Pages 23-44 from ILM Circle K - Proposed Civil Site Plans - 12.11.20208
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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SCALE 1"=40'
80'40'
GROUND STABILIZATION HATCHES
HATCH SITE AREA
DESCRIPTION
SLOPES STEEPER THAN 3:1;
REFER TO SECTION E OF NCG01
GROUND STABILIZATION AND
MATERIALS HANDLING
SLOPES 3:1 TO 4:1; REFER TO
SECTION E OF NCG01 GROUND
STABILIZATION AND MATERIALS
HANDLING
REFER TO NPDES STABILIZATION
NOTES AND DETAILS FOR ADDITIONAL
REQUIREMENTS AND INFORMATION.
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1
9
1
9
1
9
18
18
18
1
8
18
1
8
1
8
18
18
1
8
18
18
1
8
18
1
8
1
8
1
8
1
8
1
8
1
8
17
1
7
17
1
7
1
7
17
17
1
7
1
7
17
1
7
1
7
16
16
16
1
6
16
16
1
6
16
1
61
6
1
6
1
5
15
1
5
1
5
15
1
5
1
5
1
4
1
4
13
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SANSANSANSANSANSANSAN
SA
N
SA
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SA
N
SA
N
SA
N
SA
N
W W W W W W W W W W W W W W W
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
PAVE
M
E
N
T
P
A
V
E
M
E
N
T
POWER VAULT
POWER VAULT
POWER VAULT
GRAV
E
L
GRAVEL
CONC.CONC.
ABANDONED
LIFT STATION
ABANDONED
LIFT STATION
POWER VAULT
WETLANDS
5,968± SQ. FT.
0.14± AC.
UGP
UGT UGT
UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
UGT UGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT
SA
N
SA
N
FENCE
FENCE
TREELI
N
E
TREELIN
E
TR
E
E
L
I
N
E
TREE
L
I
N
E
SW
A
L
E
36
"
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5
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R
C
P
1
5
"
R
C
P
1
8
"
R
C
P
24" RCP
24
"
R
C
P
X
X
X
X
X
DI
T
C
H
D
I
T
C
H
INV=19.05
DI
RIM=21.77
INV(N)=19.46
INV(S)=19.47
INV=20.30
INV=21.18
BOTTOM=15.26
DI
RIM=21.59
INV(N)=13.27
INV(S)=13.04
INV=16.58
INV=19.40
INV=16.81
END UNKNOWN
WETLANDS
1,836± SQ. FT.
0.04± AC.
WETLAND
1,174± SQ. FT.
0.03± AC.
WETLAND
1,102± SQ. FT.
0.03± AC.
G G G G G G G G G G G G G G G G
GAS LINE DRAWN FROM
NCDOT PLANS GAS LINE DRAWN FROM
NCDOT PLANS
X
X
X
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15" DIP
END UNKNOWN
DIT
C
H
INTERMITTENT
STREAM
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0.01± AC.
FE
N
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AIRPORT BOULEVARD
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VARIABLE WIDTH ROW
12" PVC
12" PVC
INTERMITTENT
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WATER
2,108± SQ. FT.
0.05± AC.
L
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LOD
LOD
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15
20
21
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15
18
20
23
16
20
15
14
1
4
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20
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20
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19
20
21
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2
2
21
23
2
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20
LOD LIMITS OF DISTURBANCE
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SILT FENCE
TEMPORARY INLET PROTECTION
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
ROCK CHECK DAM
W
SILT FENCE STONE OUTLET
ROCK PIPE INLET PROTECTION
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SCALE 1"=40'
80'40'
GROUND STABILIZATION HATCHES
HATCH SITE AREA
DESCRIPTION
SLOPES STEEPER THAN 3:1;
REFER TO SECTION E OF NCG01
GROUND STABILIZATION AND
MATERIALS HANDLING
SLOPES 3:1 TO 4:1; REFER TO
SECTION E OF NCG01 GROUND
STABILIZATION AND MATERIALS
HANDLING
REFER TO NPDES STABILIZATION
NOTES AND DETAILS FOR ADDITIONAL
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JOB NO.
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CHECKED BY
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W
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W
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W
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F
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UGT
UGT
UGT
UGT
UGT
UGT
UGT
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WATER VAULT
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X
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(
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B
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GAS L
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W
N
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O
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S
GAS LINE DRAWN FROM
NCDOT PLANS
AIRPO
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V
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VARIA
B
L
E
W
I
D
T
H
R
O
W
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
12" PVC
12" PVC
8
'
'
W
8
'
'
W
8''W
8''W
8''W
S
S
SA
N
S
SAN
SAN
W
W
W
U80
CO09
INV OUT 21.66
CO05
INV OUT 21.57
CO04
INV OUT 21.11
CO08
INV OUT 21.51
CO03
INV OUT 20.36
CO01
INV OUT 19.23
MH07
6" PVC
6" PVC
6" PVC
6" PV
C
6" PVC
6" PVC
GT
INV IN 21.47
INV OUT 21.22
8" PV
C
8"
P
V
C
8" PVCMH06
MH05
CU02
CU04
U79
CU05
CU06
CU07
CU11
CU12
CU13
CU15
CU16 CU17
CU18
CU19
CU23
CU27
CU27
CU10
U01
U01U02U02
U13
U13
U18
U18
U18
U18
U19
U19
U19
U19
U31
U39
CU04
U72
U81
CO10
INV OUT 18.40
CO11
INV OUT 17.24
CO12
INV OUT 17.24
6"
P
V
C
6
"
P
V
C
6"
P
V
C
U73
U74
6" PVC
CO07
INV OUT 21.26
CO02
INV OUT 19.62
U75
U75
U77
U77
U76
U76
U76
CO06
INV OUT 22.65
6" PVC
6" PVC
6" PVC
U20
U10
U09
CU39
U20
CU14
CU28
CU28
U38
U82
U83
UTILITY PLAN KEYNOTES
NUMBER DESCRIPTION
CU01
TELEPHONE SERVICE POINT OF ENTRY TO BUILDING; REFER TO
ARCHITECTURAL PLANS BY OTHERS. COORDINATE WITH LOCAL
PROVIDER AND CIRCLE K CONSTRUCTION MANAGER FOR
ACCOUNT SETUP. PROVIDE A 2" CONDUIT FOR TELEPHONE
FROM BUILDING TO POINT OF CONNECTION. PROVIDE A 3"
CONDUIT FOR CABLE/INTERNET FROM BUILDING TO PEDESTAL.
CONDUIT RUNS BURIED A MINIMUM OF 24" BELOW GRADE AND
HAVE A PULL STRING INSTALLED. CONDUIT RUNS MUST NOT
EXCEED A TOTAL OF 180° DEGREES OF BEND WITHOUT A PULL
BOX. STANDARD 90° BEND IS 6' BENDS WITH 3' RADIUS.
CU02
TRANSFORMER PAD LOCATION. COORDINATE WITH LOCAL
PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE PROPOSED
TRANSFORMER PAD LOCATION. PROVIDE TWO (2) 6" CONDUITS
BETWEEN POINT OF CONNECTION AND TRANSFORMER. 24"
MINIMUM BURY DEPTH WITH 18" OF VERTICAL SEPARATION AT
WATER AND SEWER CROSSINGS.
CU03 ELECTRIC SERVICE POINT OF ENTRY TO BUILDING; REFER TO
MEP PLANS BY OTHERS. COORDINATE WITH LOCAL PROVIDER.
CU04 WATER LINE POINT OF CONNECTION.
CU05 2" TYPE K COPPER DOMESTIC WATER SERVICE; CONFIRM SIZE
WITH MEP PLANS BY OTHERS.
CU06 1.5" DOMESTIC WATER METER
CU07
1.5" DOMESTIC RPZ BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE WATER METER.
PROVIDE POWER TO HOT BOX. REFER TO DETAIL CK-240.
CU08 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
CU11 3/4" IRRIGATION METER
CU12
1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE IRRIGATION METER.
PROVIDE POWER TO HOT BOX. REFER TO DETAIL CK-240.
CU13
1" IRRIGATION WATER LINE. REFER TO IRRIGATION PLANS BY
OTHERS AND DETAILS CK-230 AND CK-235. PROVIDE AS-BUILT TO
CIRCLE K CONSTRUCTION MANAGER.
CU14
APPROXIMATE IRRIGATION CONTROLLER LOCATION. OWNER'S
REPRESENTATIVE SHALL PINPOINT EXACT LOCATION ON-SITE.
IRRIGATION CONTRACTOR SHALL HARDWIRE POWER TO
CONTROLLER. REFER TO IRRIGATION PLANS BY OTHERS.
CU15 SANITARY SEWER POINT OF CONNECTION.
CU16 6" PVC SANITARY SEWER SERVICE @ 1/8" PER LF MIN. SLOPE, 4'
MIN. COVER (TYP.).
CU17 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHIN
PAVEMENT (TYP.). REFER TO DETAIL CK-205.
CU18 SANITARY SEWER TWO-WAY CLEANOUT; REFER TO PLUMBING
DETAIL ON P1.3 AND CK-205.
CU19 SANITARY SEWER WYE CONNECTION.
CU20 GREASE TRAP; REFER TO MEP PLANS BY OTHERS FOR SIZING,
VENTING, AND DETAILS.
CU21 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
CU22 GREASE SERVICE POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
CU23
CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR
TO START OF CONSTRUCTION. IMMEDIATELY NOTIFY CLIENT
AND ENGINEER IF DISCREPANCIES OR CONFLICTS ARE FOUND.
CU25 PROVIDE POWER TO AIR MACHINE. CIRCLE K VENDOR TO
PROVIDE AIR AND WATER MACHINE.
CU27
PROVIDE POWER TO MID SIGN; WIRED BY BUILDING ELECTRICAL
CONTRACTOR. VERIFY EXACT LOCATION AND DESIGN BEFORE
ROUGH-IN. PERMITTED BY OTHERS.
CU28
LIGHT POLE BASE; REFER TO DETAIL CK-190. REFER TO
LIGHTING, ELECTRICAL, AND STRUCTURAL PLANS BY OTHERS
(TYP.).
CU39
PROVIDE 2" CONDUIT FOR FUTURE ELECTRIC CHARGING
STATION FROM BUILDING. STUB AND CAP 8" ABOVE FINISHED
GRADE. CONDUIT RUNS BURIED A MINIMUM OF 24" BELOW
GRADE AND HAVE A PULL STRING INSTALLED. CONDUIT RUNS
MUST NOT EXCEED A TOTAL OF 180° DEGREES OF BEND
WITHOUT A PULL BOX. STANDARD 90° BEND IS 6' BENDS WITH 3'
RADIUS.
U01 EXISTING FIRE HYDRANT
U02 EXISTING WATER LINE; CONFIRM PRIOR TO CONSTRUCTION
U06 EXISTING SANITARY SEWER MANHOLE (TYP.)
U07 EXISTING SANITARY SEWER MAIN (TYP.)
U09 EXISTING UTILITY POLE (TYP.)
U10 EXISTING OVERHEAD UTILITY LINE (TYP.)
U13 EXISTING FORCE MAIN; CONFIRM PRIOR TO CONSTRUCTION
U18 EXISTING GAS MAIN TO REMAIN
U19 EXISTING TELEPHONE LINES TO REMAIN
U20 EXISTING UNDERGROUND POWER LINE TO REMAIN
U31 FIRE HYDRANT ASSEMBLY (TYP.)
U38 6" GATE VALVE (TYP.)
U39 8" GATE VALVE (TYP.)
U54 5' (INSIDE DIAMETER) MANHOLE
U58
CONNECT TO EXISTING SANITARY SEWER MANHOLE. CORE
DRILL AND INSTALL FLEXIBLE RUBBER BOOT. (CONTRACTOR TO
FIELD VERIFY LOCATION AND ELEVATION)
U72 COORDINATE WITH WATER DEPARTMENT TO ENSURE THAT
SERVICE IS NOT INTERRUPTED AT ANY TIME.
U73 30' WIDE CFPUA SANITARY SEWER EASEMENT.
U74 20' WIDE CFPUA WATER EASEMENT.
U75
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
U76 CIRCLE K FUNDED CONSTRUCTION WORK
U77 ILM FUNDED CONSTRUCTION WORK
U79 PROPOSED 2" SADDLE CONNECTION
U80 PROPOSED 8" x 8" x 6" TEE
U81 PROPOSED 8" x 12" TS&V
U82 PROPOSED CORPORATION STOP
U83
6" FIRE HYDRANT RPZ BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS). PROVIDE POWER TO HOT BOX. REFER TO
DETAIL CK-240.
U84 PROPOSED INSIDE DROP. REFER TO DETAIL.
U85
PROPOSED REVERSE TAP. 8"x12" TS&V. APPROXIMATELY 25 LF
OF FACTORY RESTRAINED JOINT 8" DIP WATER MAIN. CLASS 250
FOR ENTIRE LENGTH.
NTI-F
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CU01
CU03
CU08
CU20
CU21
CU22
CU09
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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09/02/2020
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37630.054
NA
D
8
3
0
SCALE 1"=40'
80'40'
BUILDING UTILITY CONNECTIONS INSET - SCALE 1" = 20'
UTILITY NOTES
1.CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2.ALL UNDERGROUND FEATURES INDICATED ON THE PLANS SHOULD BE
CONSIDERED APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE
FIELD PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER
IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
3.CONTRACTOR SHALL COORDINATE THE LOCATION OR RELOCATION OF ALL
OVERHEAD AND UNDERGROUND COMMUNICATION LINES, ELECTRIC AND GAS
SERVICE WITH THE APPROPRIATE UTILITY COMPANY AND/OR THE CITY PRIOR
TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS
REQUIRED FOR THESE UTILITIES UNDER PAVED AREAS.
4.ALL ILLUSTRATED UTILITY INFRASTRUCTURE IS DIAGRAMMATIC AND MAY NOT
REPRESENT THE ACTUAL SIZE OF INFRASTRUCTURE. NOTIFY THE DESIGN
ENGINEER IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
5.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH NEW HANOVER COUNTY AND THE STATE OF NORTH
CAROLINA STANDARDS AND SPECIFICATIONS.
6.SERVICE SADDLES SHALL BE ALL BRONZE WITH DOUBLE BRONZE STRAPS
WITH A NEOPRENE "O" RING GASKET ATTACHED TO THE BODY.
7.A 3' CLEAR SPACE SHALL BE MAINTAINED AROUND ALL WATER METERS.
8.ALL 6" SANITARY SEWER SERVICES CONNECTIONS SHALL BE MADE INTO
MANHOLES ONLY.
9.UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO NEW
HANOVER COUNTY STANDARDS.
10.ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE, ASPHALT,
BRICK, TREES, SHRUBS, ETC) SHALL BE REPLACED ACCORDING TO NEW
HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS.
11.ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS TAKEN
FROM A SURVEY BY PARAMOUNTE ENGINEERING, INC DATED 11/20/2019.
OFFSITE TOPOGRAPHY AND PLANIMETRIC INFORMATION FROM OTHER
SOURCES AND HAS NOT BEEN FIELD VERIFIED BY TIMMONS GROUP.
12.PER TECHNICAL SPECIFICATION SECTION 31 23 34.01 EXCAVATING,
TRENCHING, DEWATERING AND BACKFILLING FOR UTILITY WORK PART 3.6 I
AND DETAIL WS-4 - ALL MAIN LINE PIPE WILL HAVE CLASS I (#57 STONE)
BEDDING, HAUNCHING, AND INITIAL BACKFILL. WATER AND SEWER SERVICES
SHALL HAVE CLASS I OR II BEDDING, HAUNCHING AND INITIAL BACKFILL.
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SANSANSANSANSANSANSAN
SA
N
SA
N
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SA
N
SA
N
SA
N
SA
N
W W W W W W W W W W W W W W W
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
PAVE
M
E
N
T
P
A
V
E
M
E
N
T
GRAV
E
L
GRAVEL
CONC.CONC.
WETLANDS
5,968± SQ. FT.
0.14± AC.
UGP
UGT UGT
UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
UGT UGT UGT UGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT
1
2
"
V
C
P
1
2
"
V
C
P
12
"
V
C
P
12" VCP
SA
N
SA
N
1
0
"
P
V
C
12" VCP
8"
P
V
C
SMH
RIM=24.52
INV(N)=8.05
INV(E)=7.85
INV(W)=7.78
SMH
RIM=24.24
INV(E)=6.64
INV(W)=6.78
SMH
RIM=23.10
INV(NW)=4.40
INV(SE)=4.37
X
X
X
X
X
SMH
RIM=23.97
INV(NW)=3.40
INV(SW)=3.34
WETLANDS
1,836± SQ. FT.
0.04± AC.
WETLAND
1,174± SQ. FT.
0.03± AC.
WETLAND
1,102± SQ. FT.
0.03± AC.
G G G G G G G G G G G G G G G G
GAS LINE DRAWN FROM
NCDOT PLANS GAS LINE DRAWN FROM
NCDOT PLANS
X
X
X
INTERMITTENT
STREAM
WETLAND
447± SQ. FT.
0.01± AC.
FM
FM
FM
8
"
W
A
T
E
R
L
I
N
E
36
"
R
C
P
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
12" PVC
12" PVC
SMH
RIM=24.08
INV(N)=9.66
INV(E)=5.52
INV(SE)=5.45
INTERMITTENT
STREAM BUFFER
RELATIVELY PERMANENT
WATER
2,108± SQ. FT.
0.05± AC.
TEST HOLE #6
(WATERLINE)
COULDN'T LOCATE
ANYTHING
GND: 22.21
ELE: 19.15
TEST HOLE #7 (WATER / GAS LINE)
COULDN'T LOCATE ANYTHING
GND: 22.05
ELE: 17.98
TEST HOLE #8 1.5' WIDE
(UNDERGROUND
POWER LINE)
SQUARE IN SHAPE
GND: 21.92
ELE: 19.37 (TOP OF UGP)
TEST HOLE #9
(UNDERGROUND
TELEPHONE)
GND: 21.56
ELE: 19.25 (TOP OF UGT)
TEST HOLE #9B
(UNDERGROUND
TELEPHONE)
GND: 21.64
ELE: 20.04 (TOP OF UGT)
8''W
8''W
8'
'
W
S
SAN
S
SA
N
S
SA
N
SAN SAN
MH04
MH03
MH02 - 5' DIA.
8"
P
V
C
8"
P
V
C
8" PVC
8" PV
C
CU23
U06
CU23
U02
U06
U58
U84
U07
U07
U13
U18
U19
U54
CU04
U72
U85
U73 U74
EX-MH01
U20
UTILITY PLAN KEYNOTES
NUMBER DESCRIPTION
CU01
TELEPHONE SERVICE POINT OF ENTRY TO BUILDING; REFER TO
ARCHITECTURAL PLANS BY OTHERS. COORDINATE WITH LOCAL
PROVIDER AND CIRCLE K CONSTRUCTION MANAGER FOR
ACCOUNT SETUP. PROVIDE A 2" CONDUIT FOR TELEPHONE
FROM BUILDING TO POINT OF CONNECTION. PROVIDE A 3"
CONDUIT FOR CABLE/INTERNET FROM BUILDING TO PEDESTAL.
CONDUIT RUNS BURIED A MINIMUM OF 24" BELOW GRADE AND
HAVE A PULL STRING INSTALLED. CONDUIT RUNS MUST NOT
EXCEED A TOTAL OF 180° DEGREES OF BEND WITHOUT A PULL
BOX. STANDARD 90° BEND IS 6' BENDS WITH 3' RADIUS.
CU02
TRANSFORMER PAD LOCATION. COORDINATE WITH LOCAL
PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE PROPOSED
TRANSFORMER PAD LOCATION. PROVIDE TWO (2) 6" CONDUITS
BETWEEN POINT OF CONNECTION AND TRANSFORMER. 24"
MINIMUM BURY DEPTH WITH 18" OF VERTICAL SEPARATION AT
WATER AND SEWER CROSSINGS.
CU03 ELECTRIC SERVICE POINT OF ENTRY TO BUILDING; REFER TO
MEP PLANS BY OTHERS. COORDINATE WITH LOCAL PROVIDER.
CU04 WATER LINE POINT OF CONNECTION.
CU05 2" TYPE K COPPER DOMESTIC WATER SERVICE; CONFIRM SIZE
WITH MEP PLANS BY OTHERS.
CU06 1.5" DOMESTIC WATER METER
CU07
1.5" DOMESTIC RPZ BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE WATER METER.
PROVIDE POWER TO HOT BOX. REFER TO DETAIL CK-240.
CU08 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
CU11 3/4" IRRIGATION METER
CU12
1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE IRRIGATION METER.
PROVIDE POWER TO HOT BOX. REFER TO DETAIL CK-240.
CU13
1" IRRIGATION WATER LINE. REFER TO IRRIGATION PLANS BY
OTHERS AND DETAILS CK-230 AND CK-235. PROVIDE AS-BUILT TO
CIRCLE K CONSTRUCTION MANAGER.
CU14
APPROXIMATE IRRIGATION CONTROLLER LOCATION. OWNER'S
REPRESENTATIVE SHALL PINPOINT EXACT LOCATION ON-SITE.
IRRIGATION CONTRACTOR SHALL HARDWIRE POWER TO
CONTROLLER. REFER TO IRRIGATION PLANS BY OTHERS.
CU15 SANITARY SEWER POINT OF CONNECTION.
CU16 6" PVC SANITARY SEWER SERVICE @ 1/8" PER LF MIN. SLOPE, 4'
MIN. COVER (TYP.).
CU17 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHIN
PAVEMENT (TYP.). REFER TO DETAIL CK-205.
CU18 SANITARY SEWER TWO-WAY CLEANOUT; REFER TO PLUMBING
DETAIL ON P1.3 AND CK-205.
CU19 SANITARY SEWER WYE CONNECTION.
CU20 GREASE TRAP; REFER TO MEP PLANS BY OTHERS FOR SIZING,
VENTING, AND DETAILS.
CU21 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
CU22 GREASE SERVICE POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
CU23
CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR
TO START OF CONSTRUCTION. IMMEDIATELY NOTIFY CLIENT
AND ENGINEER IF DISCREPANCIES OR CONFLICTS ARE FOUND.
CU25 PROVIDE POWER TO AIR MACHINE. CIRCLE K VENDOR TO
PROVIDE AIR AND WATER MACHINE.
CU27
PROVIDE POWER TO MID SIGN; WIRED BY BUILDING ELECTRICAL
CONTRACTOR. VERIFY EXACT LOCATION AND DESIGN BEFORE
ROUGH-IN. PERMITTED BY OTHERS.
CU28
LIGHT POLE BASE; REFER TO DETAIL CK-190. REFER TO
LIGHTING, ELECTRICAL, AND STRUCTURAL PLANS BY OTHERS
(TYP.).
CU39
PROVIDE 2" CONDUIT FOR FUTURE ELECTRIC CHARGING
STATION FROM BUILDING. STUB AND CAP 8" ABOVE FINISHED
GRADE. CONDUIT RUNS BURIED A MINIMUM OF 24" BELOW
GRADE AND HAVE A PULL STRING INSTALLED. CONDUIT RUNS
MUST NOT EXCEED A TOTAL OF 180° DEGREES OF BEND
WITHOUT A PULL BOX. STANDARD 90° BEND IS 6' BENDS WITH 3'
RADIUS.
U01 EXISTING FIRE HYDRANT
U02 EXISTING WATER LINE; CONFIRM PRIOR TO CONSTRUCTION
U06 EXISTING SANITARY SEWER MANHOLE (TYP.)
U07 EXISTING SANITARY SEWER MAIN (TYP.)
U09 EXISTING UTILITY POLE (TYP.)
U10 EXISTING OVERHEAD UTILITY LINE (TYP.)
U13 EXISTING FORCE MAIN; CONFIRM PRIOR TO CONSTRUCTION
U18 EXISTING GAS MAIN TO REMAIN
U19 EXISTING TELEPHONE LINES TO REMAIN
U20 EXISTING UNDERGROUND POWER LINE TO REMAIN
U31 FIRE HYDRANT ASSEMBLY (TYP.)
U38 6" GATE VALVE (TYP.)
U39 8" GATE VALVE (TYP.)
U54 5' (INSIDE DIAMETER) MANHOLE
U58
CONNECT TO EXISTING SANITARY SEWER MANHOLE. CORE
DRILL AND INSTALL FLEXIBLE RUBBER BOOT. (CONTRACTOR TO
FIELD VERIFY LOCATION AND ELEVATION)
U72 COORDINATE WITH WATER DEPARTMENT TO ENSURE THAT
SERVICE IS NOT INTERRUPTED AT ANY TIME.
U73 30' WIDE CFPUA SANITARY SEWER EASEMENT.
U74 20' WIDE CFPUA WATER EASEMENT.
U75
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
U76 CIRCLE K FUNDED CONSTRUCTION WORK
U77 ILM FUNDED CONSTRUCTION WORK
U79 PROPOSED 2" SADDLE CONNECTION
U80 PROPOSED 8" x 8" x 6" TEE
U81 PROPOSED 8" x 12" TS&V
U82 PROPOSED CORPORATION STOP
U83
6" FIRE HYDRANT RPZ BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS). PROVIDE POWER TO HOT BOX. REFER TO
DETAIL CK-240.
U84 PROPOSED INSIDE DROP. REFER TO DETAIL.
U85
PROPOSED REVERSE TAP. 8"x12" TS&V. APPROXIMATELY 25 LF
OF FACTORY RESTRAINED JOINT 8" DIP WATER MAIN. CLASS 250
FOR ENTIRE LENGTH.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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09/02/2020
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37630.054
NA
D
8
3
0
SCALE 1"=40'
80'40'
UTILITY NOTES
1.CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2.ALL UNDERGROUND FEATURES INDICATED ON THE PLANS SHOULD BE
CONSIDERED APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE
FIELD PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER
IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
3.CONTRACTOR SHALL COORDINATE THE LOCATION OR RELOCATION OF ALL
OVERHEAD AND UNDERGROUND COMMUNICATION LINES, ELECTRIC AND GAS
SERVICE WITH THE APPROPRIATE UTILITY COMPANY AND/OR THE CITY PRIOR
TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS
REQUIRED FOR THESE UTILITIES UNDER PAVED AREAS.
4.ALL ILLUSTRATED UTILITY INFRASTRUCTURE IS DIAGRAMMATIC AND MAY NOT
REPRESENT THE ACTUAL SIZE OF INFRASTRUCTURE. NOTIFY THE DESIGN
ENGINEER IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
5.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH NEW HANOVER COUNTY AND THE STATE OF NORTH
CAROLINA STANDARDS AND SPECIFICATIONS.
6.SERVICE SADDLES SHALL BE ALL BRONZE WITH DOUBLE BRONZE STRAPS
WITH A NEOPRENE "O" RING GASKET ATTACHED TO THE BODY.
7.A 3' CLEAR SPACE SHALL BE MAINTAINED AROUND ALL WATER METERS.
8.ALL 6" SANITARY SEWER SERVICES CONNECTIONS SHALL BE MADE INTO
MANHOLES ONLY.
9.UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO NEW
HANOVER COUNTY STANDARDS.
10.ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE, ASPHALT,
BRICK, TREES, SHRUBS, ETC) SHALL BE REPLACED ACCORDING TO NEW
HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS.
11.ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS TAKEN
FROM A SURVEY BY PARAMOUNTE ENGINEERING, INC DATED 11/20/2019.
OFFSITE TOPOGRAPHY AND PLANIMETRIC INFORMATION FROM OTHER
SOURCES AND HAS NOT BEEN FIELD VERIFIED BY TIMMONS GROUP.
12.PER TECHNICAL SPECIFICATION SECTION 31 23 34.01 EXCAVATING,
TRENCHING, DEWATERING AND BACKFILLING FOR UTILITY WORK PART 3.6 I
AND DETAIL WS-4 - ALL MAIN LINE PIPE WILL HAVE CLASS I (#57 STONE)
BEDDING, HAUNCHING, AND INITIAL BACKFILL. WATER AND SEWER SERVICES
SHALL HAVE CLASS I OR II BEDDING, HAUNCHING AND INITIAL BACKFILL.
27
2
6
26
26
2
6
26
2
6
26
26
26
2
6
2
6
26
26
26
26
26
26
26
26
2626
26
2
6
25
2
5
25
25
25
25
25
25
25
25
25
25
25
25
25
2
5
25
25
25
25
25
25
25
25
25
2
5
25
2
4
2
4
24
24
24
24
24
24
24
24
24
24
24
24 24
24
24
24
24
24
2
4
24
24
2
4
24
24
24
24 24
24
24
24
24
24
2
4
24
23
2
3
23
23
23
23
23 23
23
23
2
3
23
2
3
2
3
23
23
23
23
2323
2
3
2
3
23
23
2
3
23
23
23
22
22
22
2
2
22
22
22
22
22
22
22
2
2
2
2
2
2
22
22
22 2
2
22
22
21
21
2
1
21
2121
21
21
21
21
21
2
1
2
1
21
21
2
1
20
20
20
20
20
20
20
202
0
20
20
2
0
20
2
0
20
20
20
19
19
1
9
19
19
19
19
19
1
9
1
8
1
8
1
8
18
18
1
7
W
W
S
A
N
S
A
N
S
A
N
SAN
SA
N
SA
N
SA
N
W
W
W
W
W
W
W
W
W
W
W
W
EDGE
O
F
P
A
V
E
M
E
N
T
EDGE
O
F
P
A
V
E
M
E
N
T
EDGE
O
F
P
A
V
E
M
E
N
T
EDGE
O
F
P
A
V
E
M
E
N
T
PA
V
E
M
E
N
T
GR
A
V
E
L
GRAV
E
L
CONC.
CONC.
WETL
A
N
D
S
5,968±
S
Q
.
F
T
.
0.14±
A
C
.
UGP
UGPUGP
UGP
UGP
UGP
UGP
UGP
UGP
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGTUGP
UGP
UGP
UGP
UGP
UGT
UGT
UGT
UGT
UGT
1
2
"
V
C
P
8"
P
V
C
WETL
A
N
D
1,174
±
S
Q
.
F
T
.
0.03±
A
C
.
WETL
A
N
D
1,102
±
S
Q
.
F
T
.
0.03±
A
C
.
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GAS L
I
N
E
D
R
A
W
N
F
R
O
M
NCDO
T
P
L
A
N
S
FM
FM
FM
36
"
R
C
P
12" PV
C
12" PV
C
SMH RIM=2
4
.
0
8
INV(N)
=
9
.
6
6
INV(E)
=
5
.
5
2
INV(S
E
)
=
5
.
4
5
TEST
H
O
L
E
#
1
(WATE
R
L
I
N
E
)
GND:
2
5
.
5
3
ELE: 2
2
.
6
2
(
T
O
P
O
F
W
A
T
E
R
L
I
N
E
)
TEST
H
O
L
E
#
2
1
.
5
'
W
I
D
E
(UNDE
R
G
R
O
U
N
D
P
O
W
E
R
L
N
E
)
SQUA
R
E
I
N
S
H
A
P
E
GND:
2
5
.
4
1
ELE: 2
4
.
1
5
(
T
O
P
O
F
U
G
P
)
TEST
H
O
L
E
#
3
(UNDE
R
G
R
O
U
N
D
TELEP
H
O
N
E
)
GND:
2
5
.
6
8
ELE: 2
3
.
1
0
(
T
O
P
OF UG
T
)
TEST
H
O
L
E
#
4
(UND
E
R
G
R
O
U
N
D
TELEP
H
O
N
E
)
GND: 2
5
.
5
8
ELE: 2
4
.
2
8
(
T
O
P
OF UG
T
)
TEST
H
O
L
E
#
6
(WAT
E
R
L
I
N
E
)
COUL
D
N
'
T
L
O
C
A
T
E
ANYT
H
I
N
G
GND:
2
2
.
2
1
ELE: 1
9
.
1
5
TEST
H
O
L
E
#
7
(
W
A
T
E
R
/
G
A
S
L
I
N
E
)
COUL
D
N
'
T
L
O
C
A
T
E
A
N
Y
T
H
I
N
G
GND:
2
2
.
0
5
ELE: 1
7
.
9
8
TEST
H
O
L
E
#
8
1
.
5
'
W
I
D
E
(UNDE
R
G
R
O
U
N
D
POWE
R
L
I
N
E
)
SQUA
R
E
I
N
S
H
A
P
E
GND:
2
1
.
9
2
ELE: 1
9
.
3
7
(
T
O
P
O
F
U
G
P
)
TEST
H
O
L
E
#
9
(UND
E
R
G
R
O
U
N
D
TELE
P
H
O
N
E
)
GND:
2
1
.
5
6
ELE: 1
9
.
2
5
(
T
O
P
O
F
U
G
T
)
TEST
H
O
L
E
#
9
B
(UNDE
R
G
R
O
U
N
D
TELEP
H
O
N
E
)
GND: 2
1
.
6
4
ELE: 2
0
.
0
4
(
T
O
P
O
F
U
G
T
)
MH07
MH06
MH05
MH04
MH03
MH02 - 5' DIA.
EX-MH01
8'
'
W
8'
'
W
8''
W
8''W
8''W8''W
8''W
8''
W
10+00
10+50
11+00
11+50
12+00
12
+
5
0
13
+
0
0
13
+
5
0
14+
0
0
14+
5
0
15+
0
0
15+50
16+00
16+50 17+00
17+50
18+00
1
8
+
5
0
1
9
+
0
0
1
9
+
5
0
1
9
+
9
5
.
3
6
S
S
S
A
N
S
SAN
S
SAN
S
SAN
S
SA
N
SAN
SAN
W
U73
U74
U75
2020
2
5
25
25
25
25
21
21 21
21
22
22
2
2
2
2
22
22
23
23
2
3
23
23
2
3
23
2
4
24
24
24
24
2
4
24
20
15
15
21
15
20
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2019
23 23
23
23 22
2
2
23
19
20
20
22
22
19
2
3
23
23
22
21
20
23
22
20
21
22
23
18
25
2
5
23
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9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
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24
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4
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8
4
148.84' OF
8" PVC
@ 0.60%
MH06 STA 18+46.53
TOP 25.33
INV IN 18.10 (MH07-MH06)
INV IN 18.17 (CO10-MH06)
INV OUT 18.00 (MH06-MH05)
163.92' OF
8" PVC
@ 0.60%
MH05 STA 16+82.61
TOP 25.90
INV IN 17.02 (MH06-MH05)
INV IN 17.02 (CO12-MH05)
INV IN 17.02 (CO11-MH05)
INV OUT 16.92 (MH05-MH04)
171.31' OF
8" PVC
@ 0.60%
MH04 STA 15+11.30
TOP 24.73
INV IN 15.89 (MH05-MH04)
INV OUT 15.79 (MH04-MH03)
156.56' OF
8" PVC
@ 0.60%
MH03 STA 13+54.74
TOP 23.61
INV IN 14.85 (MH04-MH03)
INV OUT 14.75 (MH03-MH02)
134.26' OF
8" PVC
@ 0.60%
MH02 - 5' DIA.STA 12+20.48
TOP 24.85
INV IN 13.95 (MH03-MH02)
INV OUT 13.85 (MH02-EXMH01)
220.48' OF
8" PVC
@ 0.60%
EX-MH01 STA 10+00.00
TOP 24.08
INV IN 12.52 (MH02-EXMH01)
EXISTING 12" PVC WATER MAIN.
DEPTH UNKNOWN.
EXISTING GAS LINE.
DEPTH UNKNOWN.
EXISTING UNDERGROUND POWER.
CROWN ELEVATION: 19.37'
EXISTING UNDERGROUND
TELEPHONE.
CROWN ELEVATION: 20.04'
FINISHED
GRADE
EXISTING
GRADE
MH07 STA 19+95.36
TOP 25.07
INV IN 18.99 (CO01-MH07)
INV OUT 18.99 (MH07-MH06)
MIN. 24" SEPARATION
MIN. 24" SEPARATION
36 inch RCP 30 inch RCP
WATER MAIN ISN'T DEPICTED. SEE
WATER MAIN PLAN AND PROFILE SHEET.
FINISHED
GRADE
INSIDE DROP
INVERT IN (INSIDE DROP): 5.95'
(REFER TO DETAIL)
UTILITY PLAN KEYNOTES
NUMBER DESCRIPTION
U73
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN)
U74 CIRCLE K FUNDED CONSTRUCTION WORK
U75 ILM FUNDED CONSTRUCTION WORK
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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A. MAY
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09/02/2020
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37630.054
NA
D
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3
0
SCALE 1"=40'
80'40'
SANITARY SEWER - PLAN VIEW
SANITARY SEWER - PROFILE VIEW
PROFILE SCALE
0
0
40
4
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1.ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY
SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED
HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM
TO STATE RULES AND THE CFPUA’S MINIMUM TECHNICAL
STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE
CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL,
MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS
FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS.
2.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN
TRAFFIC AREAS.
3.WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE 18” INSIDE RIGHT-OF-WAY LINE. SEWER
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE 18” INSIDE RIGHT-OF-WAY LINE.
4.ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS
SHALL ALSO BE CONSTRUCTED OF DIP.
5.MINIMUM 10’ UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
6.NO FLEXIBLE COUPLINGS SHALL BE USED.
7.ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316.
8.CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM
ALL PROPERTY CORNERS.
9.WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM
THE PROPERTY CORNER.
10.UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER
SERVICES SHALL BE DISCONNECTED FROM MAIN.
11.A MINIMUM OF 10’ OF MAIN LINE, 5’ UPSTREAM AND 5’
DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE
CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS.
12.A MINIMUM OF 20’ OF MAIN LINE, 10’ UPSTREAM AND 10’
DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN
MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS.
13.PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN
EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS.
PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF
CORE HOLES. CORING THE MANHOLE CONE IS NOT PERMITTED.
14.WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT
SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A
MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS
GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA.
15.ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE
INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE
LARGEST DIAMETER PIPE.
28
27
27
27
27
27
27
27
2
6
26
26
2
6
26
26
26
26
26
26
26
2
6
2
6
26
26
26
26
26
26
26
26
26
26
26
26
26
2
6
26
2
5
2525
25
25
25
25
2
5
25
25
25
25
25
25
25
25
25
25
25
2
5
25
25
25
25
25
25
25
25
25
25
25
2
5
25
2
5
25
25
25
25
25
25
25
2
4
24
24
24
24
24
24
24
24
24 24
24
24
24
24
24
2
4
2
4
24
2
4
24
24
24
24 24
24
2
4
24
24
24
24
24
24
24
24
24
23 2
3
23
23
23
2
3
23
23
23
23
23
23
23
2
3
2
3
23
23
23
23
2323
2
3
2
3
23
22
22
22
22
2
2
2
2
22
22
22
22
22
22
2
2
2
2
2
2
22 22
22
22
22
22
22
22
21
2
1
21
2121
2121
21
21
21
2
1
2
1
21
21
2
1
20
20
20
20
20
20
2
0
20
2
0
20
20
20
19
19
19
19
19
19
1
9
18
1
8
18
W
W
W
W
W
W
W
W
W
W
W
W
W
EDGE OF PAV
E
M
E
N
T
EDGE
O
F
P
A
V
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M
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N
T
EDGE
O
F
P
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N
T
GR
A
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L
GRAV
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L
CONC.
CONC.
WETL
A
N
D
S
5,968
±
S
Q
.
F
T
.
0.14±
A
C
.
UGP
UGP
UGPUGP
UGP
UGP
UGP
UGP
UGP
UGP
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGP
UGP
UGP
UGT
UGT
UGT
UGT
WETL
A
N
D
1,174
±
S
Q
.
F
T
.
0.03±
A
C
.
WETL
A
N
D
1,102±
S
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.
F
T
.
0.03±
A
C
.
G
G
GG
G
G
G
G
G
G
G
G
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G
GAS LI
N
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D
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A
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NCDO
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(EXIST
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(NHC LO
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+
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U73
U74
U75
25
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23
24
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25
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2
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9+75 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+25
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2
3
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9
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8
25
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4
0
EXISTING GAS LINE.
DEPTH UNKNOWN.
EXISTING UNDERGROUND POWER.
CROWN ELEVATION: 24.15'
EXISTING UNDERGROUND TELEPHONE.
CROWN ELEVATION: 24.28'
EXISTING UNDERGROUND
TELEPHONE. CROWN ELEVATION: 20.04'
EXISTING UNDERGROUND POWER.
CROWN ELEVATION: 19.37'
EXISTING GAS LINE.
APPORIXIMATE ELEVATION: 17.98'
6 inch PVC
FINISHED
GRADE
EXISTING
GRADE
3' MIN.
COVER
3' MIN.
COVER
18" MIN.
SEPARATION 18" MIN.
SEPARATION
PROPOSED 8" PVC WATER MAIN
PROPOSED 8" X 12" TS&VPROPOSED REVERSE TAP. 8" X 12" TS&V.
APPROXIMATELY 25 LF OF FACTORY RESTRAINED JOINT
8" DIP WATER MAIN. CLASS 250 FOR ENITRE LENGTH.
PROPOSED 6" FIRE
CONNECTION
PROPOSED FIRE HYDRANT ASSEMBLY
PROPOSED 1.5" DOMESTIC AND
IRRIGATION SERVICE CONNECTION
6 inch PVC
18" MIN.
SEPARATION
36 inch RCP 30 inch RCP
FINISHED
GRADE 3' MIN.
COVER
UTILITY PLAN KEYNOTES
NUMBER DESCRIPTION
U73
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
U74 CIRCLE K FUNDED CONSTRUCTION WORK
U75 ILM FUNDED CONSTRUCTION WORK
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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DRAWN BY
DATE
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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37630.054
NA
D
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SCALE 1"=40'
80'40'
WATER MAIN - PLAN VIEW
WATER MAIN - PROFILE VIEW
PROFILE SCALE
0
0
40
4
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1.ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY
AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY
SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED
HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM
TO STATE RULES AND THE CFPUA’S MINIMUM TECHNICAL
STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE
CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL,
MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS
FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS.
2.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS
STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN
TRAFFIC AREAS.
3.WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO
MAIN AND TERMINATE 18” INSIDE RIGHT-OF-WAY LINE. SEWER
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE
PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE
MANHOLE AND TERMINATE 18” INSIDE RIGHT-OF-WAY LINE.
4.ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS
SHALL ALSO BE CONSTRUCTED OF DIP.
5.MINIMUM 10’ UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
6.NO FLEXIBLE COUPLINGS SHALL BE USED.
7.ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316.
8.CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM
ALL PROPERTY CORNERS.
9.WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM
THE PROPERTY CORNER.
10.UNUSED SERVICES SHALL BE ABANDONED. ABANDONED WATER
SERVICES SHALL BE DISCONNECTED FROM MAIN.
11.A MINIMUM OF 10’ OF MAIN LINE, 5’ UPSTREAM AND 5’
DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE
CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS.
12.A MINIMUM OF 20’ OF MAIN LINE, 10’ UPSTREAM AND 10’
DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN
MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS.
13.PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN
EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS.
PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF
CORE HOLES. CORING THE MANHOLE CONE IS NOT PERMITTED.
14.WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT
SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A
MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS
GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA.
15.ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE
INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE
LARGEST DIAMETER PIPE.
NTI-F
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AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
12" PVC
12" PVC
8
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'
W
8
'
'
W
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8''W
S
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14.5'
10' PARKING
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37.5' MAX WIDTH
STREET YARD
10' PARKING SETBACK
80' AIRPORT FRONT
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50' FRONT
SETBACK
60'AIRPORT FRONT SETBACK
50' FRONT SETBACK
10' PARKING SETBACK
12.5' MIN. WIDTH
STREET YARD
ZONING: AC
ZONING: AC
ZONING: A-I
ZONING: AC
ZONING: AC
L01
L02
L03
L03
13.3'
10' PARKING SETBACK
TM (1)
TM (2)
TM (1)
TM (2)
HH (16)
LP (6)
HH (11)
HH (8)
HH (8)
HH (3)
TM (1)
HH (5)HH (4)
HH (4)
HH (17)
HH (5)
HH (4)
WM (7)
HH (7)
NO (12)
LP (58)
LP (6)
LP (14)
HH (2)
HH (2)
L04
12.5' STREET YARD
12.5' STREET YARD
NO (6)
LP (41)
NO (1)
LP (6)
NO (2)
LP (12)
LP (5)
NO (2)
LP (7)
L03
UTILITY PLAN KEYNOTES
NUMBER DESCRIPTION
L01
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
L02 CIRCLE K FUNDED CONSTRUCTION WORK
L03 ILM FUNDED CONSTRUCTION WORK
L04 EXISTING VEGETATION TO REMAIN UNDISTURBED AND COUNT
TOWARDS DISTURBED AREA PLANTING REQUIREMENTS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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37630.054
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D
8
3
0
SCALE 1"=40'
80'40'
NEW HANOVER COUNTY LANDSCAPE REQUIREMENTS
REQUIREMENT CALCULATION REQUIRED
SIZE
(AT TIME OF
PLANTING)
PARKING LOT INTERIORS:
UDO 5.4.6.D:
LANDSCAPING AREA SHALL
EQUAL 8% OF AREA USED FOR
PARKING AND INTERNAL DRIVES.
1 TREE MIN. PER ISLAND.
TOTAL AREA = 40,475
S.F
40,475 * 0.08 = 3,238 SF
4 ISLANDS
3,238 SF
LANDSCAPED
AREA
3,286 SF
LANDSCAPED
AREA PROVIDED
4 TREES
3" CALIPER
TREES
STREET YARD:
UDO 5.4.7.B:
25 SF PER EACH LF OF STREET
FRONTAGE FOR PRIMARY
STREETS
UDO 5.4.7.E
12.5 SF PER EACH LF OF STREET
FRONTAGE FOR SECONDARY
STREETS
1 LARGE TREE AND 6 SHRUBS PER
600 SF OF STREET YARD AREA
268 LF PRIMARY
FRONTAGE X 25 =
6,700 SF
6,700 / 600 = 11.17 = 12
220 LF EAST
SECONDARY FRONTAGE
X 12.5 = 2,750 SF
2,750 / 600 = 4.58 = 5
278 LF SOUTH
SECONDARY FRONTAGE
X 12.5 = 3,475 SF
3,475 / 600 = 5.79 = 6
PRIMARY STREET
12 LARGE TREES
72 SHRUBS
SECONDARY
STREET (EAST)
5 LARGE TREES
30 SHRUBS
SECONDARY
STREET (SOUTH)
6 LARGE TREES
36 SHRUBS
3" CALIPER
TREES
12" MIN
HEIGHT
SHRUBS
FOUNDATION PLANTINGS:
UDO 5.4.8:
PLANTINGS SHALL BE PLACED
BETWEEN BUILDING FACE AND
PARKING OR DRIVE ISLE. AREA
PROVIDED MUST BE A MINIMUM
OF 12% OF THE BUILDING FACE
AREA ADJACENT TO THE PARKING
OR DRIVE ISLE.
3,500 SF OF BUILDING
AREA FRONTAGE
420 SF OF
LANDSCAPED
AREA
928 SF OF
LANDSCAPED
AREA PROVIDED
LANDSCAPE NOTES:
PRE-CONSTRUCTION
·PRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TO THE WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED
UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. PROTECT ALL UTILITIES. REPAIR ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH
OCCURS AS A RESULT OF CONSTRUCTION.
·CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE CONTRACTOR REGISTERED IN THE STATE OF NORTH CAROLINA.
·VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND MUST BE VERIFIED.
·PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL BY LANDSCAPE ARCHITECT.
·PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT AN ON-SITE PRE-CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE DEVELOPER AND
THE ADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND MANAGEMENT OF ALL LANDSCAPE ELEMENTS TO REMAIN.
·ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE, DURING, AND AFTER INSTALLATION.
o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH
MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE.
·ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".
o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
CONSTRUCTION/INSTALLATION
·CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. THIS PLAN DOES NOT
PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
·CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING
WORK.
·STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALL DEBRIS FROM THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO INSTALLING NEW
PLANT MATERIAL.
·CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.
·ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4” OF TOPSOIL.
·ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOW SPOTS ALLOWING WATER TO BE TRAPPED.
·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.
·THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW FOR A 2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
·ALL TREES MUST BE GUYED OR STAKED AS DETAILED.
·AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE CONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.
·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF
CONDITIONS WHICH AFFECTS THE GUARANTEE. IT MAY BE NECESSARY TO TRUCK IN NON-CITY WATER TO MEET PLANT NEEDS.
·USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
·ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIX MEETING LATEST STATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEED AND PLANT
CERTIFICATION.
·SEEDING AND STRAW NOTES FOR LAWN AREAS:
o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6”.
o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE SMOOTH AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF-SITE.
o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.
o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS RECOMMENDATIONS.
o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED.
o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER 60% DAMAGED,
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALT AT 300 GAL/ACRE.
·BIODEGRADABLE WEED MATTING (ALL-PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN SHRUB BEDS ADJACENT TO BUILDING FACADE.
·PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF MATERIAL FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFER TO LANDSCAPE SCHEME FOR
MATERIAL SPECIFICATIONS.
·MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PER SPECIFICATIONS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING WIRE SHALL BE
REMOVED. DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE LOOSE MATERIAL FROM PLANTS. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK: KEEP A MINIMUM OF
4" AWAY FROM TREE TRUNK OR BASE OF PLANT.
·MULCH AND NO-MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY RAIN EVENTS. IF NO-MOW MIX GERMINATES AT A RATE OF LESS THAN 90%, THEN REMOVE OTHER
SPECIES AND RESEED.
TEMPORARY IRRIGATION
·CONTRACTOR TO PROVIDE AND MAINTAIN TEMPORARY IRRIGATION FOR SOD WITHIN THE STORMWATER CONTROL MEASURE UNTIL SOD BECOMES ESTABLISHED.
INSPECTIONS/GUARANTEE
·LANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPON COMPLETION OF LANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFY COMPLETENESS INCLUDING THE REPLACEMENT
OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY LANDSCAPE ARCHITECT.
·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF
OCCUPANCY.
·CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD SHALL BEGIN UPON
CERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER COMES FIRST.
PLANT SCHEDULE
SYMBOL
TREE
BOTANICAL NAME COMMON NAME
MIN.
INSTALLATION
SIZE
COMMENTSDECIDUOUS
SHADE TREE PROV'D
NO 23 QUERCUS TEXANA NUTTAL OAK 1.5-2" CALIPER,
8-10' MIN. HEIGHT STREET TREES
TM 7 ACER BUERGERIANUM TRIDENT MAPLE 1.5-2" CALIPER,
6-8' MIN. HEIGHT PARKING LOT
SHRUBS
LP 155 DARUMA DWARF
LOROPETALUM LOROPETALUM 24"MIN. HT.STREET PROTECTIVE
YARD
HH 96 ILEX CRENATA HOOGENDORN
HOLLY 24" MIN. HT.STREET PROTECTIVE
YARD
WM 7 MYRICA CERIFERA SOUTHERN WAX
MYRTLE 3' MIN. HT.BUFFER YARD
GROUND
COVER
BG CYNODON DACTYLON BERMUDA GRASS SOD
BG CYNODON DACTYLON BERMUDA GRASS SEED
BM BARK MULCH
S
A
N
SA
N
SA
N
W W W W W W W W W W
EDGE OF PAVEM
E
N
T
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
PAVE
M
E
N
T
GRAV
E
L
GRAVEL
CONC.CONC.
WETLANDS
5,968± SQ. FT.
0.14± AC.
UGP UGP UGP UGP UGP
UGT UGT UGT UGT UGT UGT
UGP UGP UGP UGP UGP
UGT UGT UGT UGT UGT
X
X
X
X
X
X
X
X
X
X
X
WETLAND
1,174± SQ. FT.
0.03± AC.
WETLAND
1,102± SQ. FT.
0.03± AC.
G G G G G G G G G G G GGAS LINE DRAWN FROM
NCDOT PLANS
X
X
X
INTERMITTENT
STREAM
WETLAND
447± SQ. FT.
0.01± AC.
FM
FM
FM
3
6
"
R
C
P
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
12" PVC
12" PVC
RELATIVELY PERMANENT
WATER
2,108± SQ. FT.
0.05± AC.
8''W
8''W
8''W
8''W
8'
'
W
S
S
SAN
S
SAN
S
SA
N
S
SA
N
SAN SAN
ZONING: AC
L03 L04
L04
L04
L03
UTILITY PLAN KEYNOTES
NUMBER DESCRIPTION
L01
CIRCLE K / ILM RESPONSIBILITY PHASE LINE DELINEATES THE
SCOPE OF WORK BREAKDOWN FOR THE PRIMARY WORK ON
EACH PAGE (I.E. UTILITY WORK ON THE UTILITY PLAN).
L02 CIRCLE K FUNDED CONSTRUCTION WORK
L03 ILM FUNDED CONSTRUCTION WORK
L04 EXISTING VEGETATION TO REMAIN UNDISTURBED AND COUNT
TOWARDS DISTURBED AREA PLANTING REQUIREMENTS
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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A
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A. MAY
B. DOWNS
R. BAKER
09/02/2020
CI
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A
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P
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A
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I
N
A
37630.054
NA
D
8
3
0
SCALE 1"=40'
80'40'
LANDSCAPE NOTES:
PRE-CONSTRUCTION
·PRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND ADJACENT TO THE WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED
UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE. PROTECT ALL UTILITIES. REPAIR ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH
OCCURS AS A RESULT OF CONSTRUCTION.
·CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE CONTRACTOR REGISTERED IN THE STATE OF NORTH CAROLINA.
·VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND MUST BE VERIFIED.
·PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL BY LANDSCAPE ARCHITECT.
·PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING PERMIT AN ON-SITE PRE-CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE DEVELOPER AND
THE ADMINISTRATOR TO REVIEW PROCEDURES FOR THE PROTECTION AND MANAGEMENT OF ALL LANDSCAPE ELEMENTS TO REMAIN.
·ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE, DURING, AND AFTER INSTALLATION.
o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED (PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH
MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE.
·ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".
o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND DISEASE.
o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
CONSTRUCTION/INSTALLATION
·CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT SEEDING IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER GRADING. THIS PLAN DOES NOT
PRESENT ANY TEMPORARY STABILIZATION REQUIRED AS PART OF SWPPP PLAN.
·CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING
WORK.
·STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALL DEBRIS FROM THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO INSTALLING NEW
PLANT MATERIAL.
·CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.
·ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4” OF TOPSOIL.
·ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOW SPOTS ALLOWING WATER TO BE TRAPPED.
·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.
·THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW FOR A 2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
·ALL TREES MUST BE GUYED OR STAKED AS DETAILED.
·AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE CONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER.
·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF
CONDITIONS WHICH AFFECTS THE GUARANTEE. IT MAY BE NECESSARY TO TRUCK IN NON-CITY WATER TO MEET PLANT NEEDS.
·USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
·ALL LAWN AREAS TO BE SEEDED SHALL USE A LOCALLY GROWN COMMERCIAL MIX MEETING LATEST STATE OF NORTH CAROLINA AGRICULTURE STANDARDS FOR SEED AND PLANT
CERTIFICATION.
·SEEDING AND STRAW NOTES FOR LAWN AREAS:
o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6”.
o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE SMOOTH AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF-SITE.
o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.
o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS RECOMMENDATIONS.
o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED.
o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER 60% DAMAGED,
REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALT AT 300 GAL/ACRE.
·BIODEGRADABLE WEED MATTING (ALL-PRO WEED MAT OR APPROVED EQUAL) SHALL BE REQUIRED IN SHRUB BEDS ADJACENT TO BUILDING FACADE.
·PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF MATERIAL FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFER TO LANDSCAPE SCHEME FOR
MATERIAL SPECIFICATIONS.
·MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PER SPECIFICATIONS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING WIRE SHALL BE
REMOVED. DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE LOOSE MATERIAL FROM PLANTS. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK: KEEP A MINIMUM OF
4" AWAY FROM TREE TRUNK OR BASE OF PLANT.
·MULCH AND NO-MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER HEAVY RAIN EVENTS. IF NO-MOW MIX GERMINATES AT A RATE OF LESS THAN 90%, THEN REMOVE OTHER
SPECIES AND RESEED.
TEMPORARY IRRIGATION
·CONTRACTOR TO PROVIDE AND MAINTAIN TEMPORARY IRRIGATION FOR SOD WITHIN THE STORMWATER CONTROL MEASURE UNTIL SOD BECOMES ESTABLISHED.
INSPECTIONS/GUARANTEE
·LANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPON COMPLETION OF LANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFY COMPLETENESS INCLUDING THE REPLACEMENT
OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY LANDSCAPE ARCHITECT.
·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF
OCCUPANCY.
·CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD SHALL BEGIN UPON
CERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER COMES FIRST.
NEW HANOVER COUNTY LANDSCAPE REQUIREMENTS
REQUIREMENT CALCULATION REQUIRED
SIZE
(AT TIME OF
PLANTING)
PARKING LOT INTERIORS:
UDO 5.4.6.D:
LANDSCAPING AREA SHALL
EQUAL 8% OF AREA USED FOR
PARKING AND INTERNAL DRIVES.
1 TREE MIN. PER ISLAND.
TOTAL AREA = 40,475
S.F
40,475 * 0.08 = 3,238 SF
4 ISLANDS
3,238 SF
LANDSCAPED
AREA
3,286 SF
LANDSCAPED
AREA PROVIDED
4 TREES
3" CALIPER
TREES
STREET YARD:
UDO 5.4.7.B:
25 SF PER EACH LF OF STREET
FRONTAGE FOR PRIMARY
STREETS
UDO 5.4.7.E
12.5 SF PER EACH LF OF STREET
FRONTAGE FOR SECONDARY
STREETS
1 LARGE TREE AND 6 SHRUBS PER
600 SF OF STREET YARD AREA
268 LF PRIMARY
FRONTAGE X 25 =
6,700 SF
6,700 / 600 = 11.17 = 12
220 LF EAST
SECONDARY FRONTAGE
X 12.5 = 2,750 SF
2,750 / 600 = 4.58 = 5
278 LF SOUTH
SECONDARY FRONTAGE
X 12.5 = 3,475 SF
3,475 / 600 = 5.79 = 6
PRIMARY STREET
12 LARGE TREES
72 SHRUBS
SECONDARY
STREET (EAST)
5 LARGE TREES
30 SHRUBS
SECONDARY
STREET (SOUTH)
6 LARGE TREES
36 SHRUBS
3" CALIPER
TREES
12" MIN
HEIGHT
SHRUBS
FOUNDATION PLANTINGS:
UDO 5.4.8:
PLANTINGS SHALL BE PLACED
BETWEEN BUILDING FACE AND
PARKING OR DRIVE ISLE. AREA
PROVIDED MUST BE A MINIMUM
OF 12% OF THE BUILDING FACE
AREA ADJACENT TO THE PARKING
OR DRIVE ISLE.
3,500 SF OF BUILDING
AREA FRONTAGE
420 SF OF
LANDSCAPED
AREA
928 SF OF
LANDSCAPED
AREA PROVIDED
PLANT SCHEDULE
SYMBOL
TREE
BOTANICAL NAME COMMON NAME
MIN.
INSTALLATION
SIZE
COMMENTSDECIDUOUS
SHADE TREE PROV'D
NO 45 QUERCUS TEXANA NUTTAL OAK 1.5-2" CALIPER,
8-10' MIN. HEIGHT STREET TREES
TM 7 ACER BUERGERIANUM TRIDENT MAPLE 1.5-2" CALIPER,
6-8' MIN. HEIGHT PARKING LOT
SHRUBS
LP 155 DARUMA DWARF
LOROPETALUM LOROPETALUM 24"MIN. HT.STREET PROTECTIVE
YARD
HH 96 ILEX CRENATA HOOGENDORN
HOLLY 24" MIN. HT.STREET PROTECTIVE
YARD
WM 7 MYRICA CERIFERA SOUTHERN WAX
MYRTLE 3' MIN. HT.BUFFER YARD
GROUND
COVER
BG CYNODON DACTYLON BERMUDA GRASS SOD
BG CYNODON DACTYLON BERMUDA GRASS SEED
BM BARK MULCH
6" MIN.
EXISTINGROADWAY
ROADWAY
EXISTING
FABRIC UNDER STONE 12" MIN.
CROSS SECTION
PLAN
70' MIN.30' MIN.
15' MIN.
SEDIMENT ON SITEBUT SUFFICIENT TO KEEP50' MIN.
2-3" COARSE
CONSTRUCTION SPECIFICATIONS
1.CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2.PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE
PLANS AND SMOOTH IT.
3.PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE
OUTLET.
4.USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE
FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2"
STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
IT OUT A NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
AGGREGATE
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
OUTLET ZONE
NOTES:
1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND
SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH).
PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP
OF THE BERMS
6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH
RAINFALL
INLET ZONE
35% of
basin
surface
area
1st Cell
25% of
basin
surface
area
2nd Cell
25% of
basin
surface
area
15% of
basin
surface
area
CROSS SECTION
PLAN VIEW
SECTION VIEW AT OPENING
FENCE AND
FABRIC
BURIED IN
TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
2'
STEEL POST
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC
OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
CROSS SECTION A-A
PLAN VIEW
NOTE:
STABILIZE DIVERSION DITCH WITH TEMPORARY
SEEDING AND EROSION CONTROL NETTING.
A
A
SIDE SLOPES
2 : 1 (MAXIMUM)
UPSLOPE TOE
STEEP CUT OR FILL SLOPE
2' MIN.
POSITIVE GRADE 1.0% MAXIMUM
2 : 1 SLOPE (MAXIMUM)
2'
MINIMUM
STEEP CUT OR
FILL SLOPE
TOP RIM OF DITCH
TOP RIM OF DITCH
20' FROM
PROPERTY LINE
CONSTRUCTION SPECIFICATIONS
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH,
STUMPS, AND OTHER OBJECTIONABLE MATERIAL
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION
MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY
POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED
SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT
MACHINE REGRADING AND CLEANOUT.
5. DIVERSION DITCHES MUST COMPLY WITH THE 7-DAY GROUND
STABILIZATION REQUIREMENT AT THE RIDGE OF THE BERM PER
NCDEQ.
6. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION,
UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS
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.
WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO
BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT.
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO
SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
NOTES
STRAW BALE
STRAW BALE
(TYP)
10 mil PLASTIC LINING
VARIES
10' MINIMUM
BINDER WIRE
NATIVE MATERIAL
(OPTIONAL)
STAPLES
(2 PER BALE)
WOOD OR
METAL STAKES
(2 PER BALE)
SECTION B-B
NOT TO SCALE
10 mil PLASTIC LINING
B B
PLAN
NOT TO SCALE
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
PLYWOOD
48"X24"
PAINTED WHITE BLACK LETTERS
6" HEIGHT
LAG SCREWS
36"
36"
TYPE "ABOVE GRADE" WITH STRAW BALES
2"
8"1.12" DIA
STEEL WIRE
STAPLE
DETAIL
CONCRETE
WASHOUT
10' MINIMUM
VARIES
10 mil PLASTIC LINING
PLAN
NOT TO SCALE
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER
WITH TWO STAKES
TWO-STACKED
2X12 ROUGH
WOOD FRAME
STAKE
(TYP)
TYPE "ABOVE GROUND"
WITH WOOD PLANKS
SECTION B-B
NOT TO SCALE
B B
VARIES
10' MINIMUM
AA
10 mil PLASTIC LINING
10 mil PLASTIC LINING
SANDBAG
BERM
BERM
3'
LATH AND
FLAGGING ON
3 SIDES
PLAN
NOT TO SCALE
SECTION A-A
NOT TO SCALE
SANDBAG
TYPE "BELOW GRADE"
WOOD POST
3.5"X3.5"X8'
1.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES
SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.
4.HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL
OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED,
REPAIRED, AND STABILIZED TO PREVENT EROSION.
MAINTENANCE
AFTER CONCRETE IS POURED AT A CONSTRUCTION SITE, THE CHUTES OF READY
MIXED CONCRETE TRUCKS AND HOPPERS OF CONCRETE PUMP TRUCKS MUST BE
WASHED OUT TO REMOVE THE REMAINING CONCRETE BEFORE IT HARDENS.
EQUIPMENT SUCH AS WHEELBARROWS AND HAND TOOLS ALSO NEED TO BE WASHED
DOWN. AT THE END OF EACH WORK DAY, THE DRUMS OF CONCRETE TRUCKS MUST BE
WASHED OUT. THIS IS CUSTOMARILY DONE AT THE READY MIXED BATCH PLANTS,
WHICH ARE USUALLY OFF-SITE FACILITIES, HOWEVER LARGE OR RURAL
CONSTRUCTION PROJECTS MAY HAVE ON-SITE BATCH PLANTS. CEMENTITIOUS
(HAVING THE PROPERTIES OF CEMENT) WASHWATER AND SOLIDS ALSO COME FROM
USING SUCH CONSTRUCTION MATERIALS AS MORTAR, PLASTER, STUCCO, AND GROUT.
SIDE VIEW
FRONT VIEW
HARDWARE CLOTH
WIRE FENCE
STEEL FENCE POST
GRADE
NOTE:
BURY WIRE FENCE, HARDWARE CLOTH, AND
SILT FENCE FABRIC 6 INCHES INTO THE
TRENCH
GRADE
18"
SILT FENCE
FABRIC
WIRE FENCE
STEEL FENCE POST SET
MAXIMUM 2 FEET APART
FILTER OF 1 INCH DIAMETER #
57 WASHED STONE
PLAN VIEW
FILTER OF 1 INCH DIAMETER #
57 WASHED STONE
STEEL FENCE POSTSILT FENCE FABRIC
ON WIRE FENCE
HARDWARE
CLOTH ON WIRE
FENCE
HARDWARE CLOTH
NOTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES
FLOW DIRECTION
FL
O
W
FL
O
W
FL
O
W
OVERLAP
12
INCHES
OVERLAP
12
INCHES
8"
NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE
AND THERE IS A LOW AREA. USE AS A REPAIR
OF SILT FENCE FAILURES.
CONSTRUCTION SPECIFICATIONS
1.USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62B.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF
EXPECTED USABLE CONSTRUCTION LIFE AT TEMPERATURE RANGE OF 0 TO 120° F.
2.2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE
THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
3.3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH MINIMUM 14 GAUGE AND A MAXIMUM MESH
SPACING OF 6 INCHES.
MAINTENANCE
1.INSPECT SEDIMENT FENCE 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 IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
4"
3' MIN
COIR MESH OR JUTE, TRENCHED
INTO BOTTOM AND SIDE
4'MAX STAKE TO SUPPORT WIRE
EMERGENCY
SPILLWAY
6" MIN. INVERT ELEVATION OF
EMERGENCY SPILLWAY
SEDIMENT
STORAGE ZONE
DEWATERING
ZONE
INFLOW
STRUCTURE
3 YEARS MAX
3 MINUMUM
24 HOURS
SKIMMER
2 FEET
6:1
2:1
325 SQUARE FEET PER CFS OF Q10 PEAK FLOW
1800 CUBIC FEET PER ACRE OF DISTURBED AREA
10 ACRES
STONE
CROSS-SECTION VIEW
STONE PAD
SUPPORT POST 24" INTO
BOTTOM OR SIDESSUPPORT ROPE TO WIRE
TO PREVENT SAGGING
BAFFLE DETAIL
DESIGN LIFE OF FABRIC
IS 6-12 MONTHS
TETHER
JUTE OR COIR
BAFFLES
DESIGN LIFE:
BAFFLES REQUIRED:
MINIMUM DEWATERING TIME:
DEWATERING MECHANISM:
MINIMUM DEPTH:
MAXIMUM L/W RATIO:
MINIMUM L/W RATIO:
MINIMUM SURFACE AREA
MINIMUM VOLUME:
MAXIMUM DRAINAGE AREA:
PRIMARY SPILLWAY:
DESIGN CRITERIA
1' FREEBOARD EMBANKMENT
FILTER FABRIC
ENERGY
DISSAPATOR
TETHER
SKIMMER
EMERG
E
N
C
Y
9"-16"
STONE W/FABRIC
W/ IMPERMEABLE LINER
STONE ENERGY
DISSIPATOR
CO
M
P
A
C
T
E
D
E
A
R
T
H
E
N
D
A
M
MIN. SIZE 15"CMP
12" SMOOTH WALL
5' CREST
WIDTH
SPILL
W
A
Y
EXTEND BAFFLES UP SIDES AS
TO NOT ALLOW FLOW AROUND
THE ENDS.
SECOND CHAMBER
FIRST CHAMBER
INLET ZONE
* AREA OF BASIN WATER SURFACE AT
TOP OF PRINCIPAL SPILLWAY ELEVATION
AREA*
LAVERAGE
WIDTH W
PROVIDE STABLE TRANSITIONS FROM TEMPORARY DIVERSIONS INTO BASINS.
PROVIDE 25% BAFFLE SPACING WITHIN BASIN.
NOTES:
PIPE OR DITCH
IMPERMEABLE LINER
SKIMMER SEDIMENT BASIN
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST
WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE
THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN
SEDIMENT ACCUMULATES TO ONE-HALF THE
HEIGHT OF THE FIRST BAFFLE. PULL THE
SKIMMER TO ONE SIDE SO THAT THE SEDIMENT
UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE
THE SEDIMENT FROM THE ENTIRE BASIN, NOT
JUST AROUND THE SKIMMER OR THE FIRST CELL.
MAKE SURE VEGETATION GROWING IN THE
BOTTOM OF THE BASIN DOES NOT HOLD DOWN
THE SKIMMER. REPAIR BAFFLES IF THEY ARE
DAMAGED. RE-ANCHOR THE BAFFLES IF WATER
IS FLOWING UNDERNEATH OR AROUND THEM. IF
THE SKIMMER IS CLOGGED WITH TRASH AND
THERE IS WATER IN THE BASIN, USUALLY
JERKING ON THE ROPE WILL MAKE THE SKIMMER
BOB UP AND DOWN AND DISLODGE THE DEBRIS
AND RESTORE FLOW. IF THIS DOES NOT WORK,
PULL THE SKIMMER OVER TO THE SIDE OF THE
BASIN AND REMOVE THE DEBRIS. ALSO CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS
CLOGGED; IF SO REMOVE THE DEBRIS. IF THE
SKIMMER ARM OR BARREL PIPE IS CLOGGED,
THE ORIFICE CAN BE REMOVED AND THE
OBSTRUCTION CLEARED WITH A PLUMBER'S
SNAKE OR BY FLUSHING WITH WATER. BE SURE
AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER. 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, AND INSPECT
THE EMBANKMENT FOR PIPING AND
SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER
DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE
FORMING IN THE BASIN. SOME SPECIAL
PRECAUTIONS SHOULD BE TAKEN IN THE WINTER
TO PREVENT THE SKIMMER FROM PLUGGING
WITH ICE.
SEEDBED PREPARATION
TYPE
TEMPORARY SEEDING SCHEDULE
DATE
AUG 15 - DEC 30 RYE GRAIN 120 LBS/ACRE
PLANTING RATE
SWITCHGRASS 50 LBS/ACRE
APR. 15 - AUG 15 GERMAN MILLET 40 LBS/ACRE
DEC 1 - APR 15
TYPE
PERMANENT SEEDING SCHEDULE FOR COASTAL PLAIN
DATE
APR 15- AUG 15 GERMAN MILLET 10 LBS/ACRE
BROADCAST SEEDING RATES
SPLITBEARD BLUESTEM 15 LBS/ACRE
AUG 15 - APR 15 RYE GRAIN 40 LBS/ACRE
OCT 1 - APR 1
AUG 30 - MAR 15 BIG BLUESTEM 200-250 LBS/ACRE
CONSTRUCTION SPECIFICATIONS
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2.RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH
SOIL (SEE BELOW*).
5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED 4 TO 6 INCHES DEEP.
6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISHED
FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY:
AGRICULTURAL LIMESTONE - 1-1.5 TONS/ACRE ON COURSE TEXTURED SOILS AND 2-3 TONS/ACRE IN
FINE-TEXTURED SOILS.
SOILS WITH PH OF 6 OR HIGHER NEED NOT BE LIMED.
FERTILIZER - 700/1000 LBS/ACRE (10-10-10)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE
N.T.S.N.T.S.
N.T.S.
CONSTRUCTION ENTRANCESILT FENCE STONE OUTLET
STANDARD TEMPORARY DIVERSION DITCHRIP RAP APRON
SKIMMER SEDIMENT BASIN N.T.S.POROUS BAFFLES N.T.S.CONCRETE WASHOUT N.T.S.
N.T.S.
C7.0
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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FRONT VIEW
PERSPECTIVE VIEW
END VIEW
ARM ASSEMBLY
"C" ENCLOSURE
PVC ELBOW
WATER SURFACE
BOTTOM SURFACE
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
PVC TEE
PVC VENT
PIPE
SCHEDULE 40
PVC PIPE
FLEXIBLE
HOSE
PVC END
CAP
PVC PIPE
12" HOLES IN
UNDERSIDE
PVC TEE
PVC END
CAP
WATER ENTRY
UNIT
NOTE: SKIMMER TO BE TETHERED
SEE N.C. DENR EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
16'
4'
0.2'
TYPICAL MAT SECTION
SECTION A-A
NOTE: DIMENSIONS SHOWN ARE TYPICAL.
CONTRACTOR'S SWAMP MATS MAY DIFFER
DIMENSIONALLY FROM WHAT IS SHOWN.0.2'
4"
MAINTENANCE
INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
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.
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.
CONSTRUCTION SPECIFICATIONS
1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER
OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS
AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE
CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0-120 DEGREES F.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LF STEEL WITH A
MINIMUM LENGTH OF 5'. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS
TO FACILITATE FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE
FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6
INCHES.
NATURAL GRADE.
18-24"
8"
24"
EXTEND WIRE TO BOTTOM OF TRENCH
SHEET DRAINAGE ONLY.
MIN 14 GAUGE 6" X 6" WELDED WIRE TIED TO STEEL
POSTS WITH PLASTIC OR WIRE TIES
ULTRAVIOLET RESISTANT
GEOTEXTILE FABRIC AT LEAST
95% BY WEIGHT POLYOLEFINS OR
POLYESTER CONFORMING TO
ASTM D 6461
FABRIC INTO TRENCH 8" MIN DEEP AND 4"
MIN FORWARD BACKFILL TRENCH AND
COMPACT THOROUGHLY
STEEL POSTS, MIN 1.33 LB/LF, MIN 5' LONG
AT 8' O.C. WITH STANDARD STRENGHT
FABRIC WITH WIRE FENCE
NOTE: SILT FENCES SHOULD NOT BE USED AT PIPE
OUTLETS OR IN AREAS OF CONCENTRATED FLOWS
(CREEKS, DITCHLINES, SWALES ETC.).
AREA TO BE
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
#57 WASHED STONE
SEDIMENT STORAGE
(CUT, FILL, ETC.)DISTURBED
5'
FLOW
SECTION VIEW
1'3'
GROUNDNATURAL
CLASS B STONE
2'
FLOW
PERSPECTIVE VIEW
SEDIMENT STORAGE
SECTION THRU BASIN BELOW
FLOW
CLASS 1 RIP RAP SEE
#5 WASHED STONE
RIP RAPPIPE
PIPE INVERT
FLOW
INVERT
FLOW
18" MIN
24"
2 MAX
1
MIN.
HEADWALL
1' THICK X 3' HIGH MIN.
MAINTENANCE NOTES:
1.INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY.
2.REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT HAS ACCUMULATED TO ONE-HALF THE
DESIGN DEPTH OF THE TRAP.
3.CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY.
4.APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
TEMPORARY ROCK PIPE INLET PROTECTION
OVERFLOW
16"
NOTES:
1.PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE
ROW AROUND THE PERIMETER OF THE INLET WITH THE ENDS OF
ADJACENT BLOCKS ABUTTING. THE HEIGHT OF THE BLOCKS SHALL BE
12".
2.WIRE MESH OR HARDWARE CLOTH SHALL BE PLACED OVER THE OUTSIDE
VERTICAL FACE (WEBBING) OF THE BLOCKS, TO PREVENT STONE FROM
BEING WASHED THROUGH THE HOLES IN THE BLOCKS.
3.#57 WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF
THE BLOCK.
4.PLACE 1"x4" BOARDS THROUGH THE HOLES OF CORNER BLOCKS.
MAINTENANCE NOTES:
1.INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
RAINFALL AND MAKE REPAIRS AS NEEDED.
2.REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE
VOLUME FOR SUBSEQUENT RAINS.
3.REPLACE #57 WASHED STONE IF IT BECOMES CLOGGED WITH SEDIMENT
AND DOES NOT DRAIN EFFICIENTLY.
4.APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
CATCH BASIN INLET PROTECTION
TEMPORARY CATCH BASIN INLET PROTECTION HARDWARE CLOTH AND GRAVEL YARD INLET DROP PROTECTION N.T.S.
MAINTENANCE NOTES:
1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY.
2. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
3. CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY.
4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
MAINTENANCE NOTES:
1.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND
REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
2.ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE
DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN
SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.
3.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE
CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD
STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
CONSTRUCTION SPECIFICATIONS:
1.PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION.
2.KEEP THE CENTER STONE SECTION AT LEAST 1 FOOT BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS.
3.EXTEND STONE AT LEAST 1.5 FEET BEYOND BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE
CHECK DAM.
4.SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE
ELEVATION OF THE UPPER DAM.
5.PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6.MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7.ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
ROCK CHECK DAM
INSTALLATION SPECIFICATIONS
(SKIMMER)
1.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.
2.ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
3.LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT
THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND
POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACH A ROPE
TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE
SKIMMER TO THE SIDE FOR MAINTENANCE.
MAINTENANCE SPECIFICATIONS
(SKIMMER)
1.INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT
AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO
ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE
SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE
BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION
GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2.IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY
JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE
DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE
OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO
SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
3.IF THE SKIMMER ARM IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION
CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE
THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
4.FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS
SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
FAIRCLOTH SKIMMER
SILT FENCE N.T.S.N.T.S.N.T.S.
N.T.S.N.T.S.
TIMBER MAT N.T.S.
C7.1
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PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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2'-0"
TYP.
1'
-
9
"
TY
P
.
3-
9
"
TY
P
.
2'-0" R
4'-9"1'-0"
NOTE:
1.ALL TRAFFIC FLOW ARROWS TO BE SOLID YELLOW
REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE.
2.THIS DETAIL ONLY APPLIES TO PRIVATE PROPERTY.
1'-0"
TYP.
1'-0"4'-9"
2'-0" R
RIGHT TURN
LEFT TURN
NOT TO SCALE
TRAFFIC FLOW ARROW DETAIL# CK-115
REVISED: 2020-06-18
COMBINATION CURB AND GUTTER
SECTION A-A
SIDE ELEVATIONFRONT ELEVATION
TRANSVERSE EXPANSION JOINT
NOTES:
1. CONCRETE CURBING SHALL BE 4,000 PSI MINIMUM AND FINISHED WITH A CURING COMPOUND.
2. CONTROL JOINTS SHALL BE SPACED AT 10' INTERVALS. (15' SPACING WILL BE ALLOWED WHEN A
MACHINE IS USED.)
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF
PAVEMENT TO MAKE BOTTOM OF GUTTER CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT.
4. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE
BETWEEN SPOT ELEVATIONS.
A
A
1/2"
6"18"
6"
5"
12
"
7"
24"
6"
6"
12
"
7"
6"
1:1
A.B.C. UNDER STANDARD
CURB & GUTTER
4"
MIN.
1"
6"
18"
6"1"
6"
1"
PAVEMENT DIMENSION(S) ON PLAN
VIEW REFER TO FACE OF CURB
18"
6"
1"
1"
6"
1"
SPILL CURB & GUTTERCOLLECTOR CURB & GUTTER
6"
5"1-1/2"R1-1/2"R
NOT TO SCALE
STANDARD 24" CONCRETE CURB AND GUTTER DETAIL
1/8" RADIUS 3" RADIUS
1/2" RADIUS3" RADIUS
JOINT FILLER
NOTE: MAINTAIN 50' MAX BETWEEN
JOINTS OR AT ALL RIGID OBJECTS.1/8" RADIUS (TYP.)
PAVEMENT DIMENSION(S) ON PLAN
VIEW REFER TO FACE OF CURB
# CK-120
REVISED: 2020-06-18
10' T
A
P
E
R
10' TA
P
E
R
12"
ELEVATION VIEW
PLAN VIEWCONC
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T
E
A
P
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C
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B
A
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)
2'-0''
VARI
E
S
A
A
10'-0"VARIES 10'-0"
10'-0"10'-0"VARIES
B
B
SECTION "A-A"
6"1'-6"
2'-0"
12
"
7"
SECTION "B-B"
6"2'-0"
2'-6"
12
"
7"
2'-6''
NOT TO SCALE
STANDARD CATCH BASIN CURBING TRANSITION (FOR USE WITH 24" CURB & GUTTER)
NOTES:
1. THIS DETAIL ONLY APPLIES TO PRIVATE PROPERTY.
EXPANSION JOINT;
REFER TO DETAIL (TYP.)REFER TO FRAME, GRATE,
AND HOOD DETAILS (TYP.)
EXPANSION JOINT
DEPRESSED
GUTTER LINE
REFER TO FRAME, GRATE,
AND HOOD DETAILS
EXPANSION JOINT
EXPANSION JOINT
2'-0" CURB AND GUTTER;
REFER TO DETAIL
1/8" RADIUS
1/2" RADIUS
3" RADIUS1/8" RADIUS
1/2" RADIUS
3" RADIUS
EXPANSION
JOINT
EXPANSION
JOINT
REFER TO FRAME, GRATE,
AND HOOD DETAILS
2'-0" CURB AND
GUTTER; REFER
TO DETAIL
# CK-125
REVISED: 2020-06-18
NOTE:
1.CONCRETE SIDEWALK SHALL BE 4,000 PSI MINIMUM AND FINISHED WITH CURING COMPOUND. MEDIUM BROOM FINISH.
2.SIDEWALK TO HAVE A SCORED JOINT EVERY 6'. ALSO A 1/2" TRAVERSE EXPANSION EVERY 24', CONNECTION TO ADJACENT SIDEWALK AND OTHER SURFACES.
3.INSTALL 4" OF CRUSHED AGGREGATE UNDER SIDEWALK AT BUILDING. 2" OF CRUSHED AGGREGATE TO BE INSTALLED UNDER SIDEWALK AT ALL OTHER PLACES.
4.A 6" DEPTH IS REQUIRED AT LOCATION OF DRIVEWAY CROSSINGS, AT STREET INTERSECTIONS (ALONG THE LENGTH OF RADIUS CURB RETURNS), AND IN HANDICAP RAMPS.
5.SIDEWALK REINFORCEMENT TO BE USED IN SIDEWALK ADJACENT TO BUILDING. ALL OTHER SIDEWALK TO BE NON REINFORCED SIDEWALK.
6'-0"6'-0"6'-0"6'-0"
2"/4" AGGREGATE BASE
COURSE COMPACTED TO
90% STD. PROCTOR (TYP)
REFER TO CIVIL PLAN FOR
WIDTH AND SLOPE
1/2" R (TYP)
REINFORCEMENT (REFER TO NOTE 5);
WWM 6x6-W1.4xW1.4
2" (TYP.)
4" TYPICAL SIDEWALK THICKNESS
6" THICK MINIMUM FOR SIDEWALK
THAT TRAVERSES COMMERCIAL ACCESS.
B
B
AA
PLAN VIEW
SECTION A-A
SECTION B-B
EX
P
A
N
S
I
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N
J
O
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A
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6' TYP
24' TYP
CO
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R
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L
JO
I
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T
CO
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T
R
O
L
JO
I
N
T
TRANSVERSE EXPANSION JOINT
SIDEWALK SURFACEJOINT FILLER
1/8" RADIUS4"
1/4"
1/2"
NOT TO SCALE
4" CONCRETE SIDEWALK DETAIL
3" (TYP.)
# CK-130
REVISED: 2020-06-18
FINISH GRADE
NOTES:
1. TRANSITION FROM FLUSH CURB TO STANDARD 6" CURB HEIGHT OVER WIDTH OF THE PARKING
STALL OR 10'.
2. REFER TO CURB AND GUTTER DETAIL(S) FOR DIMENSIONS.
SCORE FULL
WIDTH OF CURB
AND GUTTER
BACK OF CURB
EDGE OF PAVEMENT
BA
C
K
O
F
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U
R
B
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G
E
O
F
P
A
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E
M
E
N
T
FACE OF CURB
NOT TO SCALE
CURB TAPER DETAIL
FRONT VIEW
PLAN VIEW
END VIEW
1" RADIUS
2"6"
WIDTH OF PARKING STALL
OR 10' CURB TAPERFULL HEIGHT CURB
# CK-135
REVISED: 2020-06-18
3/8"
NOT TO SCALEEXPANSION JOINT DETAIL
1/2" DIA x 18" SMOOTH DOWEL BARS AT
48" O.C. GREASE SECOND POUR SIDE.
3/8" x 8" BITUMINOUS BLACK
IMPREGNATED FIBER W/
WHITE STRIPPABLE PLASTIC
CAP AS MANUFACTURE BY
SEALTIGHT "SNAP-CAP"
EXPANSION JOINT CAP.
9"9"
NOTES:
1. REFER TO APPLICABLE DETAIL FOR PAVEMENT AND/OR CURB AND GUTTER DESIGN.
2. PROVIDE EXPANSION JOINT WHERE CONCRETE PAVEMENT ABUTS A RIGID STRUCTURE.
T/
2
"
T
1/4" RADIUS; CAULK JOINT W/ MASTERSEAL SL 2
POLYURETHANE SEALANT AS MANUFACTURED
BY BASF. INSTALL IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
# CK-145
REVISED: 2020-06-18
ZIP STRIP. GC TO REMOVE STRIP AND CAULK
AFTER PAVING. NON-SHRINKABLE CAULK TO
COLOR MATCH CONCRETE.
ASPHALT SURFACE;
REFER TO PAVING PLAN AND DETAILCONCRETE PAVEMENT SECTION;
REFER TO PAVING PLAN AND DETAIL
THICKENED EDGE;
REFER TO DETAIL
NOT TO SCALECONCRETE-TO-ASPHALT DETAIL
NOTES:
1. REFER TO APPLICABLE DETAIL FOR PAVEMENT, ABC, AND SUBGRADE DESIGNS.
# CK-150
REVISED: 2020-06-18
T
12" MIN.
2T
1
1
NOT TO SCALE
THICKENED EDGE DETAIL
NOTES:
1. REFER TO APPLICABLE DETAIL FOR CONCRETE, ABC, AND SUBGRADE DESIGNS.
# CK-155
REVISED: 2020-06-18 NOT TO SCALE
AIR AND WATERPAVEMENT MARKING DETAIL
NO PARKING "NO PARKING"
24" YELLOW LETTERS
4" YELLOW LINE BORDER
WITH 4" YELLOW DIAGONALS
@ 2'-6" OC
CURBING
EXISTING
GRASS AREA
10'-0"
8'-0"
45°0'0.00"'
# CK-165
REVISED: 2020-06-18
T
T/
2
"
2"1/4"
NOT TO SCALE
CONTROL JOINT DETAIL
1/4" RADIUS; CAULK JOINT W/ MASTERSEAL SL 2 POLYURETHANE
SEALANT AS MANUFACTURED BY BASF. INSTALL IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS.
NOTES:
1. REFER TO APPLICABLE DETAIL FOR CONCRETE DESIGN.
2. REFER TO "CONCRETE PAVEMENT JOINT DETAIL" AND PAVING PLAN FOR SPACING.
3. SAWCUT JOINTS THE SAME DAY AS THE POUR.
4. WAIT AS LONG AS FEASIBLE TO SEAL JOINTS TO ALLOW CONCRETE SHRINKAGE TO OCCUR. IF REQUIRED,
RE-SAW JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT TO ACHIEVE NECESSARY JOINT WIDTH.
ENSURE JOINT IS CLEAN, DRY, AND SIDES ARE PREPARED PER MANUFACTURER'S RECOMMENDATIONS.
1/8" FIRST SAWCUT
1/4" SECOND SAWCUT (IF REQUIRED)
TOP OF PAVEMENT
T/2 (BUT NOT LESS THAN 1/4")
JOINT SEALANT
(REFER TO
MANUFACTURER'S
RECOMMENDATIONS)
BACKER ROD (REFER TO
MANUFACTURER'S
RECOMMENDATIONS)
T
1/
8
"
REFER TO NOTE 4
FRONT VIEW
DETAIL VIEW
# CK-140
REVISED: 2020-06-18
CONCRETE SLAB
NOT TO SCALE
ADA PARKING STRIPING DETAIL
5'-0"
4" WIDE WHITE
PAINT STRIPING
(TYP.)
4" WIDE WHITE
PAINT STRIPING
(TYP.)
5'-0"
5'
-
0
"
THIS SIDE TOWARD DRIVE AISLE
# CK-110
REVISED: 2020-06-18
BLUE PAINT
BACKGROUND
(TYP.)
NOTE:
1.TO BE PAINTED PER AHJ REQUIREMENTS.
EQ EQ
DIAGONAL 4"
PAINT
STRIPING AT
24" O.C.
ACCESSIBLE PARKING SIGN IN BOLLARD;
REFER TO PLAN FOR LOCATION
4" WIDE PAINT STRIPING (COLOR BLUE)
8'-0"8'-0"
16'-0"
NOTE:
1. 8' ACCESS AISLE REQUIRED.
2. ACCESSIBLE SPACES MUST BE PROMINENTLY
OUTLINED IN COLORS OR LATERALS CONTRASTING
FROM REGULAR PARKING SPACES.
3. INTERNATIONAL ACCESSIBLE SYMBOL REQUIRED
REFER TO DETAIL CK-110 AND CODE
REQUIREMENTS
4. ACCESSIBLE SIGN REQUIRED - MUST NEVER BE
OBSCURED
*2% MAX. SLOPE EACH WAY
NOT TO SCALE
ACCESSIBLE PARKING STALL# CK-105
REVISED: 2020-10-30
0" CURB
BAND;
REFER TO
DETAIL
CK-197
NOT TO SCALE
AIR AND WATER PAD DETAIL
3'
8'
4,000 PSI CONCRETE PAD;
4" THICK W/ 6X6 W1.4XW1.4
W.W.F.
1/2" R (TYP)
2" (TYP.)
A
A
SECTION A-A3" (TYP.)
# CK-160
REVISED: 2020-11-13
C7.2
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PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
RE
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NOTES:
1.PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE SOILS SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2018). PREPARING, GRADING, SHAPING, AND COMPACTION OF AGGREGATE BASE COURSE (CABC) STONE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (2018). PLACEMENT AND COMPACTION OF THE BITUMINOUS CONCRETE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 6, SECTION 600 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (2018). PROPER SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECT PLANS AND
SPECIFICATIONS ARE CRITICAL TO THE PERFORMANCE OF THE CONSTRUCTED PAVEMENT.
2.CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL COST.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE COURSE AND/OR INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS AT NO
ADDITIONAL COST.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE.
5.PER GEOTECH REPORT (NUMBER #22:28078) BY ECS SOUTHEAST, LLP DATED JULY 9, 2019 AND CLIENT PREFERENCES.
S9.5B - SUPERPAVE
SURFACE COURSE
I-19.0B - SUPERPAVE
INTERMEDIATE COURSE
CRUSHED AGGREGATE
BASE COURSE (ABC)
PER 520 NCDOT
STANDARD SPEC.
2.0"N/A
N/A8.0"
LIGHT
DUTY
HEAVY
DUTY
2.5"N/A
CONCRETE (4,000 PSI
W/ MEDIUM BROOM
FINISH)
CRUSHED AGGREGATE
BASE COURSE (ABC)
PER 520 NCDOT
STANDARD SPEC.
8.0" W/ 6X6
W1.4XW1.4
W.W.F.
6.0" W/ 6X6
W1.4XW1.4
W.W.F.
6.0"6.0"
STANDARD
DUTY
HEAVY
DUTY
COMPACTED SUBGRADE TO
98% DRY DENSITY, AASHTO
T-180COMPACTED SUBGRADE TO
98% DRY DENSITY, AASHTO
T-180
4.0" I19.0C
3.0" S9.5C
4.0" B25.0C
NOT TO SCALE
PAVEMENT SECTIONS DETAIL
COMPACTED SUBBASE
NCDOT ASPHALT
NOT TO SCALE
ASPHALT PAVEMENT SECTIONS
NOT TO SCALE
CONCRETE PAVEMENT SECTIONS
NOT TO SCALE
# CK-170
REVISED: 2020-06-18
NOT TO SCALECUSTOMER ONLY SEATING SIGN DETAIL
NOTES:
1.MOUNT SIGNS TO POST WITH GALVANIZED OR CADMIUM PLATED 5/16" DIAMETER STEEL BOLTS, NUTS,
AND WASHERS. PROVIDE AND INSTALL POST, SIGN, AND 5/16" NYLON WASHERS BETWEEN BOLT HEADS
AND SIGN FACE TO PROTECT FINISH.
FINISHED
GRADE
9' LONG 2.375" O.D.
RUST-PROOF
ROUND
GALVANIZED POST
SIGN; REFER TO
PRODUCT
INFORMATION
# CK-199
REVISED: 2020-06-18
DESCRIPTION AND SIZE
ITEM #: C0029-SVD
SIZE: 24" X 30"
MATERIAL: 0.080" ENGINEERING GRADE
REFLECTIVE ALUMINUM
LAMINATE: NONE
MOUNTING HOLES: FOUR 1/4" HOLES
(ONE IN EACH CORNER)
PACKAGING: SOLD INDIVIDUALLY
STOCK HEADERS: C0029-RED BORDER
SIGN LAYOUT: SIGN WITH TEXT ONLY
ANTI-GRAFFITI OVERLAMINATE: NONE
MOUNTING OPTIONS: FOUR 1/4" HOLES
(ONE IN EACH CORNER)
1. CUSTOM COPY (LARGE COPY):
SEATING FOR CIRCLE K CUSTOMERS
ONLY
2. CUSTOM COPY (SMALLER COPY): NO
SMOKING NO LOITERING
DESIGN ADJUSTMENT: WE WILL ADJUST
YOUR DESIGN FOR BEST APPEARANCE.
SEATING
FOR
CIRCLE K
CUSTOMERS
ONLY
NO SMOKING
NO LOITERING
30"
24"
6'
T
O
T
O
P
O
F
P
O
S
T
36" MINIMUM OR AS
NEEDED PER LOCAL
SOIL TYPES
0'-3"1'-6" MIN.
NOTES:
1.DIMENSIONS AND JOINT PLACEMENTS ARE TYPICAL.
2.REFER TO DEDICATED JOINT DETAILS FOR MORE INFORMATION.
3.REFER TO SITE SPECIFIC CANOPY AND DUMPSTER PLANS TO CONFIRM EXACT DIMENSIONS.
4.REFER TO PAVING PLAN FOR PAD INFORMATION.
5.REFER TO GRADING PLAN FOR ELEVATIONS.
DOUBLE STACKED GAS CANOPY
NOT TO SCALE
CONCRETE PAVEMENT JOINT DETAIL
SINGLE STACKED GAS CANOPY
DIESEL CANOPY
CJ
CJ
CJ
10'
14.0'
14.0'
10'
16.5'15'15'15'15'16.5'
CJ
CJ
CJ
CJ
15.2'14'14'14'
8'
6'
10'
8'
CJ
CJ
CJ
CJ
CJ
CJ
12'9'9'
6'
6'
6'
6'
CJ
REFER TO CONCRETE TO
ASPHALT DETAIL (ALL SIDES)
REFER TO CONCRETE TO
ASPHALT DETAIL (ALL SIDES)
REFER TO CONCRETE TO
ASPHALT DETAIL (ALL SIDES)
14.00'
8'-8"
(TYP.)46.75'
DUMPSTER PAD
CJ
CJ
PARKING SPACES
CJ
CJ
D
D/29' MIN.; 11' MAX
90°0'0.00"
90°0'0.00"
# CK-175
REVISED: 2020-06-18
15'15'15'15'
14'14'14'14'14'15.2'
9'9'9'9'9'9'
90°0'0.00"'
12'
6'-8"
(TYP.)
4'
-
0
"
5'
-
0
"
T
O
B
O
T
T
O
M
O
F
L
O
W
E
S
T
R
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Q
U
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D
SI
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N
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P
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L
O
C
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
12" MIN.
18
"
12"
NOT TO SCALE
BOLLARD MOUNTED ADA SIGN DETAIL
NOTES:
1.ONE REQUIRED AT EACH ACCESSIBLE PARKING SPACE.
2.WHERE ACCESSIBLE SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST
WITH SIGNS MOUNTED ON BOTH SIDES.
3.MOUNT SIGNS TO POST WITH GALVANIZED OR CADMIUM PLATED 5/16" DIAMETER STEEL BOLTS, NUTS,
AND WASHERS. CONTRACTOR SHALL SUPPLY AND INSTALL 5/16" NYLON WASHERS BETWEEN BOLT
HEADS AND SIGN FACE TO PROTECT FINISH.
4.SIGNS SHALL CONFORM TO THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD)" PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) FOR SIZE, COLOR AND
DIMENSIONS.
6"
TOP OF PAVING
REFER TO DEDICATED DETAIL
FOR BOLLARD, SLEEVE, AND
FOOTING REQUIREMENTS.
8' LONG 2.375" O.D. RUST-PROOF
ROUND GALVANIZED POST INSIDE THE STEEL
BOLLARD AND ENCASED WITH CONCRETE
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
REFLECTIVE ALUMINUM LEGEND AND
BORDER - GREEN WHITE SYMBOL ON
BLUE BACKGROUND - WHITE TYPICAL
AT ALL ADA SPACES
# CK-185
REVISED: 2020-06-18
24" DIA.
84
"
M
I
N
I
M
U
M
F
O
R
A
2
5
'
T
A
L
L
LI
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H
T
P
O
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O
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A
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E
E
D
E
D
PE
R
L
O
C
A
L
S
O
I
L
T
Y
P
E
S
FINISH GRADE OR CONCRETE SLAB
AS OCCURS
4000 PSI CONCRETE
LIGHT POLE BASE (REFER TO NOTE 1)
REBAR; REFER TO NOTE 1
CONDUITS
CONDUITS;
24" MINIMUM BURY DEPTH
36
"
M
A
X
I
M
U
M
NOT TO SCALE
LIGHT POLE BASE DETAIL
NOTES:
1. THIS DETAIL SERVES AS A GUIDE ONLY. REFER TO STRUCTURAL PLANS FOR LIGHT POLE FOOTING
REINFORCEMENT DESIGN.
2. REFER TO RESPONSIBILITY MATRIX FOR LIGHT POLE AND ANCHOR BOLT INFORMATION.
3. CONTRACTOR TO RUB BASE SMOOTH ONCE FORM HAS BEEN REMOVED.
4. CONTRACTOR TO USE LEVELING NUTS & GROUT TO LEVEL LIGHTPOLE. POLE TO BE PLUMB AND
TRUE.
3/4" CHAMFER
BEVEL TOP SLIGHTLY IN ALL
DIRECTIONS TO SHED WATER
COMPACTED FILL
#3/0 AWG
IN 1/2" PVC
5/8" x 8' CU
GROUNDING ROD
# CK-190
REVISED: 2020-06-18
# CK-198 BIKE RACK DETAIL (TYPICAL OF 2)
2 1/2" CONT. STEEL PLATE,
PRIMED AND PAINTED,
WELD TO STEEL PIPE.
2" DIA. STEEL PIPE BIKE
RACK, PRIMED AND PAINTED
1/2" EXPANSION
BOLT AT 26" O.C.
4" CONC. PAVING ON 4" A.B.C.
2 1/2" CONT. STEEL PLATE,
PRIMED AND PAINTED, WELD TO
STEEL PIPE.
2" DIA. STEEL PIPE BIKE RACK,
PRIMED AND PAINTED
NOT TO SCALE
1'-8"
2'-2"
2'
-
4
"
REVISED: 2020-06-18
2'-2"
1'
-
8
"
48
"
7'
-
3
"
0'
-
3
"
MI
N
.
12" MIN.
NOTES:
1.4" STEEL BOLLARDS TO BE INSTALLED IN FRONT OF THE STORE WHERE SPECIFIED.
2.6" STEEL BOLLARDS TO BE INSTALLED UNDER GAS CANOPY WHERE SPECIFIED ON THE PETROLEUM
PLANS.
3.4" & 6" STEEL BOLLARDS WILL BE DELIVERED WITH PLASTIC COVER BASED ON NATIONAL ACCOUNT
AGREEMENT, INSTALLED BY GENERAL CONTRACTOR. REFER TO RESPONSIBILITY MATRIX.
4.REFER TO ARCHITECTURAL PLANS FOR BOLLARDS AT DUMPSTER ENCLOSURE.
36
"
M
I
N
I
M
U
M
OR
A
S
N
E
E
D
E
D
P
E
R
LO
C
A
L
S
O
I
L
T
Y
P
E
S
NOT TO SCALE
4" & 6" BOLLARD WITH COVER DETAIL
2,500 PSI CONCRETE
MINIMUM (TYP.)
COMPACTED SUBBASE
TOP OF PAVING
BOLLARD COVER TO BE SET FLUSH
WITH FINISH GRADE; CALC SEAL
BOLLARD OVER BASE (TYP.)
SCH. 40 STEEL PIPE BOLLARD
FILLED WITH 2,500 PSI
CONCRETE. SIZE DEPENDS ON
BOLLARD LOCATION.
RED POST GUARD PLASTIC
SLEEVE PER SPECIFICATIONS;
TO BE INSTALLED OVER STEEL
BOLLARD. PRIMER COAT TO
BE APPLIED TO BOLLARD
PRIOR TO INSTALLING COVER.
# CK-180
REVISED: 2020-11-13
FOAM
WRAP
(TYP.)
4" OR 6" DEPENDING ON BOLLARD
LOCATION.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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A. MAY
B. DOWNS
R. BAKER
09/02/2020
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R
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L
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T
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P
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T
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L
M
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37630.054
CRUSHED STONE
PER LOCAL CODES
45 DEGREE BEND
SIZE OF RISER PIPE PER LOCAL
CODES
4" MIN. 4,000 PSI
CONCRETE COLLAR
HEAVY DUTY COVER W/ LETTERS "C.O." CASTTHREADED PVC CLEAN
OUT PLUG
ADJUSTABLE HEAD
10
"
(M
I
N
.
)
WYE
REFER TO CIVIL PLANS FOR PIPE SIZE, TYPE, AND
ELEVATION
PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
12"12"
NOT TO SCALE
PRIVATE SANITARY SEWER CLEANOUT DETAIL
1" IN GRASSY AREA
0" IN PAVED AREA
NOTES:
1. REFER TO APPLICABLE DETAIL
FOR BACKFILL AND BEDDING
INSTRUCTIONS.
2. FOR PRIVATE PROPERTY ONLY.
FLOW DIRECTION
FINISH GRADE; GRADE
SURFACE AWAY FROM
CLEAN OUT
# CK-205
REVISED: 2020-06-18
FLOW DIRECTION
CRUSHED STONE
PER LOCAL CODES
45 DEGREE BEND
SIZE OF RISER PIPE PER LOCAL
CODES
NEENAH R-6013 THRU R-6099
PER THE SIZE OF PIPE AS SPECIFIED ON CIVIL
PLANS
THREADED PVC CLEAN
OUT PLUG
FINISH GRADE; GRADE
SURFACE AWAY FROM
CLEAN OUT
ADJUSTABLE HEAD
10
"
(M
I
N
.
)
WYE
REFER TO CIVIL PLANS FOR PIPE SIZE, TYPE, AND
ELEVATION
PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
12"12"
NOT TO SCALE
STORM DRAIN CLEANOUT DETAIL
1" IN GRASSY AREA
0" IN PAVED AREA
NOTES:
1. REFER TO APPLICABLE
DETAIL FOR BACKFILL AND
BEDDING INSTRUCTIONS.
6" MIN. 4,000 PSI
CONCRETE COLLAR
INLET PIPE
FROM ROOF
DRAIN
# CK-210
REVISED: 2020-06-18
1:12 SLOPE MAX1:12 SLOPE MAX
NOT TO SCALE
DISPENSER SUMP DETAIL
NOTES:
1. REFER TO PETROLEUM PLANS FOR ADDITIONAL DETAIL ON SUMP AND DISPENSER
ATTACHMENT.
2. REFER TO CONCRETE PAVEMENT JOINT DETAIL.
NATIVE
SOIL
DISPENSER
FLANGE
SLOPE CONCRETE
AWAY FROM SUMPS ON
ALL 4 SIDESFINISH T.O.C. PER
CIVIL GRADES
REFER TO PAVING
PLANS FOR PAD
THICKNESS
1-1/2" HIGHER
MAX THEN T.O.C.
DISPENSER
SUMP
PLAN VIEW
SLOPE CONCRETE AWAY
FROM DISPENSER ON ALL SIDES
ELEVATION VIEW
DISPENSER (TYP.)
CANOPY COLUMN (TYP.)
BOLLARDS (TYP.)
# CK-200
REVISED: 2020-06-18
NOT TO SCALE
IRRIGATION SLEEVING DETAIL
BEDDING AND COMPACTION PER SPECIFICATIONS
NOTE:
1.SLEEVE INSTALLER SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED.
2.SIZE PIPE TO ACCOMODATE IRRIGATION PIPING. 2" MIMIMUM DIAMETER.
3.ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
PVC SCH 80 SLEEVE
CAPPED MARKER PIPE.
PAINTED FLUORESCENT PURPLE
18"
12" MIN.
24" MIN.
12" MIN.
# CK-230
REVISED: 2020-06-18
LATERAL
LINE
LOW-VOLTAGE
WIRING
120 VOLT
WIRING
NOTE:
1.CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO
THE INSTALLATION OF PVC PIPING AND LOW VOLTAGE WIRING.
MAIN
SUPPLY
MAIN SUPPLY, LATERAL, AND
LOW VOLTAGE WIRING
NOT TO SCALE
IRRIGATION TRENCHING DETAIL
MAIN
LINE
LATERAL
12"
TUBING OR
WIRING
12"18"12"12"12"
20"
2"2"
TRACKING
WIRE#14-1
(YELLOW)
ALL 120 VOLT
WIRING TO BE
INSTALLED IN
ACCORDANCE
WITH LOCAL
CODE.
ALL MAIN
SUPPLY LINES
TO BE
INSTALLED IN
ACCORDANCE
WITH
MANUFACTURER'S
INSTALLATION
SPECIFICATIONS.
TAPE AND
BUNDLE TUBING
OR WIRING AT 20'
INTERVALS.
TIE A LOOSE 20"
LOOP IN WIRING AT
ALL CHANGES OF
DIRECTION GREATER
THAN 30°. UNTIE ALL
LOOPS AFTER ALL
CONNECTIONS HAVE
BEEN COMPLETED
8"
2"
MINIMUM
# CK-235
REVISED: 2020-06-18NOT TO SCALE
CK-212 BUILDING ROOF DRAIN CONNECTION
NOTES:
1.FOR ADDITIONAL INFORMATION, REFER TO ARCHITECTURAL, PLUMBING, AND STRUCTURAL PLANS
FINISHED GRADE
ROOF DRAIN LEADER;
REFER TO PLUMBING
PLANS FOR SIZE
ROOF DRAIN; REFER TO
CIVIL PLANS FOR SIZE
AND DEPTH
CONCRETE STEM WALL
AND FOOTING; REFER TO
STRUCTURAL PLANS
CONCRETE SLAB ON GRADE
REVISED: 2020-06-18
BUILDING; REFER TO
ARCHITECTURAL PLANS
BUILDING
EXTERIOR
BUILDING
INTERIOR
NOT TO SCALE
HOT BOX DETAIL
NOTES:
1.PROVIDE AN ABOVE GROUND HEATED HUBBELL FLIP-TOP FIBERGLASS HOT BOX ENCLOSURE, HB MODEL, HF
PART NUMBER, COLOR = WHITE (SAIL).
2.SIZE EACH ENCLOSURE TO ACCOMODATE INDIVIDUAL APPLICATION.
3.USE AN ALTERNATE ENCLOSURE ONLY IF REQUIRED BY JURISDICTION AND APPROVED BY CONSTRUCTION
MANAGER.
4.SLAB SIZE SHALL BE 9" LARGER THAN ENCLOSURE EXTERIOR DIMENSIONS AND 4" THICK MINIMUM.
5.ENCLOSURE SHALL BE ASSEMBLED PER THE MANUFACTURERS INSTRUCTIONS.
YACHT QUALITY
EXTERIOR;
HINGED LID
CONTINUOUS
HINGE ON REAR
LID SEAM
LOCKABLE HASP
AND STABLE FLANGE
DRAINPORT (TYP)
FIBERGLASS FLIP TOP ENCLOSURE
SINGLE ANCHOR DETAIL
LARGE FLIP TOPS WILL GET
DOUBLE ANCHOR (NOT SHOWN)
WEDGE ANCHOR W/
FLAT WASHER & NUT
INTERIOR ANCHOR
SLOTS ALLOW FOR
VERTICAL ADJUSTMENTS
INSULATION
NYLOCK NUT
HOT BOX CATALOG NUMBER
TYPE STYLE WIDTH LENGTH HEIGHT COLOR
OPTIONS LIGHTS FANS ALARMS
H-HEATED F-FLIP TOP FIBERGLASS ***W-WHITE (SAIL)N/A N/A N/A
* GC TO SIZE; REFER TO NOTE 2
# CK-240
REVISED: 2020-06-18
NOTES:
1.REFER TO DEDICATED DETAILS FOR BOLLARDS, BOLLARD MOUNTED ADA SIGNS, AND ADA STRIPING.
2.REFER TO SITE PLAN FOR STRIPING DIMENSIONS.
3.CENTER BOLLARDS ON ADA STRIPING.
# CK-197
NOT TO SCALECONCRETE BAND AND BOLLARD SPACING DETAIL
COLORED SCORED CONCRETE
TRUNCATED DOME AND DETECTABLE WARNING SURFACE
PLAN VIEW
INTERIOR FILLED JOINT DETAIL
SECTION A
A
PAINTED YELLOW CONFIRMING TO
FS 33538 AND ADA REQUIREMENTS
TAPERED EDGES
WHERE EXPOSED
18" x 18"
SCORE LINE
PROVIDE COLORED CONCRETE WITH
1/4" WIDE x 3/4" DEEP SCORED GRID PATTERN
AT 18" CENTER INGREE/EGRESS POINT AND
PEDESTRIAN WALKWAYS (CLIFFSIDE BROWN
#6804 BY: DAVIS COLORS OR SIMILAR).
FULL DEPTH SEMI-RIGID
JOINT FILLER OVERFILL
AND SHAVE FLUSH
SCRIBE LINE
C-STORE
FRONT ENTRANCE
COLORED BAND TO BE DRILLED AND
DOWELED INTO SIDEWALK AND
PARKING STALL CONCRETE. DOWELS
STAGGERED AT 4'-0" INTERVALS
COLORED CONCRETE TO
COMPLIMENT EXTERIOR ELEVATION
COLOR. (TBD BY OWNER)
DETECTABLE
WARNING
SURFACEACCESS AISLE
0" FLUSH
CURB
BOLLARD; REFER
TO DETAIL CK-180
ACCESSIBILITY
PARKING SIGN; REFER
TO DETAIL CK-185
2'-6"
0.65"
APART
0.2"
HEIGHT
WIDTH PER PLAN VIEW
W
18"
18"2'-6"
1.6"-2.4" APART 50%-65% OF THE BASE DIAMETER AT TOP
0.9-1.4" AT BASE
REFER
TO PLANS
2'-6"2'-0"5'-0" (TYP.)
BOLLARD AND
CONTROL
JOINT SPACING
REVISED: 2020-06-18
D
NOT TO SCALE
DOWNSPOUT TO DAYLIGHT DETAIL
ROOF DRAIN;
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RIP RAP PAD PER
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# CK-215
REVISED: 2020-06-18
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
RE
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12
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LANDSCAPE EDGE
EXISTING GRADE OR GRADE OF
PLANTING AREA
PLANTING OR
MULCHED AREA
LAWN AREA OR
PAVEMENT
NOTE:
USE TRENCH EDGER AT ALL
EDGES OF BEDLINES TO
CONTAIN MULCH.
NOTE:
METAL LANDSCAPE EDGE
BY: COL-MET
COLOR: GREEN
TYPE: 1014-6 (14GA)
3"1"
4"
4 TRENCH EDGER DETAIL
NOT TO SCALE
NOTE:
1.REFER TO LANDSCAPE PLAN FOR GROUNDCOVER AND PLANT MATERIAL INFORMATION.
2.REFER TO TREE AND SHRUB DETAILS FOR ADDITIONAL SPECIFICATIONS.
TOP TO BE
FLUSH WITH
BACK OF CURB
2" MIN. OF GROUNDCOVER.
REFER TO CIVIL PLANS
FOR MATERIAL
CURB & GUTTER;
REFER TO DETAIL
REFER TO CIVIL PLANS
FOR DIMENSION
6 LANDSCAPE ISLAND DETAIL
NOT TO SCALE
EARTH
PREPARED SOIL
6"
1 1
2"SOD AS SPECIFIED
UNDISTURBED SUBGRADE
PAVEMENT
SOIL & ROOT LAYER TO BE
LEVEL WITH TOP OF PAVEMENT
6" OF EXISTING SOIL THOROUGHLY
MIXED W/ 4" DEPTH OF TOPSOIL
ROLL SOD & WATER THOROUGHLY
1/2" EDGER TO BE SMOOTH CLEAN
& PARALLEL TO PAVEMENT
5 SOD DETAIL
NOT TO SCALE
3 EVERGREEN TREE - STAKING SPECIFIED
NOT TO SCALE
NOTE: STAKE EVERGREENS 6' OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
PRUNE CODOMINATE LEADERS
RUBBER HOSE
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
2"X2" HARDWOOD STAKE
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN 18" OUT
FROM TRUNK AND OUTSIDE OF ROOTBALL
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP 13 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
4" X 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH
WITH MULCH
2-3" MULCH LAYER, MULCH TO EDGE
OF DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
6" SAUCER
3 X ROOTBALL
DIAMETER
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
2 DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
PLAN VIEW
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS-BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP 13 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
4" x 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH WITH MULCH
1" COMPOST LAYER
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
3-2"x2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
ROOT BALL
3 X ROOTBALL
DIAMETER
B&B CONTAINER
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP 13 OF BALL
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL 2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW-RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES
OF PIT
1 SHRUB DETAIL
NOT TO SCALE
4.25'
3'
3'
6'3'
MULCH BED (TYP.)
SEE PLANTING SCHEDULE (TYP.)
MID COLUMN LOCATION (TYP.)
5 MID SIGN PLANTING DETAIL
NOT TO SCALE
C7.8
NO
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A. MAY
B. DOWNS
R. BAKER
09/02/2020
CI
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37630.054
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
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|
b
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Ja
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY, CAPE FEAR
PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
RE
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