BE 2 1/4” “H” COLUMN WEIGHING 4.1 LBS. PER FOOT, MINIMUM CARBON CONTENT .35%, MINIMUM TENSILE
STRENGTH 75,000 PSI OR 2 3/8” O.D. SCHEDULED 40 PIPE, OF SUFFICIENT LENGTH TO ALLOW FOR INSTALLATION TO A DEPTH OF 3'-0
BELOW GROUND LEVEL. THE POSTS SHALL BE SPACED IN THE LINE OF FENCE, NO FURTHER THAN 10'-0”.
TERMINAL POST - ALL END, CORNER AND PULL POSTS SHALL BE 2 7/8” O.D. SCHEDULE 40 PIPE OR 2 1/2” X 2 1/2” X .1875” WALL THICKNESS
SQUARE TUBING.
GATE POST - GATE POST SHALL BE OF THE FOLLOWING SIZE FOR SINGLE SWING GATES OR ONE LEAF OF DOUBLE GATE.
UP TO 6' WIDE
OVER 6' TO 13'2-1/2” SQ.NOM. WT. SAME AS TERMINAL POST
OR 2-7/8” O.D.
OVER 13' TO 18'4” O.D.NOM. WT.9.11 LB. /FT.
OVER 18'6-5/8” O.D.NOM. WT.18.97 LB. /FT.
8-5/8” O.D.NOM. WT.24.70 LB. /FT.
EACH POST SHALL BE OF SUFFICIENT LENGTH TO ALLOW FOR INSTALLATION TO A DEPTH OF 3'-0” BELOW GROUND LEVEL.
LINE POST AND TERMINAL POST ANCHORAGE - ALL POST SHALL BE SET IN CYLINDRICAL CONCRETE FOUNDATIONS WITH TOP OF FINISH CONCRETE SURFACE 3 INCHES ABOVE
FINISH GRADE. EXCAVATION SHALL BE 3'-6” DEEP AND NOT LESS THAN EIGHT INCHES (8”) IN DIAMETER FOR ALL LINE POSTS, AND NOT LESS THAN TWELVE INCHES (12”) IN
DIAMETER FOR TERMINAL AND GATE POSTS. CONCRETE SHALL MEET ACI-318 SPECIFICATIONS FOR 3000 PSI-28 DAY STRENGTH CONCRETE.
TOP RAIL - THE FENCE SHALL HAVE A CONTINUOUS TOP RAIL FOR ITS FULL LENGTH OF STANDARD GALVANIZED PIPE, 1-5/8” O.D. THE TOP RAIL SHALL PASS THROUGH
OPENINGS PROVIDED FOR THAT PURPOSE IN THE POST TOPS AND EACH LENGTH SHALL BE COUPLED WITH A SLEEVE COUPLING, WITH EXPANSIONS COUPLING EVERY FIFTH
JOINT.
BRACES - TRUSS BRACES OF STANDARD GALVANIZED 1-5/8” O.D. PIPE 2.71 LB. /FT., WITH A 3/8” O.D. TRUSS ROD AND TURNBUCKLES ATTACHMENT SHALL BE INSTALLED
BETWEEN EACH END OR GATE POST AND THE ADJACENT LINE POST. TWO TRUSS BRACES SHALL BE FURNISHED ON CORNER OR PULL POSTS.
FITTING - ALL FITTINGS USED IN THE COMPLETE FENCE ASSEMBLY SHALL BE OF MALLEABLE, CAST IRON OR PRESSED STEEL AND SHALL BE HOT-DIP GALVANIZED AFTER
FABRICATION.
EXTENSION ARMS - LINE POST SHALL BE EQUIPPED WITH EXTENSION ARMS TO WITHSTAND A MINIMUM PULL-DOWN WEIGHT OF 450 LBS. FROM END OF ARM. ARMS TO BE
DESIGNED TO EXTEND AT A 45 DEGREE ANGLE WITH LOCKING DEVICE TO SECURELY FASTEN THREE STRANDS OF BARBED WIRE EQUALLY SPACED WITH THE TOP STRAND
LOCATED 12 INCHES ABOVE FABRIC AND 12 INCHES OUT FROM FENCE LINE.
POST TOPS - ALL END, CORNER, PULL AND GATE POST SHALL BE EQUIPPED WITH TOPS. TUBULAR POST TOPS TO BE SO DESIGNED AS TO EXCLUDE MOISTURE FROM THE POST.
ALL LINE POST TOPS DESIGNED TO HOLD THE TOP RAIL AND THE EXTENSION ARM FOR THREE STRANDS OF BARBED WIRE.
GATES - GATE FRAMES SHALL BE MADE OF 2” X 2” X .110” W.T. SQUARE STEEL TUBING OR 1.9 INCH O.D. SCHEDULE 40, 2.72 LB./FT. STANDARD WEIGHT PIPE, HOT-DIP
GALVANIZED, FRAMES TO BE JOINED AT CORNERS TO FORM A RIGID PANEL AND SHALL BE FILLED WITH CHAIN LINK FABRIC OF SAME GAUGE AS USED ON THE FENCE.
FABRIC SHALL BE FASTENED IN THE FRAME ON ALL FOUR SIDES BY MEANS OF TENSION BARS AND CLIPS. THREE STRANDS OF BARBED WIRE SHALL BE FASTENED TO THE
EXTENDED FRAMES OF GATE. EACH FRAME TO BE EQUIPPED WITH 3/8” DIAMETER ADJUSTABLE TRUSS ROD, HINGES. POSITIVE TYPE LATCHING DEVICE WITH PROVISIONS FOR
PADLOCKING.
ALL DRIVE GATES TO BE PROVIDED WITH POSITIVE TYPE LATCHING DEVICE WITH PROVISIONS FOR PADLOCKING. DRIVE GATES SHALL ALSO HAVE CENTER PLUNGER ROD,
CATCH AND SEMI-AUTOMATIC OUTER CATCHES TO SECURE GATES IN OPEN POSITION.
ALL MAN EGRESS GATES SHALL BE SECURE FROM OUTSIDE INTRUDERS WITH PANIC BAR WHICH ALLOW FOR FREE EXIT IN AN EMERGENCY.
4'
3 STRAND
BARBED WIRE 1-5/8" O.D. SCH. 40
GALVANIZED HEADER
7'-
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ADDED SECURITY MEASURES
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PANIC RELEASE
BAR WITH SINGLE
PIN LATCH
CONCRETE FOOTING REFER
TO SECURITY FENCE DETAIL
FOR REQUIREMENTS
FINISHED GRADE
SLOPE TO DRAIN (TYP.)
TENSION BAR
(TYP 4 SIDES)
TENSION BAR BANDS/
CLIPS @ 1' O.C.
1/8" GALVANIZED SHEET METAL
WELDED TO INSIDE OF GATE FRAME
FOR RELEASE BAR MOUNTING
1-5/8" O.D. SCH. 40
GALVANIZED GATE FRAME
EXIT SIGN
2-7/8" O.D. SCH. 40
GALVANIZED GATE POST
2" MESH CHAIN LINK FABRIC 9 GA.
(GALVANIZED FENCE)
HINGE PINS PLACED SO THAT THEY CAN BE
ADJUSTED FROM INSIDE PAD ONLY (TYP)
SECURITY FENCE DOOR DETAIL
DETAIL 23
CHAIN LINK FENCE
NOT TO SCALE
8 34567 12
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DETAIL 26
ANTI SEEP COLLAR
N.T.S.
PAVED AREA UNPAVED AREA
DETAIL 28
VALVE
N.T.S.
SIDE VIEW
TOP VIEW
DETAIL 29
TAPPING SLEEVE AND VALVE ASSEMBLY
N.T.S.
DETAIL 27
SMALL VALVE BOX
N.T.S.
FRONT VIEW
SIDE VIEW WARNING SIGN DETAIL
DETAIL 24
TREE PROTECTION DURING CONSTRUCTION
N.T.S.
DETAIL 25
TREE PROTECTION DURING CONSTRUCTION
N.T.S.
ELEVATION
SIDE ELEVATION
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DETAIL 30
PRECAST DRAINAGE STRUCTURE
N.T.S.
OPTIONAL JOINT DETAILS
SECTION A-A SECTION B-B
SOLID WALL PLAN VIEWWAFFLE WALL PLAN VIEW
SECTION C-C SECTION D-D
PLAN TOP SLAB
PRECAST RISER PLAN
SECTION VIEW SECTION VIEW
PRECAST RISER DETAIL
CORNER CUT DETAIL
SECTION C-C
(SOLID WALL BOX)
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