ILM Circle K - Proposed Site Plan Set - 9.23.2020CIVIL ENGINEER:
TIMMONS GROUP
5410 TRINITY ROAD
SUITE 102
RALEIGH, NC 27607
PROJECT MANAGER
BRIAN DOWNS
BRIAN.DOWNS@TIMMONS.COM
PH: (919) 866-4504
ENGINEER OF RECORD
RICK BAKER, PE
RICK.BAKER@TIMMONS.COM
PH: (919) 866-4939
WILMINGTON, NORTH CAROLINA 28405
NEW HANOVER COUNTY
DEVELOPER:
CIRCLE K STORES INC
ANDY PRIOLO
1100 SITUS COURT, SUITE #100
RALEIGH, NC 27606
PH: (919) 566-1714
FAX: (919) 777-5139
NEW HANOVER COUNTY
230 GOVERNMENT CENTER DR
WILMINGTON, NC 28403
OWNER:SURVEYOR:
PARAMOUNTE ENGINEERING, INC
TIM CLINKSCALES, P.E., PLS
122 CINEMA DRIVE
WILMINGTON, NC 28403
PH: (910) 791-6707
TCLINKSCALES@PARAMOUNTE-ENG.COM
ARCHITECT:
CIRCLE K - NTI AIRPORT BLVD WILMINGTON - NC.115
CIVIL SITE PLANS:
TBD
VICINITY MAP
NTS
SITE
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B. DOWNS
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09/02/2020
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37630.054
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3
GENERAL NOTES:
1.IT SHALL BE UNLAWFUL FOR ANY PERSON TO MAKE ANY EXCAVATION OR DO ANY OTHER WORK WHICH MAY
CAUSE A DANGEROUS CONDITION IN OR ON ANY STREET, ALLEY, SIDEWALK, PUBLIC WAY OR PUBLIC PLACE
IN THE CITY, UNLESS A WRITTEN PERMIT IS FIRST OBTAINED FROM AN OFFICER OF THE CITY VESTED WITH
AUTHORITY TO GRANT THE SAME. NO PERMIT SHALL BE ISSUED IN ANY CASE WHERE A BOND IS REQUIRED,
UNTIL A BOND SHALL HAVE BEEN EXECUTED.
2.ALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITE CONDITIONS PRIOR
TO BIDDING OR CONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTOR AND HIS SUBCONTRACTORS ARE
CONFIRMING THAT THEY HAVE VISITED THE SITE AND HAVE INCLUDED IN THEIR BID ANY ADDITIONAL ITEMS
OF CONSTRUCTION THAT MAY BE REQUIRED DUE TO EXISTING SITE CONDITIONS.
3.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).
AIRPORT BLVD
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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SITE PLAN SUMMARY
PROJECT:CIRCLE K - NTI - AIRPORT BLVD WILMINGTON - NC.115
OWNER:NEW HANOVER COUNTY
PROJECT ADDRESS:0 AIRPORT BLVD, WILMINGTON, NC 28405
PID:R04200-001-025-F00
JURISDICTION:NEW HANOVER COUNTY
ZONING:AC (AIRPORT COMMERCE)
EXISTING USE:VACANT
PROPOSED USE:CONVENIENCE STORE W/ GAS SALES
FLOOD ZONE:NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP #3720312900K
(EFFECTIVE 08/28/2018)
PROPOSED TRACT
AREA:2.13 AC (92,834.78 SF)
DISTURBED AREA:10.00 AC (435,600 SF)
EXISTING IMPERVIOUS
SURFACE AREA:91.5 SF (0.10%)
PROPOSED
IMPERVIOUS SURFACE
AREA:
69,896 SF
PROPOSED %
IMPERVIOUS 75%
TYPE OF BUILDING
CONSTRUCTION:CONVENIENCE STORE: V-B (NON-SPRINKLERED)
TYPE OF CANOPY
CONSTRUCTION:II-B
PROPOSED
CONVENIENCE
BUILDING SQUARE
FOOTAGE:
5,200 SF
VEHICLE PARKING
SUMMARY: REQUIRED
CONVENIENCE STORES W/ GAS SALES: 1 SPACE PER 400 SQUARE FEET OF GFA =
5,200 SF / 400 SF = 13 SPACES REQUIRED;
TOTAL = 13 SPACES (1 MUST BE ADA SPACES)
VEHICLE PARKING
SUMMARY: PROVIDED
23 PARKING SPACES
2 ADA SPACES (1 IS VAN ACCESSIBLE)
TOTAL: 25 SPACES
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 EXISTING CONDITIONS PLAN
C1.1 EXISTING CONDITIONS PLAN
C1.2 DEMOLITION PLAN
C1.3 DEMOLITION PLAN
C2.0 SITE LAYOUT PLAN
C2.1 PAVING PLAN
C2.2 VEHICULAR ROUTING PLAN
C3.0 GRADING AND DRAINAGE PLAN
C3.1 GRADING AND DRAINAGE PLAN
C3.2 SPOT GRADING PLAN
C3.3 PRIVATE STREET 1 - PLAN AND PROFILE
C3.4 PRIVATE STREET 2 - PLAN AND PROFILE
C3.5 PHASE IIIA DRY POND - PLAN AND PROFILE
C3.6 PHASE IIIA DRY POND - DETAILS
C3.7 PHASE IIIB DRY POND - PLAN AND PROFILE
C3.8 PHASE IIIB DRY POND - DETAILS
C3.9 SCM DETAILS
C4.0 EROSION CONTROL PLAN - PHASE I
C4.1 EROSION CONTROL PLAN - PHASE I
C4.2 EROSION CONTROL PLAN - PHASE II
C4.3 EROSION CONTROL PLAN - PHASE II
C4.4 NPDES PLAN
C4.5 NPDES PLAN
C4.6 NPDES NOTES AND DETAILS
C5.0 UTILITY PLAN
C5.1 UTILITY PLAN
C5.2 SANITARY SEWER PLAN AND PROFILE
C5.3 WATER MAIN PLAN AND PROFILE
C6.0 LANDSCAPE PLAN
C6.1 LANDSCAPE PLAN
C7.0 NOTES AND DETAILS
C7.1 NOTES AND DETAILS
C7.2 NOTES AND DETAILS
C7.3 NOTES AND DETAILS
C7.4 NOTES AND DETAILS
C7.5 NOTES AND DETAILS
C7.6 NOTES AND DETAILS
C7.7 NOTES AND DETAILS
L1.0 SITE LIGHTING PLAN
L1.1 SITE LIGHTING DETAILS
24" R
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1817
1
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1
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W
W
S
A
N
S
A
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A
N
W
W
W
W
W
W
W
W
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W
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F
M
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F
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W W W W W W W W W
TRAFFIC
SIGNAL
TRAFFIC
CONTROL BOX
EDGE O
F
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A
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N
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EDGE O
F
P
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N
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EDGE OF PAVEME
N
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EDGE
O
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CURB
&
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EDGE
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EDGE
O
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EDGE OF PAVEMENT
POWER VAULT
EL METER BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
SIGNAL
PAR#R04100-006-001-000
CROWN BOX CORP
DB 1222, PG 1530
ZONED-A-I
PAR#R04200-001-025-000
NEW HAN CNTY
DB 817, PG 868 ZONED-AC
O
H
T
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G
G
G
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P
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O
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OH
P
OH
P
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
P
U
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P
U
G
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U
G
P
U
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P
UGP
UG
P
UGP
UGP
UGP
UGP
UGP
UGP
UGP UGP UGP UGP UGP
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT UGT UGT UGT UGT
IRRIGATION WELL
AND CONTROL BOX
WATER VAULT
FENCE
FENCE
TREELINE
TREELINE
T
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DITCH
DITCH
SWALE
SWALE
DITCH
D
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C
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C
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SWAL
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RIM=23.44
EL METER BOX
X
X
X
X
X
X
X
TRAFFIC BOX
AND
FO MARKER
UGT
UG
T
U
G
T
U
G
T
U
G
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U
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INV=16.92
INV=13.97
INV=13.57
INV=16.52
N
2
3
R
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24" RC
P
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GAS L
I
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D
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W
N
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NCDO
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P
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GAS LINE DRAWN FROM
NCDOT PLANS
R
/
W
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(NCD
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SIGN NOLONGER EXIST
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(EXIS
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VARIA
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S
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°
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'
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"
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2
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0
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'
S
2
9
°
2
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'
4
4
"
E
8
6
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3
1
'
S
3
1
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3
1
'
1
9
"
E
7
0
.
0
0
'
S1
5
°
0
5
'
1
3
"
W
85
.
2
1
'
S59°4
2
'
4
6
"
W
273.3
6
'
S80°48'47"W
279.76'
S88°50'44"W
1540.88'
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
12" PVC
12" PVC
CE01
CE02
SURVEY NOTES
1.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.
2.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3.THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
4.BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5.VERTICAL DATUM SHOWN HEREON IS NAVD88.
6.NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3720312900K
(EFFECTIVE 08/28/2018).
7.EXISTING IMPERVIOUS AREA = 0.01 ACRES
8.THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT
ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL
1-800-632-4949.
EXISTING CONDITIONS PLAN KEYNOTES
NUMBER DESCRIPTION
CE01
TEMPORARY BENCHMARK #1
IRON ROD
N = 190,125.11'
E = 2,326,176.26'
ELEV. = 25.38'
CE02
TEMPORARY BENCHMARK #2
IRON ROD
N = 190,169.26'
E = 2,326,612.71'
ELEV. = 24.30'
WETLAND NOTES
1.WETLANDS DELINEATION PER MAP TITLED “WETLANDS LOCATION SURVEY
WILMINGTON INTERNATIONAL AIRPORT 500 +/- ACRE WETLAND DELINEATION”
BY MCKIM & CREED DATED 11-30-2010. USACE JURISDICTIONAL
DETERMINATION LETTER DATED 1/31/2020.
SPRINKLER VALVE
HVAC - HEATING, VENTILATION ANDAIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF TREELINE
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CMF - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF PAVING
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
FUEL LID
CLEAN OUT
WATER METER
ELECTRIC METER
MH WATER
YARD LIGHT
S
W
D
E
T
C
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
BACKFLOW PREVENTERBFP
WATER VAULTVW
TELEPHONE VAULT
WELLW
MONITORING WELL
LSA -LANDSCAPED AREA
MKF - FIBER OPTIC MARKER
SIGP - SIGNAL POLE
TRAFFIC CONTROL BOX
TVP - TELEVISION PEDESTAL
UTILITY VAULT
FES - FLARED END SECTION
MKG - GAS MARKER
PKF - P/K NAIL FOUND
WATER SPIGOT
RSF - RAILROAD SPIKE FOUND
CP - COMPUTED EASEMENT POINT
CSF - COTTON SPINDLE FOUND
POWER VAULT
VU
GAS TEST LOCATION
WF - WETLAND FLAG
TREE
HANDICAP PARKING
STORM INLET
HC
PKS - P/K NAIL SET
AMF - ALUMINUM MONUMENT FOUND
SHRUB, BUSHOR SAPLING
CONC - CONCRETE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
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PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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SCALE 1"=40'
80'40'
32
32
31
31
30
30
30
29
29
2
9
29
28
28
28
28
28
28
28
2
8
27
27 27
27
27
27
27
2
7
2
7
27
27
27
26
26
26
26
26
26
2
6
26
2
6
26
2
6
2
6
2
6
26
26
26 26
26
26
26 26
26
26
2
6
26
2
6
2
5
25
2
5
25
25
25
25
25
2
5
25
2
5
25
25
25
25
25252525
2
5
25 25 25 25 25
25 25
25
25
25
2525
252525
25
2525
25
24
2
4
24
24
24
2424
24 24
24 24 24 24 24
242424
242424
2
4
2
4
24
24
24
24
2
4
2
4
24
24
2
4
24
24
24
24 24
24 24 2
4 24
24
24
2424
242424
24
24
24
24
2424
24242424
24
24
24
24
24
24
24
24
24
24
2424
2
4
24
24
24
23
23 23
2323
23
23
23 23 23 23
23
2
3 23
23
23
2
3
2
3
23
23
2
3
2
3
23
2
3
2
3
2
3
23
23
2
3
23
2323
23
23
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23
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2323
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23
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2
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2
2
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22
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22
2
2
2
2
22
22
22
22
22
22
22
22
22
22
22
22
22
2
2
22
2
2
22
22
22 22
22
22
22
22
2
2
2
2
21
21
2121
21
21
21
2
1
21
2
1
21
2
1
21
2
1
21
21
2
1
2
1
21
2
1
2
1
21
21
21
21
21
21
2
1
2
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21
21
2
1
2
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2
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2020
20
20
20
2
0
2
0
2
0
20
20
20
20
20
20
20
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20
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2
0
20
20
2
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20
20
2
0
2
0
2
0
20
2
0
20
2
0
2
0
20
20
1
9
1
9
1
9
19
19
19
19
19
1
9
1
9
19
19
19
19
19
1
9
1
9
1
9
1
9
1
9
19
19
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
PAVE
M
E
N
T
P
A
V
E
M
E
N
T
POWER VAULT
POWER VAULT
POWER VAULT
GRAV
E
L
GRAVEL
PAVEMENT
CONC.CONC.
ABANDONED
LIFT STATION
ABANDONED
LIFT STATION
POWER VAULT
RIPRAP
WETLANDS
5,968± SQ. FT.
0.14± AC.
PAR#R04200-001-025-000
NEW HAN CNTY
DB 817, PG 868 ZONED-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
FENCE
FENCE
TREELIN
E
TREELIN
E
TR
E
E
L
I
N
E
TREE
L
I
N
E
SW
A
L
E
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
36
"
R
C
P
1
5
"
R
C
P
1
5
"
R
C
P
1
8
"
R
C
P
24" RCP
24
"
R
C
P
X
X
X
X
X
SMH
RIM=23.97
INV(NW)=3.40
INV(SW)=3.34
DI
T
C
H
DI
T
C
H
24" RCP
INV=19.05
DI
RIM=21.77
INV(N)=19.46
INV(S)=19.47
INV=20.30
INV=21.18
DI
RIM=21.59
INV(N)=13.27
INV(S)=13.04
INV=19.14
INV=18.94
INV=16.58
INV=15.90
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
R/W LINE
(NCDOT PROJECT # 4.6030092)
X
X
X
INV=14.72
15" DIP
END UNKNOWN
INV=12.50
DIT
C
H
INTERMITTENT
STREAM
WETLAND
447± SQ. FT.
0.01± AC.
FE
N
C
E
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
1,698± SQ. FT.
0.04± AC.
RELATIVELY PERMANENT
WATER
2,108± SQ. FT.
0.05± AC.
SURVEY NOTES
1.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.
2.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3.THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
4.BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5.VERTICAL DATUM SHOWN HEREON IS NAVD88.
6.NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3720312900K
(EFFECTIVE 08/28/2018).
7.EXISTING IMPERVIOUS AREA = 0.01 ACRES
8.THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT
ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL
1-800-632-4949.
EXISTING CONDITIONS PLAN KEYNOTES
NUMBER DESCRIPTION
CE01
TEMPORARY BENCHMARK #1
IRON ROD
N = 190,125.11'
E = 2,326,176.26'
ELEV. = 25.38'
CE02
TEMPORARY BENCHMARK #2
IRON ROD
N = 190,169.26'
E = 2,326,612.71'
ELEV. = 24.30'
WETLAND NOTES
1.WETLANDS DELINEATION PER MAP TITLED “WETLANDS LOCATION SURVEY
WILMINGTON INTERNATIONAL AIRPORT 500 +/- ACRE WETLAND DELINEATION”
BY MCKIM & CREED DATED 11-30-2010. USACE JURISDICTIONAL
DETERMINATION LETTER DATED 1/31/2020.
SPRINKLER VALVE
HVAC - HEATING, VENTILATION ANDAIR CONDITIONING
LEGEND
GAS VALVE
FENCE
EDGE OF TREELINE
PAINTED WATER LINE
PAINTED TELEPHONE LINE
GUY
CABLE TV PEDESTAL
CMF - CONCRETE MONUMENT
IPS - IRON PIPE SET
IRF - IRON ROD FOUND
IPF - IRON PIPE FOUND
TELEPHONE PEDESTAL
FIRE HYDRANT
LIGHT POLE
POWER POLE
ELECTRIC BOX
PG - PAGE
SF - SQUARE FEET
GV - GAS VALVE
YI - YARD INLET
GI - GRATE INLET
CB - CATCH BASIN
NTS - NOT TO SCALE
R / W - RIGHT-OF-WAY
C / L - CENTERLINE
P / L - PROPERTY LINE
CI - CURB INLET
PB - PLAT BOOK
DB - DEED BOOK
EP - EDGE OF PAVING
X X
OHP
W
UGT
CMP - CORRUGATED METAL PIPE
VCP - VITRIFIED CLAY PIPE
RCP - REINFORCED CONCRETE PIPE
HDPE - HIGH DENSITY POLYETHYLENE PIPE
SPRINKLER HEAD
SIGN
TBC - TOP BACK OF CURB
FLAG POLE
GROUND LAMP
STORM LINE
SANITARY LINESAN
OVERHEAD POWER LINE
DIP - DUCTILE IRON PIPE
MH TELEPHONE
MH SANITARY
MH DRAINAGE
BOLLARD
SPRINKLER BOX
WATER VALVE
FUEL LID
CLEAN OUT
WATER METER
ELECTRIC METER
MH WATER
YARD LIGHT
S
W
D
E
T
C
MH ELECTRIC
PAINTED POWER LINEUGP
PAINTED GAS LINEG
ROOF DRAIN
AC UNIT
MAILBOX
DEED LINE
LINE NOT SURVEYED
BOREHOLE
BACKFLOW PREVENTERBFP
WATER VAULTVW
TELEPHONE VAULT
WELLW
MONITORING WELL
LSA -LANDSCAPED AREA
MKF - FIBER OPTIC MARKER
SIGP - SIGNAL POLE
TRAFFIC CONTROL BOX
TVP - TELEVISION PEDESTAL
UTILITY VAULT
FES - FLARED END SECTION
MKG - GAS MARKER
PKF - P/K NAIL FOUND
WATER SPIGOT
RSF - RAILROAD SPIKE FOUND
CP - COMPUTED EASEMENT POINT
CSF - COTTON SPINDLE FOUND
POWER VAULT
VU
GAS TEST LOCATION
WF - WETLAND FLAG
TREE
HANDICAP PARKING
STORM INLET
HC
PKS - P/K NAIL SET
AMF - ALUMINUM MONUMENT FOUND
SHRUB, BUSHOR SAPLING
CONC - CONCRETE
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
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PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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24" R
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POWER VAULT
EL METER BOX
TRAFFIC
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PAR#R04100-006-001-000
CROWN BOX CORP
DB 1222, PG 1530
ZONED-A-I
PAR#R04200-001-025-000
NEW HAN CNTY
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IRRIGATION WELL
AND CONTROL BOX
WATER VAULT
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SIGN NO
LONGER EXIST
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273.3
6
'
S80°48'47"W
279.76'
S88°50'44"W
1540.88'
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
12" PVC
12" PVC
D01
D01
D01
D01
D01
D02
D02
D02
D02
D02
D02
D01
D02
D01
D02
D02
D02
D02
D02
D01
D01
D02
D02
D03
D01
D01
D02
D01
D02
D03
D03
D06
D05
D05
D01
D02
D02
D01 D07
D07
D02
D01
D01
D01D03
D01
D01
D02
DEMOLITION NOTES
1.ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
2.CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE
ENVIRONMENTAL REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM
DEVELOPER.
3.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS.
4.REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN
PLACE AN APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL
PLAN.
5.REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE. ON-SITE
TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
6.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY
THE OWNER OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING
CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE
TEMPORARY UTILITY SERVICES. (1) NOTIFY OWNER NOT LESS THAN ONE
WEEK IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. (2) DO NOT
PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING OWNER
WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
APPROPRIATE UTILITY PROVIDER.
7.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY
EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE
REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW
NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS
(WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED
OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER
PAVEMENT REPAIR DETAIL.
8.PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
THE OWNER'S FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY ARCHITECT
IMMEDIATELY.
9.SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION.
CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO
DETERMINE UTILITY LOCATIONS AND DEPTHS.
10.THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL
UNDERGROUND UTILITIES.
11.CONTRACTOR TO VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES
PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPAIR AND REPLACE ANY
DAMAGES TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION.
12.CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL
EXISTING UTILITIES AND STRUCTURES REQUIRED TO COMPLETE SITE
CONSTRUCTION, EITHER ONSITE OR IN PUBLIC ROW, IN ACCORDANCE WITH
LOCAL, STATE AND FEDERAL REGULATIONS.
13.WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH
NEW HANOVER COUNTY STANDARDS INCLUDING DISCONNECT FROM THE
MAIN AND REMOVAL OF SERVICES FROM THE RIGHT-OF-WAY.
14.ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE
SHALL BE REMOVED OR ABANDONED IN ACCORDANCE WITH LOCAL, STATE
AND FEDERAL REGULATIONS AT NO CHARGE TO THE OWNER
15.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS
ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
PROPOSED DESIGN.
16.CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATION AND
DEMOLITION WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION
HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITS AS REQUIRED.
17.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL,
STATE, AND OSHA REGULATIONS.
18.EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES
ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES
(WHETHER OR NOT INDICATED TO BE MODIFIED).
19.GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS,
LOCATIONS, LIGHTING ETC. WITH THE DEVELOPER.
20.CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT-OF-WAY.
DEMOLITION KEYNOTES
NUMBER DESCRIPTION
D01 EXISTING FEATURE TO REMAIN.
D02
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL REGULATIONS. CONTRACTOR TO
COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
D03
RELOCATE AND MODIFY EXISTING FEATURE TO REMAIN IN
SERVICE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS. CONTRACTOR TO COORDINATE AS NEEDED WITH
LOCAL MUNICIPALITY, INSPECTORS, AND/OR UTILITY COMPANIES.
D04 EXISTING WETLANDS TO BE REMOVED ONLY AFTER IMPACT IS
FULLY PERMITTED.
D05
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).
D06 CIRCLE K FUNDED CONSTRUCTION WORK
D07 ILM FUNDED CONSTRUCTION WORK
TREE DEMOLITION AREA (INDIVIDUAL TREES DENOTED WITH )
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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09/02/2020
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SCALE 1"=40'
80'40'
32
32
31
31
30
30
30
29
29
2
9
29
28
28
28
28
28
28
28
2
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27
27 27
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2
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19
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1
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18
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18
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8
18
18
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8
18
18
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8
18
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1
8
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8
1
8
1
8
1
8
17
1
7
17
1
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1
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17
17
1
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1
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17
1
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1
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16
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1
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16
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1
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16
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1
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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
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S
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N
SANSANSANSANSANSANSAN
SA
N
SA
N
S
A
N
S
A
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S
A
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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
PAVEMENT
CONC.CONC.
ABANDONED
LIFT STATION
ABANDONED
LIFT STATION
POWER VAULT
RIPRAP
WETLANDS
5,968± SQ. FT.
0.14± AC.
PAR#R04200-001-025-000
NEW HAN CNTY
DB 817, PG 868 ZONED-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
FENCE
FENCE
TREELIN
E
TREELIN
E
TR
E
E
L
I
N
E
TREE
L
I
N
E
SW
A
L
E
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
36
"
R
C
P
1
5
"
R
C
P
1
5
"
R
C
P
1
8
"
R
C
P
24" RCP
24
"
R
C
P
X
X
X
X
X
SMH
RIM=23.97
INV(NW)=3.40
INV(SW)=3.34
DI
T
C
H
DI
T
C
H
24" RCP
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=19.14
INV=18.94
INV=16.58
INV=15.90
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
R/W LINE
(NCDOT PROJECT # 4.6030092)
X
X
X
INV=14.72
15" DIP
END UNKNOWN
INV=12.50
DIT
C
H
INTERMITTENT
STREAM
WETLAND
447± SQ. FT.
0.01± AC.
FE
N
C
E
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
1,698± SQ. FT.
0.04± AC.
RELATIVELY PERMANENT
WATER
2,108± SQ. FT.
0.05± AC.
D01
D02
D02
D01
D01
D01
D02
D04
D03
D07
D07
D04
D02
D01
D02
D01
DEMOLITION NOTES
1.ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
2.CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE
ENVIRONMENTAL REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM
DEVELOPER.
3.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS.
4.REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN
PLACE AN APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL
PLAN.
5.REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE. ON-SITE
TEMPORARY STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
6.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY
THE OWNER OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING
CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE
TEMPORARY UTILITY SERVICES. (1) NOTIFY OWNER NOT LESS THAN ONE
WEEK IN ADVANCE OF PROPOSED UTILITY INTERRUPTIONS. (2) DO NOT
PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING OWNER
WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
APPROPRIATE UTILITY PROVIDER.
7.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO
PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY
EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE
REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED TO ALLOW
NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE
SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING CONDITIONS
(WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED
OTHERWISE. TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER
PAVEMENT REPAIR DETAIL.
8.PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF
THE OWNER'S FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY ARCHITECT
IMMEDIATELY.
9.SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION.
CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO
DETERMINE UTILITY LOCATIONS AND DEPTHS.
10.THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL
UNDERGROUND UTILITIES.
11.CONTRACTOR TO VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES
PRIOR TO COMMENCEMENT OF CONSTRUCTION. REPAIR AND REPLACE ANY
DAMAGES TO EXISTING UTILITIES RESULTING FROM CONSTRUCTION.
12.CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL
EXISTING UTILITIES AND STRUCTURES REQUIRED TO COMPLETE SITE
CONSTRUCTION, EITHER ONSITE OR IN PUBLIC ROW, IN ACCORDANCE WITH
LOCAL, STATE AND FEDERAL REGULATIONS.
13.WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH
NEW HANOVER COUNTY STANDARDS INCLUDING DISCONNECT FROM THE
MAIN AND REMOVAL OF SERVICES FROM THE RIGHT-OF-WAY.
14.ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE
SHALL BE REMOVED OR ABANDONED IN ACCORDANCE WITH LOCAL, STATE
AND FEDERAL REGULATIONS AT NO CHARGE TO THE OWNER
15.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE
REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF UNKNOWN ELEMENTS
ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE
PROPOSED DESIGN.
16.CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATION AND
DEMOLITION WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION
HAVING AUTHORITY AND SHALL OBTAIN ANY PERMITS AS REQUIRED.
17.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL,
STATE, AND OSHA REGULATIONS.
18.EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES
ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERLY WITH THE PROPOSED FINISHED GRADES
(WHETHER OR NOT INDICATED TO BE MODIFIED).
19.GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS,
LOCATIONS, LIGHTING ETC. WITH THE DEVELOPER.
20.CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO
BEGINNING ANY WORK WITHIN PUBLIC RIGHT-OF-WAY.
DEMOLITION KEYNOTES
NUMBER DESCRIPTION
D01 EXISTING FEATURE TO REMAIN.
D02
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL REGULATIONS. CONTRACTOR TO
COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
D03
RELOCATE AND MODIFY EXISTING FEATURE TO REMAIN IN
SERVICE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS. CONTRACTOR TO COORDINATE AS NEEDED WITH
LOCAL MUNICIPALITY, INSPECTORS, AND/OR UTILITY COMPANIES.
D04 EXISTING WETLANDS TO BE REMOVED ONLY AFTER IMPACT IS
FULLY PERMITTED.
D05
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).
D06 CIRCLE K FUNDED CONSTRUCTION WORK
D07 ILM FUNDED CONSTRUCTION WORK
TREE DEMOLITION AREA (INDIVIDUAL TREES DENOTED WITH )
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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SCALE 1"=40'
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4
6
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273.3
6
'
S80°48'47"W
279.76'
S88°50'44"W
1540.88'
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
37'
9.5'
18'
9.5'
35'
37'
36'
30'
100'
BAY
TAPER
100' FULL STORAGE
8'
9.5'8'6'
14'
11.67'
18'12'
12'
12'
12'
12'
12'
6'
40'
N60°3
9
'
1
6
"
E
335.1
2
'
N37°37'39"W
26.59'
R=165.50'
L=109.21'
N0°10'52"E
62.72'
R=134.50'
L=30.56'
N
1
2
°
5
0
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2
1
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W
35
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8
1
'
S80°48'47"W
66.75'
S59°4
2
'
4
6
"
W
322.8
6
'
PROP. 12'
EX. 12'
EX. 12'
PROP. 12'
EX. 12'
EX. 12'
100' BAY
TAPER
100' FULL
STORAGE
EX. 12'
12'
12'
N 23RD ST - POSTED SPEED LIMIT: 45 MPH
AIRPORT BLVD - POSTED SPEED LIMIT: 45 MPH
3' (TYP.)
75'
3'
75'
(TYP.)
28'
24'
12'
8'
4'
59.86'
59.86'
10' PARKING
SETBACK
37.5' MAX. WIDTH
STREET YARD
10' LANDSCAPE BUFFER
AND PARKING SETBACK
80' AIRPORT FRONT
SETBACK
50' FRONT
SETBACK
60' AIRPORT
FRONT SETBACK
50' FRONT SETBACK
10' PARKING SETBACK
10' PARKING SETBACK
12.5' MIN. WIDTH
STREET YARD
S66
S67
R30'
R10'
R15'
R50'
R30'
R30'
R20'
R3'
R15'
R3'
R15'
R150'
R350'
R143'
R15'
R30'
R30'
R30'
R30'
R30'
8.5'
2'
R157'
6.95'
30'
26.54'
4'
(TYP.)
2'
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CS10
T2
TA
TE
TA
TA
UC
UC
UC
UB
UB
UE
TE
TD
TI
TO
TN
TE
TA
UA
TA TD
UA
CS01
CS02
CS05
CS07
CS11
CS12
CS13CS18
CS20
CS24
CS25
CS27
CS28
CS29
CS32
CS32
CS33
CS36
CS36
CS38
S65
S53
S71
T2
CS21
CS56
S01
S01
S28
S34
S35
S35
S41
S44
S44
S44
S44
S62
S61
S63
S64
S64
CS10
S68
S68
S69
S70
S70
CS14CS16
CS17
S02
S35
CS58
CS24
CS33
CS23
CS33
UC
UB
S69
S02
S02
S71
T2
S60
S71
T2
S69
TD
TD
S72
25'
TE
R50'
R55'
R100'
R50'
CS34
CS34
TRAFFIC CONTROL KEYNOTES
Symbol Description Material Linear Length
Adjustment
T2 WHITE STOPBAR (24", 120 MIL); REFER TO NCDOT
STANDARD DETAIL 1205.01.Thermo 1
TA WHITE EDGELINE (4", 90 MIL); REFER TO NCDOT STANDARD
DETAIL 1205.01.Thermo 1
TD 3 FT. - 9 FT./SP WHITE MINISKIP (4", 120 MIL); REFER TO
NCDOT STANDARD DETAIL 1205.01.Thermo 0.25
TE WHITE SOLID LANE LINE (4", 120 MIL); REFER TO NCDOT
STANDARD DETAIL 1205.01.Thermo 1
TI YELLOW DOUBLE CENTER (4", 120 MIL); REFER TO NCDOT
STANDARD DETAIL 1205.01.Thermo 2
TN WHITE GORELINE (8", 90 MIL); REFER TO NCDOT STANDARD
DETAIL 1205.01 AND 1205.09.Thermo 1
TO WHITE DIAGONAL (8", 90 MIL); REFER TO NCDOT STANDARD
DETAIL 1205.01 AND 1205.09.Thermo 1
UA LEFT TURN ARROW (90 MIL); REFER TO NCDOT STANDARD
DETAIL 1205.08.Thermo 1
UB RIGHT TURN ARROW (90 MIL); REFER TO NCDOT
STANDARD DETAIL 1205.08.Thermo 1
UC STRAIGHT ARROW (90 MIL); REFER TO NCDOT STANDARD
DETAIL 1205.08.Thermo 1
UE COMBO. RIGHT/STRAIGHT ARROW (90 MIL); REFER TO
NCDOT STANDARD DETAIL 1205.08.Thermo 1
SITE LAYOUT KEYNOTES
NUMBER DESCRIPTION
CS01 C-STORE BUILDING, REFER TO ARCHITECTURAL AND MEP PLANS
BY OTHERS.
CS02 DUMPSTER ENCLOSURE AND BOLLARDS; REFER TO
ARCHITECTURAL PLANS BY OTHERS.
CS05 GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS.
CS07 UST TANKS AND PAD; REFER TO FUELING PLANS BY OTHERS
FOR PAD SIZING AND PAVING DESIGN.
CS10
PYLON SIGN; FURNISHED AND INSTALLED BY OTHERS. VERIFY
EXACT LOCATION AND DESIGN BEFORE ROUGH-IN. PERMITTED
BY OTHERS.
CS11 AIR AND WATER MACHINE; PROVIDE 3'x6' CONCRETE PAD. REFER
TO DETAIL CK-160.
CS12 AIR AND WATER MACHINE PAVEMENT MARKING; REFER TO
DETAIL CK-165.
CS13
TRANSFORMER PAD; GC TO COORDINATE LOCATION WITH
LOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE
PROPOSED TRANSFORMER PAD LOCATION.
CS14 ROOF LADDER PAD; 4'X6' STANDARD DUTY CONCRETE IF
LOCATED IN LANDSCAPE AREA.
CS16 CO2 TANK AND STORAGE CABINET; 4'x4' STANDARD DUTY
CONCRETE PAD IF LOCATED IN LANDSCAPE AREA.
CS17 BUILDING SERVICE ENTRANCE SECTION; 3.5'x7' STANDARD DUTY
CONCRETE PAD IF LOCATED IN LANDSCAPE AREA.
CS18 OUTDOOR SEATING; REFER TO PLAN FOR DIMENSIONS.
CS20 THREE SEAT ROUND OUTDOOR SEATING TABLE; REFER TO
DETAIL CK-195 (TYP.). REFER TO PLAN FOR COUNT.
CS21 CUSTOMER ONLY SEATING SIGN; REFER TO DETAIL CK-199.
CS23 BICYCLE RACK; REFER TO DETAIL CK-198 OR LOCAL
REQUIREMENT.
CS24
4" BOLLARD AND COVER, REFER TO DETAIL CK-180 AND CK-197
(TYP.). CENTER ON ADA STRIPING. 5' ON CENTER SPACING.
REFER TO PLAN FOR COUNT.
CS25 4" BOLLARD AND COVER, REFER TO DETAIL CK-180 AND FUELING
PLANS FOR LOCATION AND COUNT (TYP.).
CS27
ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
CODES) R7-8A (MUTCD) MOUNTED IN A BOLLARD; REFER TO
DETAIL CK-185.
CS28
VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
REQUIREMENTS) R7-8A (MUTCD) MOUNTED IN A BOLLARD;
REFER TO DETAIL CK-185.
CS29
ADA ACCESSIBLE PARKING SPACE, AISLE, AND SYMBOL
STRIPING; REFER TO DETAIL CK-105 AND CK-110. PER ADA AND
LOCAL CODES.
CS32 24" CURB & GUTTER; REFER TO DETAIL CK-120 AND CK-125.
CS33 30" WIDE CONCRETE COLOR BAND FLUSH CURB; REFER TO
DETAIL CK-197.
CS34 LIGHT POLE BASE (TYPICAL - PER LIGHTING PLAN); REFER TO
DETAIL CK-190 AND ARCHITECTURAL PLANS BY OTHERS.
CS36 DIRECTIONAL TRAFFIC ARROW (PER LOCAL CODES); REFER TO
DETAIL CK-115 (TYP.).
CS38 EXISTING SIGNALIZED INTERSECTION
CS56 DOG WASTE STATION; TO BE PROVIDED BY AND INSTALLED BY
CIRCLE K.
CS58 MPD; REFER TO DETAIL CK-200 (TYP.).
S01 RIGHT-OF-WAY (TYP.)
S02 LEASE BOUNDARY (TYP.)
S28 EXISTING ROAD CENTERLINE
S34 RIGHT IN / RIGHT OUT DRIVEWAY
S35 ROAD WIDENING FOR RIGHT TURN LANE
S41 PARKING STALL STRIPING PER LOCAL CODES (TYP.)
S44 10' X 70' SIGHT DISTANCE TRIANGLE (TYP.)
S53 "RIGHT TURN ONLY" SIGN; R3-5 (MUTCD)
S60 PROPOSED CENTERLINE; TO BE DESIGNED BY OTHERS
S61 PROPOSED ROAD BARRICADE
S62 1' 6" NCDOT MOUNTABLE CURB
S63 4' WIDE, 5" HIGH CONCRETE MONOLITHIC ISLAND PER NCDOT
STD 852.01
S64 MUTCD R4-7 MEDIAN SIGN
S65 TRAFFIC SIGNAL MODIFICATIONS. REFER TO TRAFFIC SIGNAL
PLANS.
S66 30' WIDE CFPUA SANITARY SEWER EASEMENT
S67 20' WIDE CFPUA WATER EASEMENT
S68
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).
S69 CIRCLE K FUNDED CONSTRUCTION WORK
S70 ILM FUNDED CONSTRUCTION WORK
S71 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR
S72 VARIABLE WIDTH SCM ACCESS EASEMENT
CS02
CS03
CS04
CS05
CS06
CS07
CS11
CS12
CS13
CS14A
CS15
CS16
CS17
CS18
CS19
CS20
CS21
CS22
CS25
CS26
CS23
CS27
CS28
CS50
CS51
CS48
CS49
CS24
CS29
CS30
CS31
CS32
CS33
CS34
CS35
CS36
CS37
CS38
CS39
CS40
CS41
CS42
CS43
CS44
CS45
CS46
CS47
S41
S42
S43
S44
S45
S46
S47
S48
S49
S50
S51
S52
S53
S54
S55
S56
S57
S58
S59
S60
S61
S62
S63
S64
S65
S66
S67
S68
S69
S70
S71
S72
S73
S74
S75
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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5
WI
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W
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-
NO
R
T
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A
R
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L
I
N
A
37630.054
NA
D
8
3
0
SCALE 1"=40'
80'40'
SITE LAYOUT NOTES
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY
AND NCDOT STANDARDS AND SPECIFICATIONS.
2.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVING, BUILDING WALL
FACE OR PROPERTY LINE UNLESS OTHERWISE NOTED.
3.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES AND GRADES
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF
ANY EXISTING DISCREPANCIES PRIOR TO COMMENCING ANY RELATED
CONSTRUCTION.
4.AT LEAST 72 HOURS PRIOR TO CONSTRUCTION OR EXCAVATION THE
CONTRACTOR SHALL NOTIFY "NORTH CAROLINA ONE CALL" (811) OR
(1-800-632-4949) TO HAVE EXISTING UTILITIES LOCATED.
5.PARKING SPACES ARE 9.5' WIDE X 18' LONG MINIMUM EXCEPT HANDICAP
SPACES WHICH ARE 8.0' WIDE MINIMUM WITH 8.0' VAN ACCESS AND 5.0'
STANDARD ACCESS AISLES.
6.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF THE BUILDING.
7.CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DIMENSIONAL
CONFLICTS PRIOR TO THE BEGINNING OF CONSTRUCTION.
8.ALL CURB AND GUTTER ONSITE SHALL BE 24" WIDE.
9.ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE REPLACED PER NEW
HANOVER COUNTY OR NCDOT STANDARDS AND SPECIFICATIONS.
10.ALL DRIVEWAY DESIGN AND CONSTRUCTION MUST COMPLY WITH NEW
HANOVER COUNTY SPECIFICATIONS. DRIVEWAYS SHALL BE PERMITTED
SEPARATELY.
11.NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE,
FOLIAGE, BERMING, PARKED VEHICLES OR SIGN BETWEEN THE HEIGHTS OF
TWENTY-FOUR (24) INCHES AND EIGHT (8) FEET ABOVE THE CURB LINE
ELEVATION, OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS, SHALL
BE PLACED WITHIN A SIGHT TRIANGLE OF A PUBLIC STREET, PRIVATE STREET
OR DRIVEWAY CONTAINED EITHER ON THE PROPERTY OR ON AN ADJOINING
PROPERTY.
CURB
&
G
U
T
T
E
R
CURB
&
G
U
T
T
E
R
EDGE
O
F
P
A
V
E
M
E
N
T
EDGE
O
F
P
A
V
E
M
E
N
T
N
2
3
R
D
S
T
R
E
E
T
(
S
R
-
1
3
0
2
)
1
0
0
'
R
/
W
(
P
U
B
L
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C
)
AIRPO
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(EXI
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W
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R
O
A
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)
VARI
A
B
L
E
W
I
D
T
H
R
O
W
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
NTI-F
S
-
P
R
O
T
O
T
Y
P
E
-
5200
S
Q
.
F
T
.
-
0
6
/
0
5
/
2
0
2
0
CK N
A
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PRIV
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(NHC
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A
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R
D
S
)
T
26'
46'
2'
2'
2'
2'
P04
P04
P04
CP20
CP21
CP21
CP21
CP21
CP21
CP21
CP21
P01
P01
P16
P08
CP22
P08
CP22
P08
CP22
P13
P13
P18
P05
P08
CP22
P09
CP22
CP21
P09
CP22
P19
P19
P19
P19
P05
P05
19.5'
19.5'
5.2'
5.5'
(TYP.)
17.6'
20.6'
24.4'
5'
P21
CP23
P13
P19
PAVING KEYNOTES
NUMBER HATCH DESCRIPTION
P01 EXISTING PAVEMENT TO REMAIN UNDISTURBED.
P04 HEAVY DUTY ASPHALT PAVING; REFER TO PAVEMENT
SECTIONS DETAIL.
P05 DOT ASPHALT; REFER TO PAVEMENT SECTIONS DETAIL.
P08 STANDARD DUTY CONCRETE PAVING; REFER TO PAVEMENT
SECTIONS DETAIL.
P09 HEAVY DUTY CONCRETE PAVING; REFER TO PAVEMENT
SECTIONS DETAIL.
P13 CONCRETE SIDEWALK; REFER TO PAVEMENT SECTIONS
DETAIL.
P14 4" GRAVEL
P16 BUILDING PAD; REFER TO ARCHITECTURAL PLANS BY
OTHERS.
P18 TRANSFORMER PAD PER UTILITY PROVIDER
SPECIFICATIONS.
P19 CONCRETE ISLAND PER NCDOT DETAIL 852.01, 852.02, AND
852.10.
P20
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).
P21 CIRCLE K FUNDED CONSTRUCTION WORK
P22 ILM FUNDED CONSTRUCTION WORK
CP20 CONCRETE PAVING OVER UST TANKS. REFER TO FUELING
PLANS BY OTHERS FOR DETAILS.
CP21 THICKENED EDGE; REFER TO DETAIL CK-135 AND CK-150.
CP22 REFER TO CONCRETE PAVEMENT JOINT DETAIL (TYP.);
REFER TO DETAIL CK-175.
CP23 SPECIALTY CONCRETE; REFER TO KEYNOTES ON SITE
LAYOUT PLANNOTE: CURB & GUTTER NOT HATCHED. REFER TO SITE LAYOUT PLAN FOR ADDITIONAL
INFORMATION.
53.23'
12'
P01
P19
P19
P05
P14
P22
P21
P20
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
RE
V
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09
/
2
1
/
2
0
2
0
C2.1
PA
V
I
N
G
P
L
A
N
A. MAY
B. DOWNS
R. BAKER
09/02/2020
CI
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N
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37630.054
NA
D
8
3
0
SCALE 1"=30'
60'30'
GAS UST INSET - SCALE 1" = 20'
PAVING INSET - SCALE 1" = 30'
PAVING INSET - SCALE 1" = 30'
NTI-F
S
-
P
R
O
T
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Y
P
E
-
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S
Q
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6
PRIV
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CURB
&
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CURB
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M
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O
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T
N
2
3
R
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T
(
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0
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(
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(EXI
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W
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)
VARIA
B
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W
I
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R
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W
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
NTI-F
S
-
P
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T
O
T
Y
P
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-
5200
S
Q
.
F
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-
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6
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0
5
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6
PRIV
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(NHC
L
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W
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)
VARIA
B
L
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W
I
D
T
H
R
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W
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
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
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
RE
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09/02/2020
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R
P
O
R
T
B
L
V
D
W
I
L
M
I
N
G
T
O
N
-
N
C
.
1
1
5
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
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R
C
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U
N
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Y
-
NO
R
T
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C
A
R
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L
I
N
A
37630.054
NA
D
8
3
0
SCALE 1"=40'
80'40'
GAS TRUCK ROUTING (WB-50)GARBAGE TRUCK ROUTING
24" R
C
P
28
28
28 28
28
28
28
28
28
27
27
27
27
27
27
27
27
27
27
2727
27
27
27 27 27 27
27
2
6
26
26
2
6
26
2
6
26
26
26
26
26
2
6
26
26
26 26
26
26 26 26
26
26
26
26
26
26
26
26
26
26
26
26 26 26
26
25
25
25 25
2
5
25
25
25
25
25 25 25
25
25
25
25
25
2525
25
2
5
25
25
25
25
25
2525
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
24
24
24
24
24
24
24
24
24
24
2424
24
24
24
24
2
4
24
242424
2
4
24
24
24
2
4
24
24
24
24
24
24
2
4
2
4
2424
24
24
24
24
24
24
24
24
24
2
3
23
2
3
23
2
3
2
3
2
3
2
3
2
3
23
2
3
2
3
2
3
2
3
2
3
23
23 23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
2
3
23
23
2323
23
23
23
23
2323
23
2
3
23
23
23
23
2
3
2
3
23
23
2
2
2
2
22
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2
22
22
22
22
2
2
22
22
22
2
2
2
2
2
2
2
2
2
2
22
2
2
22
22
22
22
22
22
2
2
22
22
22
22
22
2
2
2
2
22
2
2
22
22
22
22
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
21
21
21
2
1
21
21
21
21
21
2
1
2
1
21
21
2
1
2
1
2
1
2
1
2
1
21
21
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
20
20
2
0
20
20
2
0
2
0
2
0
2
0
2
0
2
0
1
9
1
9
1
9
1
9
1
9
1
9
1
9 19
19
1
9
1
9
1
9
1
8
1
8
1
8
1
8
1
8
1817
1
7
1
7
1
7
1
7
1
6
1
6
1
6
1
5
W
W
S
A
N
S
A
N
S
A
N
S
A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
W W W W W W W W W
EDGE OF PAVEM
E
N
T
CURB
&
G
U
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T
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R
CURB
&
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U
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R
EDGE
O
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EDGE OF PAVEMENT
O
H
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G
G
G
G
G
G
G
G
G
G
G
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H
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O
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P
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H
P
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P
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
P
U
G
P
U
G
P
U
G
P
UG
P
UGP
UG
P
UGP
UGP
UGP
UGP
UGP
UGP
UGP UGP UGP UGP UGP
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT UGT UGT UGT UGT
WATER VAULT
DITCH
DI
T
C
H
DIT
C
H
D
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C
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X
X
X
X
X
X
X
UGT
UG
T
U
G
T
U
G
T
U
G
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U
G
T
INV=16.92
INV=13.97
INV=13.57
INV=16.52
N
2
3
R
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S
T
R
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(
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1
3
0
2
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1
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)
24" RC
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NCDO
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NCDOT PLANS
AIRPO
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W
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AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
12" PVC
12" PVC
NTI-F
S
-
P
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-
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1
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20
16 17 18 19
21 22
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17
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2
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2
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23
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17 18 19 21 22 23 2424
1
8
1
5
1
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21
23
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7
28
27 26
28
2
0
2
2
16
24
24
25
25
20
17
18
19
21
22
23
CG01
CG01
CG01
CG06
CG03
G23
G30
G30
G30
G30
G30
G30
G30
G41
G41
G42
G42
G43
G43
G43
G43
G42
EW109
EW108
FE302
EW107
FE301
YI106
JB105
EW104
EW103
EW102
RS101A
EW100
EW101
EW300
2
4
"
R
C
P
24"
R
C
P
24" R
C
P
30"
R
C
P
18"
R
C
P
30" R
C
P
18" RCP
18
"
R
C
P
15" R
C
P
G41 16
25
23
24
25
24
25
2524
2
4
2
6
25
26
CG05
25
23 24
X
X
Y
Y
8
'
'
W
8
'
'
W
8''W
8''W
8''W
8''W
S
S
SA
N
S
SAN
SAN
W
W
W
W
W
G40
CG09
CG01
CG05
FFE=
2
6
.
0
0
'
25
2
6
2
4
26 2
6
2
3
2
2
6" PV
C
6"
P
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C
6" PVC
6" PVC
25
24
20
23
2223 24
G24
G42
G31
G31
G44
G44
G44
22
2021 2021
G31
2
2
22
G30
GRADING AND STORM DRAINAGE NOTES
1.CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (811) AT LEAST 3-12
BUSINESS DAYS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED.
REPORT ANY DISCREPANCIES TO THE ENGINEER.
2.CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES
INVOLVED IN ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE
PEDESTALS, WATER METERS, ETC.).
3.EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES
BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED
TO THE ENGINEER IMMEDIATELY.
4.THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THE
LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE
CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN
THE CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE
ENGINEER. THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY
CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE, SEWER
LINE OR ANY OTHER PROPOSED OR EXISTING STRUCTURE TO THE
ENGINEER.
5.A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY LAND-DISTURBING ACTIVITIES.
6.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE
BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH
FINISHED GRADE.
7.ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY
THE OWNER'S INDEPENDENT TESTING LABORATORY.
8.ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED
OTHERWISE. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD88.
9.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY
WORK, GRADING OR INSTALLATION OF EROSION CONTROL MEASURES.
10.ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE
TO HAVE NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL
SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR THE
LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR
THE WIDTH OF THE SIDEWALK.
11.CONTRACTOR TO IDENTIFY ALL NECESSARY SPILL CURB SECTION
LOCATIONS AND INSTALL TO ENSURE POSITIVE DRAINAGE TO STORM
STRUCTURES.
12.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN
BE FOUND.
13.SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK
POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT
ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE
OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO
CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN
DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED
AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.
14.EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN
UNDISTURBED UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING
AND EXISTING TREES AND SHRUBS TO REMAIN WHICH ARE DAMAGED
DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR USING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
15.THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE. THE
GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES
AFTER EACH RAINFALL EVENT OR AS DIRECTED BY THE EROSION CONTROL
INSPECTOR OR THE ENGINEER.
16.THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED
DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF-SITE STOCKPILES AND/OR WASTE AREAS.
17.ALL CATCH BASINS MUST BE MARKED "DUMP NO WASTE DRAINS TO
STREAM" OR EQUIVALENT.
18.CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER
CONTROL MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY.
COORDINATE WITH ILM CONTACT ON EXACT LOCATION. REFER TO INSET.
GRADING PLAN KEYNOTES
NUMBER DESCRIPTION
CG01 TAPER CURB AND GUTTER TO FULL HEIGHT OVER 10' (TYP.);
REFER TO DETAIL CK-135.
CG03 DAYLIGHT ROOF DRAIN DOWN SPOUTS TO GRADE (TYP.). REFER
TO DETAIL CK-215.
CG05 STORM CLEANOUT; REFER TO DETAIL CK-210. TRAFFIC RATED IF
WITHIN PAVEMENT (TYP.).
CG06 ROOF DRAIN SYSTEM, REFER TO PLAN FOR SIZE AND MATERIAL.
MINIMUM COVER OF 2' AND MINIMUM SLOPE OF 1.00%.
CG09 DAYLIGHT CANOPY DRAINS OUTLET TO GRADE (TYP.)
G23 ADA STALLS (MAX SLOPE 1:50)
G24 SIDEWALK (ADA ACCESS ROUTE MAX CROSS SLOPE 1:50; MAX
LONG. SLOPE 1:20)
G30 MATCH EXISTING PAVEMENT ELEVATION
G31 RIP RAP PAD OVER FILTER FABRIC (REFER TO SIZING CHART)
G32 RISER STRUCTURE
G40 24" CONCRETE FLUME
G41
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).
G42 CIRCLE K FUNDED CONSTRUCTION WORK
G43 ILM FUNDED CONSTRUCTION WORK
G44 VARIABLE WIDTH SCM ACCESS EASEMENT
RIPRAP SIZING CHART
·EW101
CLASS 'B'
12'L X 6'W X 18"D
·EW102
CLASS 'B'
16'L X 6'W X 18"D
·EW104
CLASS 'B'
12'L X 6'W X 18"D
·EW108
CLASS 'A'
6'L X 4.5'W X 12"D
·EW200
CLASS 'B'
18'L X 9'W X 18"D
·EW202, 204, & 206
CLASS 'I'
40'L X 22'W X 24"D
·FE214
CLASS 'A'
6'L X 4.5'W X 12"D
·FE301
CLASS 'A'
6'L X 4.5'W X 12"D
·FE303
CLASS 'A'
8'L X 6'W X 12"D
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED 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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A. MAY
B. DOWNS
R. BAKER
09/02/2020
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37630.054
NA
D
8
3
0
SCALE 1"=40'
80'40'
EXISTING VARIABLE
SUPER ELEVATION
MATCH EXISTING
SUPER ELEVATION
EXISTING ASPHALT
PROPOSED ASPHALT
MILL 1.5" EXISTING ASPHALT.
OVERLAY WITH 1.5" OF SF-9.5A.
N 23RD STREET WIDENING - TYPICAL SECTION (NTS)
3:
1
M
A
X
3:1
M
A
X
VARIES
(2' TYP.)
VARIES 6'6' TYP.
EXISTING VARIABLE
SUPER ELEVATION
EXISTING ASPHALT
AIRPORT BLVD - TYPICAL SECTION X-X (NTS)
EXISTING VARIABLE
SUPER ELEVATION
EXISTING ASPHALTEXISTING GRADE
FINISHED GRADE
4% MIN.4% M
I
N
.
PROPOSED 1'-6" MEDIAN CURB (TYP.)
EXISTING VARIABLE
SUPER ELEVATION
EXISTING ASPHALT
AIRPORT BLVD - TYPICAL SECTION Y-Y (NTS)
EXISTING ASPHALT
EXISTING VARIABLE
SUPER ELEVATION
VARIES 6'
MIN.
6'
MIN.
VARIES (2 FEET ±)
3:1
M
A
X
3:1 MAX
MATCH EXISTING
SUPER ELEVATION (2% MIN.)
PROPOSED
ASPHALT
4%4%
MILL 1.5" EXISTING ASPHALT.
OVERLAY WITH 1.5" OF SF-9.5A.
4%
GRADING AND STORM DRAINAGE NOTES
1.CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (811) AT LEAST 3-12
BUSINESS DAYS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED.
REPORT ANY DISCREPANCIES TO THE ENGINEER.
2.CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES
INVOLVED IN ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE
PEDESTALS, WATER METERS, ETC.).
3.EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES
BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED
TO THE ENGINEER IMMEDIATELY.
4.THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THE
LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE
CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN
THE CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE
ENGINEER. THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY
CONFLICTS BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE, SEWER
LINE OR ANY OTHER PROPOSED OR EXISTING STRUCTURE TO THE
ENGINEER.
5.A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY LAND-DISTURBING ACTIVITIES.
6.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE
BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH
FINISHED GRADE.
7.ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY
THE OWNER'S INDEPENDENT TESTING LABORATORY.
8.ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED
OTHERWISE. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD88.
9.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY
WORK, GRADING OR INSTALLATION OF EROSION CONTROL MEASURES.
10.ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE
TO HAVE NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL
SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR THE
LENGTH OF THE SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR
THE WIDTH OF THE SIDEWALK.
11.CONTRACTOR TO IDENTIFY ALL NECESSARY SPILL CURB SECTION
LOCATIONS AND INSTALL TO ENSURE POSITIVE DRAINAGE TO STORM
STRUCTURES.
12.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN
BE FOUND.
13.SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK
POINTS BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT
ELEVATIONS ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE
OTHER CRITICAL SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO
CONSIDERATION. THE CONTRACTOR SHALL REVIEW THE GRADING PLAN IN
DETAIL AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED
AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.
14.EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN
UNDISTURBED UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING
AND EXISTING TREES AND SHRUBS TO REMAIN WHICH ARE DAMAGED
DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE
CONTRACTOR USING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
15.THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE. THE
GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES
AFTER EACH RAINFALL EVENT OR AS DIRECTED BY THE EROSION CONTROL
INSPECTOR OR THE ENGINEER.
16.THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED
DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR
OFF-SITE STOCKPILES AND/OR WASTE AREAS.
17.ALL CATCH BASINS MUST BE MARKED "DUMP NO WASTE DRAINS TO
STREAM" OR EQUIVALENT.
18.CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER
CONTROL MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY.
COORDINATE WITH ILM CONTACT ON EXACT LOCATION. REFER TO INSET.
GRADING PLAN KEYNOTES
NUMBER DESCRIPTION
CG01 TAPER CURB AND GUTTER TO FULL HEIGHT OVER 10' (TYP.);
REFER TO DETAIL CK-135.
CG03 DAYLIGHT ROOF DRAIN DOWN SPOUTS TO GRADE (TYP.). REFER
TO DETAIL CK-215.
CG05 STORM CLEANOUT; REFER TO DETAIL CK-210. TRAFFIC RATED IF
WITHIN PAVEMENT (TYP.).
CG06 ROOF DRAIN SYSTEM, REFER TO PLAN FOR SIZE AND MATERIAL.
MINIMUM COVER OF 2' AND MINIMUM SLOPE OF 1.00%.
CG09 DAYLIGHT CANOPY DRAINS OUTLET TO GRADE (TYP.)
G23 ADA STALLS (MAX SLOPE 1:50)
G24 SIDEWALK (ADA ACCESS ROUTE MAX CROSS SLOPE 1:50; MAX
LONG. SLOPE 1:20)
G30 MATCH EXISTING PAVEMENT ELEVATION
G31 RIP RAP PAD OVER FILTER FABRIC (REFER TO SIZING CHART)
G32 RISER STRUCTURE
G40 24" CONCRETE FLUME
G41
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).
G42 CIRCLE K FUNDED CONSTRUCTION WORK
G43 ILM FUNDED CONSTRUCTION WORK
G44 VARIABLE WIDTH SCM ACCESS EASEMENT
RIPRAP SIZING CHART
·EW101
CLASS 'B'
12'L X 6'W X 18"D
·EW102
CLASS 'B'
16'L X 6'W X 18"D
·EW104
CLASS 'B'
12'L X 6'W X 18"D
·EW108
CLASS 'A'
6'L X 4.5'W X 12"D
·EW200
CLASS 'B'
18'L X 9'W X 18"D
·EW202, 204, & 206
CLASS 'I'
40'L X 22'W X 24"D
·FE214
CLASS 'A'
6'L X 4.5'W X 12"D
·FE301
CLASS 'A'
6'L X 4.5'W X 12"D
·FE303
CLASS 'A'
8'L X 6'W X 12"D
32
32
31
31
30
30
30
29
29
2
9
29
28
28
28
28
28
28
28
2
8
27
27 27
27
27
27
27
2
7
2
7
27
27
27
26
26
26
26
26
26
2
6
26
2
6
26
2
6
2
6
2
6
26
26
26 26
26
26
26 26
26
26
2
6
26
2
6
2
5
25
2
5
25
25
25
25
25
2
5
25
2
5
25
25
25
25
25252525
2
5
25 25 25 25 25
25 25
25
25
25
2525
252525
25
2525
25
24
2
4
24
24
24
2424
24 24
24 24 24 24 24
242424
242424
24
2
4
2
4
24
24
24
24
2
4
2
4
24
24
2
4
24
24
24
24 24
24 24 2
4 24
24
24
2424
242424
24
24
24
24
24
2424
24242424
24
24
24
24
24
24
24
24
24
24
2424
2
4
24
24
24
23
23 23
2323
23
23
23 23 23 23
23
2
3 23
23
23
2
3
2
3
23
23
2
3
2
3
23
2
3
2
3
2
3
23
23
2
3
23
2323
23
23
23
23
23
2
3
23
23
23
2
3
2323
23
23
23
23
23
2
3
23
23
23
23
23
2
3
23
23
23
23
23
23
23
2
3
2
3
23
23
2
3
22
22
22
22
22
22
22
22
22
2
2
22
22
22
2
2
22
22
22
22
22
2
2
2
2
22
22
22
22
22
22
22
22
22
22
22
22
22
2
2
22
2
2
22
22
22 22
22
22
22
22
2
2
2
2
2
221
21
2121
21
21
21
2
1
21
2
1
21
2
1
21
2
1
21
21
2
1
2
1
21
2
1
2
1
21
21
21
21
21
21
2
1
2
1
21
21
2
1
2
0
2
0
2020
20
20
20
2
0
2
0
2
0
20
20
20
20
20
20
20
2
0
20
2020
2
0
20
20
2
0
20
20
2
0
2
0
2
0
20
2
0
20
2
0
2
0
20
20
1
9
1
9
1
9
19
19
19
19
19
1
9
1
9
19
19
19
19
19
1
9
1
9
1
9
1
9
1
9
19
19
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
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
SA
N
SA
N
36
"
R
C
P
1
5
"
R
C
P
1
5
"
R
C
P
1
8
"
R
C
P
24" RCP
24
"
R
C
P
X
X
X
X
X
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
INV=14.72
15" DIP
END UNKNOWN
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
INTERMITTENT
STREAM BUFFER
RELATIVELY PERMANENT
WATER
2,108± SQ. FT.
0.05± AC.
20
16 17 18 19
20
16 17 18 19 21 22 2323
15
17
20
G43
EW206
EW205
JB201
EW203
RS202B
EW200
42" RCP
30" RCP 30" RC
P
EW204
15
16
17
18
19
1
5
2
0
1
6
1
7
1
8
1
9
21
1
5
2
0
1
6
1
7
1
8
1
9
42" RCP
8''W
8''W
8'
'
W
S
SAN
S
SA
N
S
SA
N
SAN SAN
13
18
18
13
18
14
18
15
15
36"
R
C
P
JB211
42
"
R
C
P
EW210
EW207
30" R
C
P
JB208
3
0
"
R
C
P
EW209
EW212
G44
G44
G44
G44
2223
20
15
20
19
22
2021 2021
2122
2
2
23
21
22
20
30"
R
C
P
YI213
FE214
18" RCP
FE215
22
23
19
2
0
23
20 20
22
19
20
22
23
22
23
20
20
2
2
21
21
2
0
2
1
22
23
18
20
15
19 2223
19
20
22
20
20
20
15
15
1
4
14 14
15
20
20
20
1313
G31
EW400
STORM STRUCTURE TABLE
STRUCTURE #
EW100
EW101
EW102
EW103
EW104
EW107
EW108
EW109
EW200
EW203
EW204
EW205
EW206
EW207
EW209
EW210
EW212
EW300
EW400
FE214
FE215
FE301
FE302
JB105
JB201
JB208
JB211
RS101A
RS202B
YI106
YI213
TOP
16.38
15.72
18.33
18.43
18.83
23.27
25.38
25.59
16.22
18.34
18.64
18.21
18.51
18.22
21.58
18.76
22.12
-2.91
0.00
20.81
20.96
25.90
25.33
25.60
20.00
23.20
23.00
18.50
18.00
22.08
18.85
DESCRIPTION
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.01 CONCRETE ENDWALL
NCDOT 838.01 CONCRETE ENDWALL
NCDOT 838.01 CONCRETE ENDWALL
NCDOT 838.01 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.01 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.01 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
FLARED END SECTION
FLARED END SECTION
FLARED END SECTION
FLARED END SECTION
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
RISER STRUCTURE; SEE DETAIL
RISER STRUCTURE; SEE DETAIL
NCDOT 840.14 CONCRETE DROP INLET
NCDOT 840.18 CONCRETE DROP INLET
STORM PIPE TABLE
PIPE #
EW-EXPIPE2
EW-EXPIPE1
101A-101
103-102
105-104
106-105
107-106
109-108
201-200
202-201
204-203
206-205
208-207
209-208
211-210
212-211
213-211
215-214
302-301
UPSTREAM
INVERT
14.00
19.96
14.35
16.35
16.93
18.25
21.75
22.71
12.89
13.05
14.55
14.55
15.08
19.20
15.04
18.70
15.60
19.15
23.52
DOWNSTREAM
INVERT
13.97
19.92
14.20
16.00
16.50
17.31
19.07
22.51
12.80
12.93
14.25
14.25
14.80
18.90
14.80
18.20
15.24
19.01
23.20
SLOPE
0.47%
0.48%
0.32%
0.82%
1.00%
1.00%
3.00%
0.30%
0.30%
0.30%
1.00%
1.00%
1.00%
0.54%
1.00%
0.87%
0.50%
0.30%
0.35%
LENGTH
7.42 LF
8.00 LF
46.59 LF
42.86 LF
42.75 LF
93.60 LF
89.24 LF
68.21 LF
30.00 LF
39.27 LF
30.00 LF
30.00 LF
27.64 LF
55.37 LF
23.73 LF
57.63 LF
71.34 LF
47.43 LF
92.29 LF
DESCRIPTION
24 inch RCP
24 inch RCP
18 inch RCP
30 inch RCP
30 inch RCP
24 inch RCP
15 inch RCP
18 inch Class IV RCP
30 inch RCP
30 inch RCP
42 inch RCP
42 inch RCP
30 inch RCP
30 inch RCP
42 inch RCP
36 inch RCP
30 inch RCP
18 inch RCP
18 inch Class IV RCP
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
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I
O
N
D
E
S
C
R
I
P
T
I
O
N
YO
U
R
V
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S
I
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N
A
C
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I
E
V
E
D
T
H
R
O
U
G
H
O
U
R
S
.
Th
e
s
e
p
l
a
n
s
a
n
d
a
s
s
o
c
i
a
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o
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a
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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
V
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P
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F
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A
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V
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W
09
/
1
1
/
2
0
2
0
NE
W
H
A
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R
C
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N
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M
W
A
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B
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L
09
/
2
1
/
2
0
2
0
C3.1
GR
A
D
I
N
G
A
N
D
D
R
A
I
N
A
G
E
P
L
A
N
A. MAY
B. DOWNS
R. BAKER
09/02/2020
CI
R
C
L
E
K
-
N
T
I
A
I
R
P
O
R
T
B
L
V
D
W
I
L
M
I
N
G
T
O
N
-
N
C
.
1
1
5
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
37630.054
NA
D
8
3
0
SCALE 1"=40'
80'40'
NOTES:
1.TOP REFERS TO:
1.1.CATCH BASIN: TOP OF CURB
1.2.YARD INLET: SILL
2.SD* - SEE RISER DETAIL
PROJECT
SITE
STOCKPILE
SITE
STOCKPILE SITE LOCATION INSET - NOT TO SCALE
24" R
C
P
28
28
28 28
28
28
28
28
28
27
27
27
27
27
27
27
27
27
27
2727
27
27
27 27 27 27
27
2
6
26
26
2
6
26
2
6
26
26
26
26
26
2
6
26
26
26 26
26
26 26 26
26
26
26
26
26
26
26
26
26
26
26
26 26 26
26
25
25
25 25
2
5
25
25
25
25
25 25 25
25
25
25
25
25
2525
25
2
5
25
25
25
25
25
2525
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
25
24
24
24
24
24
24
24
24
24
24
2424
24
24
24
24
2
4
24
242424
2
4
24
24
24
2
4
24
24
24
24
24
24
2
4
2
4
2424
24
24
24
24
24
24
24
24
24
2
3
23
2
3
23
2
3
2
3
2
3
2
3
2
3
23
2
3
2
3
2
3
2
3
2
3
23
23 23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
23
2
3
23
23
2323
23
23
23
23
2323
23
2
3
23
23
23
23
2
3
2
3
23
23
2
2
2
2
22
22
2
2
2
2
2
2
2
2
2
2
2
2
2
2
22
22
22
22
2
2
22
22
22
2
2
2
2
2
2
2
2
2
2
22
2
2
22
22
22
22
22
22
2
2
22
22
22
22
22
2
2
2
2
22
2
2
22
22
22
22
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
2
1
21
2
1
21
21
21
2
1
21
21
21
21
21
2
1
2
1
21
21
2
1
2
1
2
1
2
1
2
1
21
21
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
2
0
20
20
2
0
20
20
2
0
2
0
2
0
2
0
2
0
2
0
1
9
1
9
1
9
1
9
1
9
1
9
1
9 19
19
1
9
1
9
1
9
1
8
1
8
1
8
1
8
1
8
1817
1
7
1
7
1
7
1
7
1
6
1
6
1
6
1
5
W
W
S
A
N
S
A
N
S
A
N
S
A
N
W
W
W
W
W
W
W
W
W
W
W
W
W
W
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
W W W W W W W W W
EDGE OF PAVEM
E
N
T
CURB
&
G
U
T
T
E
R
CURB
&
G
U
T
T
E
R
EDGE
O
F
P
A
V
E
M
E
N
T
EDGE
O
F
P
A
V
E
M
E
N
T
EDGE OF PAVEMENT
O
H
T
O
H
T
O
H
T
O
H
T
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
P
U
G
P
U
G
P
U
G
P
UG
P
UGP
UG
P
UGP
UGP
UGP
UGP
UGP
UGP
UGP UGP UGP UGP UGP
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT UGT UGT UGT UGT
WATER VAULT
DITCH
DI
T
C
H
DIT
C
H
D
I
T
C
H
D
I
T
C
H
X
X
X
X
X
X
X
UGT
UG
T
U
G
T
U
G
T
U
G
T
U
G
T
INV=16.92
INV=13.97
INV=13.57
INV=16.52
N
2
3
R
D
S
T
R
E
E
T
(
S
R
-
1
3
0
2
)
1
0
0
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R
/
W
(
P
U
B
L
I
C
)
24" RC
P
G
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
GAS LINE DRAWN FROM
NCDOT PLANS
AIRPO
R
T
B
O
U
L
E
V
A
R
D
(EXI
S
T
I
N
G
N
E
W
H
A
N
O
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R
C
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N
T
Y
R
O
A
D
)
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
NTI-F
S
-
P
R
O
T
O
T
Y
P
E
-
5200
S
Q
.
F
T
.
-
0
6
/
0
5
/
2
0
2
0
CK N
A
T
I
O
N
A
L
U
P
D
A
T
E
PRIV
A
T
E
S
T
R
E
E
T
(NHC
L
O
C
A
L
S
T
A
N
D
A
R
D
S
)
T
8
'
'
W
8
'
'
W
8''W
8''W
8''W
8''W
S
S
SA
N
S
SAN
SAN
W
W
W
W
W
TC
24.23'
TC
26.53'
TC
26.77'
FC
26.37'
FC
25.86'
FC
25.86'
FC
25.86'
FC
25.88'
TC
25.34'
TC
26.29'
TC
26.50'
TC
26.53'
TC
26.56'
TC
26.35'
TC
26.24'
PVMT
26.05'
PVMT
25.97'
PVMT
24.89'
PVMT
25.23'
TC
26.27'
TC
26.27'
TC
25.93'
TC
26.08'
TC
25.99'
TC
25.47'
TC
26.77'GND
25.68'
GND
25.68'
FC
25.86'
FC
25.86'
GND
25.99'
TC
24.79'
PVMT
27.92' ± (ME)
PVMT
28.17'
PVMT
27.67'
PVMT
27.79'
PVMT
28.03' ± (ME)
PVMT
22.36' ± (ME)
PVMT
21.94'
PVMT
22.15'
PVMT
27.96'
PVMT
27.75' ± (ME)
PVMT
27.77' ± (ME)
PVMT
28.08' ± (ME)
PVMT
28.27' ± (ME)
PVMT
22.10' ± (ME)
PVMT
22.21' ± (ME)
PVMT
22.79' ± (ME)
PVMT
22.72'
PVMT
23.19' ± (ME)
PVMT
23.26'
PVMT
23.56' ± (ME)
PVMT
23.75'
PVMT
23.76' ± (ME)
PVMT
24.06'
PVMT
24.00'
PVMT
23.46' ± (ME)
PVMT
23.45'
PVMT
22.94' ± (ME)
PVMT
22.92' ± (ME)
PVMT
23.49'
PVMT
23.75'
PVMT
23.31' ± (ME)
PVMT
23.49' ± (ME)
TC
26.75' ± (ME)
TC
26.76' ± (ME)
TC
27.55'
TC
27.90'
TC
27.74'
PVMT
27.89' ± (ME)
PVMT
28.16' ± (ME)
15
1
9
23
2
0
2
3
2
0
2
3
2
1
1
8
2
0
2
0
2
2
2
3
2
0
2
2
2
3
2
4
28
28
26
27
28
2
3
2
3
25
23
24
2
4
24
25
25
25
2
4 24
2
6
2
6 2
6
2324
23
24
24
25
17
18
1920
171819
21
22
23
24
2
0
1
7
1
8
1
9
21
20
201717
18 18
19
19 21 22 23 24
20 192122
2
5
24
PVMT
24.60'
G41
G42
G43
G43
TC
23.94'TC
23.97'
PVMT
25.73'
PVMT
24.77'
FC
25.88'TC
26.03'
2
5
2
4
2
3
2
3
2
5
2
5
2
4 2
5
2
6
24
25
24 23
25
26
26
25
1
7
2
0
1
7
2
0
2
2
1
9
1
6
202021
24
2
3
2
3
22
GND
25.95'GND
25.89'
PVMT
26.91' ± (ME)
PVMT
26.16' ± (ME)
PVMT
26.36'
PVMT
24.59'
PVMT
24.59'
PVMT
21.98'
22
25
2
5
2
5
25
2
5
24 GND
24.50'
GND
24.38'
GND
25.47'
GND
25.59'
GND
25.48'
GND
25.34'GND
25.20'
GND
25.06'
GND
24.92'
GND
24.78'
GND
24.64'
GND
24.50'
GND
24.92'
GND
25.04'
2
5
24
24
25
GRADING PLAN KEYNOTES
NUMBER DESCRIPTION
G41
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).
G42 CIRCLE K FUNDED CONSTRUCTION WORK
G43 ILM FUNDED CONSTRUCTION WORK
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
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6
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4
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|
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b
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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
V
I
S
I
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P
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R
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F
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U
A
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W
09
/
1
1
/
2
0
2
0
NE
W
H
A
N
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V
E
R
C
O
U
N
T
Y
S
T
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W
A
T
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R
S
U
B
M
I
T
T
A
L
09
/
2
1
/
2
0
2
0
C3.2
SP
O
T
G
R
A
D
I
N
G
P
L
A
N
A. MAY
B. DOWNS
R. BAKER
09/02/2020
CI
R
C
L
E
K
-
N
T
I
A
I
R
P
O
R
T
B
L
V
D
W
I
L
M
I
N
G
T
O
N
-
N
C
.
1
1
5
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
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C
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T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
37630.054
NA
D
8
3
0
SCALE 1"=40'
80'40'
SPOT ELEVATION LEGEND
TC = TOP OF CURB
ME = MATCH EXISTING
GND = GROUND
SWK = SIDEWALK
TW = TOP OF WALL
BW = BOTTOM OF WALL
HP = HIGH POINT
FC = FLUSH CURB
EP = EDGE OF PAVEMENT
PVMT = PAVEMENT
GAS CANOPY SPOT GRADE INSET - SCALE 1" = 30'
2
6
26
2
5
25
25
2
5
25
25
25
2
5
25
25
25
25
24
24
24
24
24
24
24
2424
24
24
2
4
2
3
23
2
3
2
3
23
23
23
23
23
23
2
3
2
3
22
2
2
2
2
2
2
2
2
22
22
22
22
22
22
22
21
2
1
21
2
1
21
21
21
21
2
0
2
0
20
2
0
20
20
1
9
19
19
19
1
8
1
8
18
17
1
7
1
6
15
SA
N
SA
N
W
W
W
W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
G
G
G
G
G
W
W
W
W
UG
P
UG
P
UG
T
UG
T
8''
W
8
'
'
W
8'
'
W
SAN
S
S
S
A
N
S
A
N
SAN WWW
W
W
PRIVATE STREET
(NHC LOCAL STANDARDS)
10+00 11+00 12+00 13+00 14+00 14+48.33
A
A
G41
G42
G43
G42 20
20
17
1718
18
19
19
21
21
22
22
23
23
24
20
20
1
6
16
17
17
18
18
19
19
21
22
25
25
23
23
24
24
2
5
2
5
25
2
2
2
2
23
23
2
3
2
3
24
24
2
4
2
4
STREET-EW
10
15
20
25
30
10
15
20
25
30
22
.
2
23
.
2
2
1
.
7
22
.
4
2
2
.
8
2
3
.
3
2
3
.
5
24
.
0
2
4
.
3
2
4
.
5
2
4
.
1
2
5
.
1
2
5
.
1
2
5
.
1
2
5
.
8
2
5
.
8
2
5
.
9
2
5
.
7
2
5
.
7
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+48.33
23
.
1
7
23
.
5
8
23
.
9
0
24
.
1
2
24
.
3
1
24
.
5
0
24
.
6
9
24
.
8
8
25
.
0
7
25
.
2
6
25
.
4
5
25
.
6
4
25
.
7
9
25
.
6
8
25
.
3
1
24
.
9
0
24
.
8
5
24
.
6
7
50' VC
K = 55.97
A.D. = -0.89%
PVI ELEV = 23.87
PVI STA = 10+67.37
HIGH PT STA = 10+92.37
HIGH POINT ELEV = 24.06
BV
C
S
=
1
0
+
4
2
.
3
7
BV
C
E
=
2
3
.
4
6
EV
C
S
=
1
0
+
9
2
.
3
7
EV
C
E
=
2
4
.
0
6
50' VC
K = 20.76
A.D. = -2.41%
PVI ELEV = 25.92
PVI STA = 13+37.85
HIGH PT STA = 13+28.57
HIGH POINT ELEV = 25.79
BV
C
S
=
1
3
+
1
2
.
8
5
BV
C
E
=
2
5
.
7
3
EV
C
S
=
1
3
+
6
2
.
8
5
EV
C
E
=
2
5
.
5
1
1.65%
0.76%-1.65%
2.00%
PV
I
S
T
A
=
1
0
+
2
4
.
8
6
PV
I
E
L
E
V
=
2
3
.
1
7
PV
I
S
T
A
=
1
4
+
1
4
.
9
6
PV
I
E
L
E
V
=
2
4
.
6
5
PV
I
S
T
A
=
1
4
+
2
7
.
9
3
PV
I
E
L
E
V
=
2
4
.
9
1
EXISTING GRADE
FINISHED GRADE
EXISTING GAS LINE.
DEPTH UNKNOWN.
EXISTING SANITARY SEWER.
DEPTH UNKNOWN.
EXISTING FORCE MAIN.
DEPTH UNKNOWN.
EXISTING FORCE MAIN.
DEPTH UNKNOWN.
EXISTING FORCE MAIN.
DEPTH UNKNOWN.
24 inch RCP
PROPOSED 8" PVC
WATER MAIN
GRADING PLAN KEYNOTES
NUMBER DESCRIPTION
G41
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).
G42 CIRCLE K FUNDED CONSTRUCTION WORK
G43 ILM FUNDED CONSTRUCTION WORK
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
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|
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b
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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
V
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S
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R
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F
P
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A
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09
/
1
1
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2
0
2
0
NE
W
H
A
N
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C
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N
T
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S
T
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M
W
A
T
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B
M
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T
T
A
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09
/
2
1
/
2
0
2
0
C3.3
PR
I
V
A
T
E
S
T
R
E
E
T
1
-
P
L
A
N
A
N
D
P
R
O
F
I
L
E
A. MAY
B. DOWNS
R. BAKER
09/02/2020
CI
R
C
L
E
K
-
N
T
I
A
I
R
P
O
R
T
B
L
V
D
W
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L
M
I
N
G
T
O
N
-
N
C
.
1
1
5
WI
L
M
I
N
G
T
O
N
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NO
R
T
H
C
A
R
O
L
I
N
A
37630.054
NA
D
8
3
0
SCALE 1"=30'
60'30'
PRIVATE STREET 1 - PLAN VIEW
PRIVATE STREET 1 - PROFILE VIEW
PROFILE SCALE
0
0
30
3
12'12'2'
24' E-E
℄
2%2%
PRIVATE STREET 1
CROSS SECTION A-A
2'
28
27
27
27
27
27
27
27
26
26
2
6
26
2
6
2626
26
26
26
2
6
2
6
26
26
26
26
26
25
25
2
5
25
2
5
2
5
2
5
2
5
2
5
25
25
2
5
2
5
25
25
25
25
25
2
4
24
2
4
2
4
2
4
24
2
4
2
4
2
4
2
4
24
23
2
3
2
3
2
3
2
3
2
3
2
3
W
W
W
W
W
UG
P
UG
P
UG
P
UG
P
UG
T
UG
T
UG
T
UG
T
UG
T
D
I
T
C
H
G
G
G
G
G
G
12
"
P
V
C
8''W
8''W
8''W
8''W
8''W
8''W
SA
N
S
S
SAN
SAN
SA
N
W
10+00
11+00
12+
0
0
13+00
14+00
15
+
0
0
B
B
G41
G42
G43
G43
21
22
23
24
25
25
25
22
22
23
23
23
23
24
24
24
24
25
25
2323
24
24
25
26
2427
25
2
4
26
26
26
27
28
STREET-NS
10
15
20
25
30
2
7
.
7
2
6
.
6
2
4
.
6
2
6
.
3
2
5
.
9
2
5
.
7
2
5
.
6
2
5
.
6
2
5
.
5
2
5
.
4
2
5
.
2
2
5
.
1
2
5
.
3
2
5
.
7
2
5
.
5
2
5
.
4
2
5
.
5
2
5
.
9
2
5
.
8
2
5
.
4
2
4
.
9
2
4
.
0
2
3
.
8
2
3
.
4
2
3
.
3
2
4
.
0
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
26
.
6
0
26
.
2
8
26
.
0
8
25
.
9
8
25
.
8
9
25
.
8
1
25
.
7
2
25
.
6
3
25
.
5
5
25
.
4
6
25
.
3
7
25
.
2
9
25
.
2
0
25
.
1
1
25
.
0
3
24
.
9
4
24
.
8
6
24
.
7
7
24
.
6
8
24
.
6
0
24
.
5
1
24
.
4
2
24
.
3
4
24
.
2
5
24
.
1
7
50' VC
K = 53.84
A.D. = 0.93%
PVI ELEV = 26.11
PVI STA = 10+61.93
LOW POINT STA = 10+86.93
LOW POINT ELEV = 26.02
BV
C
S
=
1
0
+
3
6
.
9
3
BV
C
E
=
2
6
.
4
3
EV
C
S
=
1
0
+
8
6
.
9
3
EV
C
E
=
2
6
.
0
2
-1.27%
-2.41%
-0.35%
PV
I
S
T
A
=
1
0
+
1
3
.
3
4
PV
I
E
L
E
V
=
2
6
.
8
8
PV
I
S
T
A
=
1
0
+
2
6
.
8
2
PV
I
E
L
E
V
=
2
6
.
5
6
EXISTING GRADE
EXISTING 12" WATER MAIN.
DEPTH UNKNOWN.
EXISTING GAS LINE.
DEPTH UNKNOWN.
EXISTING UNDERGROUND POWER.
DEPTH UNKNOWN.
EXISTING UNDERGROUND TELEPHONE.
DEPTH UNKNOWN.
MH
0
7
ST
A
1
3
+
5
5
.
8
7
TO
P
2
5
.
0
7
IN
V
I
N
1
8
.
9
9
(
C
O
0
1
-
M
H
0
7
)
IN
V
O
U
T
1
8
.
9
9
(
M
H
0
7
-
M
H
0
6
)
ROAD VERTICAL
DESIGN BY OTHERS
GC TO TIE TO EXISTING
12" WATER MAIN;
DEPTH UNKNOWN
PROPOSED 8" GATE VALVE
PROPOSED 2" DOMESTIC AND
IRRIGATION SERVICE CONNECTION
PROPOSED 6" FIRE HYDRANT SERVICE
PROPOSED 8" PVC WATER MAIN
PROPOSED FIRE
HYDRANT ASSEMBLY
FINISHED
GRADE
3' MIN. COVER
PROPOSED FIRE
HYDRANT ASSEMBLY
MH
0
6
ST
A
1
5
+
1
2
.
4
2
TO
P
2
5
.
3
3
IN
V
I
N
1
8
.
1
0
(
M
H
0
7
-
M
H
0
6
)
IN
V
I
N
1
8
.
1
7
(
C
O
1
0
-
M
H
0
6
)
IN
V
O
U
T
1
8
.
0
0
(
M
H
0
6
-
M
H
0
5
)
18 inch Class IV RCP
12" MIN. COVER
PROPOSED 8" PVC
SEWER MAIN
GRADING PLAN KEYNOTES
NUMBER DESCRIPTION
G41
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).
G42 CIRCLE K FUNDED CONSTRUCTION WORK
G43 ILM FUNDED CONSTRUCTION WORK
JOB NO.
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SCALE
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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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NA
D
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3
0
SCALE 1"=30'
60'30'
PRIVATE STREET 2 - PLAN VIEW
PRIVATE STREET 2 - PROFILE VIEW
PROFILE SCALE
0
0
30
3
12'2'
24' E-E
℄
2%
PRIVATE STREET 2
CROSS SECTION B-B
2'
2%
12'
2
6
26
25
25
2
5
24
24
24
24
24
24
23
23
2
3
2
3
23
2
3
23
23 23
23
23
2
3
2
3
2
3
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23
2
3 22
22
22
2
2
2
2
2
2
2
2
2
2
22
22
22
2
2
22
22
22
22
22
22
22
22
2
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2
1
21
2
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21
21
2
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21
21
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21
20
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20
20
20
20
2
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19
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1
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1
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1
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1
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1
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FM
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FM
FM
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FM
FM
FM
FM
FM
FM
FM
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W
W
W
W
W
PRIVATE STREET
(NHC LOCAL STANDARDS)
10
+
0
0
1
0
+
5
0
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+
0
0
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+
5
0
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+
0
0
12+50
13+00 13+50 14+00 14+50 14+84.44
20
20
17
1718
18
19
19
21
21
22
22
23
23
24
20
171819
21
JB105EW104
EW103
EW102
RS101A
EW101
24
"
R
C
P
30" RCP
18" RCP
30" RCP
2
0
20
20
16
16
1
7
17
17
1
8
18
18
19
1
9
19
21
21
2
1
2
2
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2
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20
20
20
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17
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17
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18
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18
19
1
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19
19
21
22
23
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20
22
24 25
1
5
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20
19
19
1
%
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1%
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1%
MIN.
1%
MIN.
1%
MIN.
20
.
5
'
20
.
5
'
20
.
5
'
EW100
10
15
20
25
30
10
15
20
25
30
PROP GRADE 3:1 (GRASS) (TYP)
(SEE BERM EMBANKMENT AND SOIL
COMPACTION SPECIFICATIONS)
TOP OF
BERM
(GRASS) -
10' WIDE
RISER 101A
(SEE DETAIL)
FINISHED
GRADE
EXISTING GRADE
WATER QUALITY
WSE = 17.70'OUTLET TO VEGETATIVE
FILTER STRIP SWALE
CONCRETE PLUNGE POOL
(SEE DETAIL)
RIP RAP OVER FILTER
FABRIC; SEE LOW FLOW
CHANNEL CROSS SECTION
8" CLAY LINER
EXTEND CLAY LINER TO
SPILLWAY AT ELEV. 19.00'
AROUND ENTIRE POND
SEDIMENT DEPTH
INDICATOR(SEE DETAIL)
SHWT = 8" BELOW
EXISTING GRADE
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+90
FILTER DIAPHRAGM
(SEE DETAIL)
JB
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9
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105-104
42.75' OF
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@ 1.00%
O-RING GASKETED
WATER-TIGHT
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1
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4
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2
0
(
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101A-101
46.59' OF
18" RCP
@ 0.32%
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WATER-TIGHT
W/ CONCRETE CRADLE
103-102
42.86' OF
30" RCP
@ 0.82%
O-RING GASKETED
WATER-TIGHT
TRASH RACK
CLASS "B" RIP RAP OVER
FILTER FABRIC.
16'L X 6'W X 18"D
8" CLAY LINER
4" TOP SOIL
CLASS "B" RIP RAP
OVER FILTER FABRIC.
12'L X 6'W X 18"D
CLASS "B" RIP RAP
OVER FILTER FABRIC.
12'L X 6'W X 18"D
WSE
100-YR = 18.94'
25-YR = 18.52'
10-YR = 18.14'
2-YR = 17.76'
1-YR = 17.43'
JOB NO.
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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09/02/2020
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NA
D
8
3
0
SCALE 1"=30'
60'30'
PHASE IIIA DRY POND
PLAN VIEW
PHASE IIIA DRY POND
PROFILE VIEW
PROFILE SCALE
0
0
30
3
EMERGENCY SPILLWAY
(SEE DETAIL)
10' TOP OF BERM
60' VEGETATIVE SWALE
IIIA. SEE CROSS
SECTION.
3:1 SLOPE
SOLID HATCH
DENOTES CLAY LINER
LOW FLOW CHANNEL
(SEE DETAIL)
3:1 SLOPE
MAINTENANCE ACCESS
12:1 SLOPE
FILTER DIAPHRAGM
RIPRAP OVER FILTER
FABRIC. SEE PROFILE.
SOLID HATCH
DENOTES CLAY LINER
PROPOSED PRE TREATMENT GRASS SWALE IIIA
INV. UP = 16.50'
INV. DOWN = 16.35'
SLOPE = 0.10%
DESIGN SIDE SLOPE = 6:1
DESIGN FLOW DEPTH = 0.50'
DESIGN FLOW VELOCITY = 0.61 FPS
DESIGN HRT = 4.1 MIN.
EX 24" RCP
RIPRAP OVER FILTER
FABRIC. SEE PROFILE.
RIPRAP OVER FILTER
FABRIC. SEE PROFILE.
EXTEND EX 24" RCP 7 LF
ON SAME LINE AND
SLOPE.
EX INV. 13.97'
VARIABLE WIDTH SCM
ACCESS EASEMENT
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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09/02/2020
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37630.054
TOP OF RISER
(SEE RISER TABLE)
INSTALL STEPS ON INTERIOR
OF RISER AT 16" PER NCDOT
DETAIL 840.66. STEPS SHALL
ALIGN WITH ACCESS HATCH
ON THE TRASH RACK.
GALVANIZED STEEL
PLATE AT RISER JOINTS.
SEE NOTE #2
NOTES:
1.MANUFACTURER SHALL HAVE STRUCTURAL ENGINEER DESIGN CONCRETE REINFORCEMENT TO SUPPORT WEIGHT OF ANTI-FLOATATION BALLAST.
REINFORCED CONCRETE STRENGTH SHALL BE 3,000 PSI MIN.
2.BOLT A GALVANIZED STEEL PLATE ACROSS EACH RISER JOINT IN (4) LOCATIONS (TYP.). PLATES SHALL BE 4" W X 8" L X 1
4" TH. USE (4) 1
2" X 3" GALVANIZED
BOLTS AT EACH PLATE. USE WATERTIGHT JOINTS CONFORMING TO ASTM C1433.
3.TRASH RACK NOT SHOWN FOR CLARITY. REFER TO TRASH RACK DETAIL FOR TYPE AND INSTALLATION INFORMATION.
RISER 101A
N.T.S.
PRECAST CONCRETE RISER
SEE RISER TABLE FOR DIMENSIONS
GROUT SIPHON OUTLET INTO RISER STRUCTURE,
SEE PIPE TABLE FOR INVERT ELEVATION
6"6"
12" MIN.
CONCRETE PLUNGE POOL
3,000 PSI MIN.
TOP ELEV.= 14.50'
FINISHED GRADE
4"12"
6"
12"
2'
ORIFICE #1 (SIPHON)
(SEE ORIFICE TABLE & DETAIL)
CONCRETE
PLUNGE POOL
TOP OF RISER
(SEE RISER TABLE)
OUTLET PIPE W/ O-RING
GASKETED JOINTS
ANTI-FLOATATION
CONCRETE
BALLAST
4'
2'
WRAP PIPE WITH DOUBLE LAYER
OF NON-WOVEN GEOTEXTILE
FILTER FABRIC - 2FT. LONG
CENTERED ON JOINT.
CONCRETE PLUNGE POOL
OUTLET PIPE
(SEE PIPE TABLE)
STEPS
6" MIN
PRECAST CONCRETE RISER
PLAN VIEW
N.T.S.
12"
6"
6"
PRECAST RISER
STRUCTURE
WALL
6"
PVC CAP WITH
SCREW TYPE
PLUG
PVC CAP WITH
DRILLED ORIFICE
SIPHON OUTLET
(SEE ORIFICE
TABLE)
EMERGENCY SPILLWAY SECTION
N.T.S.
EMERGENCY SPILLWAY WIDTH
(SEE EMERGENCY SPILLWAY TABLE)
TOP OF DAM
(SEE EMERGENCY
SPILLWAY TABLE)
EMERGENCY SPILLWAY LINING
(SEE EMERGENCY SPILLWAY TABLE)
5:15:1 PERMANENT SPILLWAY CREST
(SEE EMERGENCY SPILLWAY TABLE)
TYP. TRASH RACK
N.T.S.
NOTE:
1.TRASH RACK SHALL OPEN IN A DIRECTION
THAT ALLOWS ACCESS FROM BERM SIDE.
TOP OF DAM
2' MIN.
6"
12"
MIN.
Do
6"
12"2'
3xDo
2'
OUTLET PIPE (SEE PIPE TABLE)
WOVEN VINYL FILTER FABRIC
BETWEEN SAND AND GRAVEL
(2) 4" SCH 40 PVC PIPE
PERFORATED THROUGH WIDTH
OF STONE IN DIAPHRAGM
#57 STONE
TOP OF DRAINAGE DIAPHRAGM
ASTM C-33 CONCRETE SAND
3,000 PSI MIN.
CONCRETE CRADLE
NOTE:
1.DRAIN OUTLETS FOR DIAPHRAGM SHALL BE
PROTECTED BY AN APPROPRIATE RODENT GUARD:
12" X 12" STAINLESS STEEL MESH SECURED WITH
STAINLESS STEEL CLAMP OR APPROVED EQUAL.A
TOP OF BERM
TOP OF DRAINAGE DIAPHRAGM
2' MIN.
2' MIN.
3:1 TYP
.
3:1 T
Y
P
.
OUTLET PIPE WRAPPED IN
NON-WOVEN FILTER FABRIC AT
PIPE JOINTS (SEE PIPE TABLE)
(2) NON-PERFORATED
4" SCH 40 PVC
CONCRETE CRADLE SHALL
EXTEND THE FULL LENGTH
OF THE CONDUIT
6"
2'
2'1'
SECTION A-A
FLOW
DRAINAGE FILTER DIAPHRAGM
N.T.S.
TEMPORARY
SKIMMER
RISER TABLE
INVERT ELEVATION INTERIOR DIMENSIONS
TOP OF RISER 18.50'48" X 48"
A
EMERGENCY SPILLWAY TABLE
TOP OF BERM ELEVATION:20.50'
PERM. SPILLWAY CREST ELEVATION:19.00'
EMERGENCY SPILLWAY BASE WIDTH:15.00'
EMERGENCY SPILLWAY TOP WIDTH:30.00'
EMERGENCY SPILLWAY LINING:
CLASS "B" RIPRAP (18" TH.) AND
NON-WOVEN FILTER FABRIC
OR 50 MIL HEAVY DUTY SILVER
TARP
SIPHON OUTLET #1 DETAIL
N.T.S.
3/4" HANDLE
3" PLATE16"
3/4" HINGE
3/4" LOCK BOLT 8 TYPICAL
SEE PLAN
27"
3" ANGLE (TYP.)
3/4" HANDLE3/4" DOWEL LOCKING
ALUMINUM PIN
#6 REBAR ENTRY GUARD
COAT ALL STEEL SURFACES W/ FOX
INDUSTRIES FX-420 COAL TAR EPOXY
COATING OR APPROVED EQUAL.
STEEL SURFACES WHICH ARE TO
RECEIVE FX-240 COAL TAR EPOXY
COATING SHOULD BE PREPARED BY
ABRASIVE BLASTING TO A
COMMERCIAL GRAY METAL (SP-6)
STANDARD. ANY SURFACE BLASTED
SHOULD BE COATED THE SAME DAY.
IF PREPARED SURFACES ARE
CONTAMINATED BY RUST OR OTHER
CONTAMINANTS, THEY MUST BE
RE-BLASTED.
16" SQ.
3/4" LOCK BOLT 8 TYPICAL
TRASH RACK DETAIL
NTS
3/4" HINGE PIN
24"12"
2'
CONCRETE
FOOTING
NOTCH AND
PAINT
4"x4"
WOOD
POST
NOTCH AND PAINT
8"
SEDIMENT DEPTH
INDICATOR
N.T.S.
12"
TRASH RACK; REFER TO DETAIL
TRASH RACK;
REFER TO DETAIL
TYPICAL CROSS SECTION OF EXTENDED DRY DETENTION
BASIN WITH LOW FLOW CHANNEL AND CLAY LINE
N.T.S.
9" THICK CLASS A RIP-RAP
OVER FILTER FABRIC
4" TOP SOIL
8" CLAY LINER
FILTER FABRIC
6'
VARIES - SEE
GRADING
PLAN
VARIES - SEE
GRADING
PLAN
1' MIN.
EXTEND CLAY LINER UP TO
ELEVATION LISTED ON PLAN
3:1 M
A
X
3:1 MAX
1% MIN 1% MIN
24" MIN.
CONCRETE
ANTI-FLOTATION
BALLAST
PRETREATMENT SWALE IIIA CROSS SECTION
N.T.S.
6:1 6:1
6' WIDE
NOTES:
1.MINIMUM LONGITUDINAL LENGTH OF 150 LF.
2.LINE WITH N. AMERICAN GREEN (S75).
1' MIN.
4" TOP SOIL + BERMUDA GRASS
VARIES - SEE
GRADING PLAN
VARIES - SEE
GRADING PLAN
ORIFICE TABLE
SIZE
DRILLED
ORIFICE
SIZE
MATERIAL INVERT ELEV.
ORIFICE #1 (SIPHON)6"1.25"PVC SCH 40 14.50'
LENGTH HEIGHT ORIENTATION INVERT ELEV.
ORIFICE #2 (SLOT)36"4"SE 17.70'
ORIFICE #2 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
8" CLAY LINER
NOTES:
1.CONTRACTOR TO FILL VOIDS BETWEEN RIPRAP
STONE WITH TAMPED DIRT TO CREATE LEVEL
SPILLWAY CREST
SCREW-ON
WATER TIGHT
CAP. DRILL 1.25"
DIA HOLE @ INV
= 14.50
ORIFICE #2 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #1 (SIPHON)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #1 (SIPHON)
(SEE ORIFICE TABLE & DETAIL)
VEGETATIVE
SWALE IIIA DETAIL
N.T.S.
5'3:1 M
A
X
3:1 MAX
BERMUDA GRASS
LINE WITH N. AMERICAN GREEN S75
SLOPE = 0.3%
Q10 = 2.6 CFS; V10= 1.55 FPS
D10= 0.50'; T=0.10 #/SF;
USE 0.50' FBD' 1.00' DEEP W/ 3:1 SIDES
2
6
26
26
2
6
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25
25
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25
25
25
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25
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24 24
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19
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CLASS I RIPRAP
OVER FILTER FABRIC
40'L X 22'W X 24"TH
PROP GRADE 3:1 (GRASS) (TYP)
(SEE DAM EMBANKMENT AND SOIL
COMPACTION SPECIFICATIONS)
FINISHED
GRADE
EXISTING
GRADE
WATER QUALITY
WSE = 16.90'
CONCRETE PLUNGE POOL
(SEE DETAIL)
4" TOPSOIL
8" CLAY LINER
EXTEND CLAY LINER TO
SPILLWAY AT ELEV. 18.50'
AROUND ENTIRE POND
WSE
100-YR = 18.26'
25-YR = 17.63'
10-YR = 17.30'
2-YR = 16.93'
1-YR = 16.45'
EXISTING
15" RCP
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 13+75
206-205
30.00' OF
42" RCP
@ 1.00%
O-RING GASKETED
WATER-TIGHT202-201
39.27' OF
30" RCP
@ 0.30%
201-200
30.00' OF
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@ 0.30%
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(SEE DETAIL)
CLASS B RIPRAP
18'L X 9'W X 18"TH
TOP OF BERM
(GRASS) - 10' WIDE
TRASH
RACK
OUTLET TO VEGETATIVE
FILTER STRIP SWALE
SHWT = 8" BELOW
EXISTING GRADE
CLASS I RIPRAP
OVER FILTER FABRIC
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JOB NO.
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SCALE
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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"=30'
60'30'
PHASE IIIB DRY POND
PLAN VIEW
PHASE IIIB DRY POND
PROFILE VIEW
PROFILE SCALE
0
0
30
3
EMERGENCY SPILLWAY
(SEE DETAIL)
10' WIDE TOP
OF BERM
RISER STRUCTURE
(SEE DETAILS)
3:1 SLOPE
LOW FLOW CHANNEL
(SEE DETAIL)
3:1 SLOPE
MAINTENANCE ACCESS
12:1 SLOPE
FILTER
DIAPHRAGM
60' VEGETATIVE
SWALE IIIB
RIPRAP OVER FILTER
FABRIC. SEE PROFILE.
SOLID HATCH
DENOTES CLAY LINER
PROPOSED PRE TREATMENT GRASS SWALE IIIB
INV. UP = 14.80'
INV. DOWN = 14.55'
SLOPE = 0.20%
DESIGN SIDE SLOPE = 5:1
DESIGN FLOW DEPTH = 0.50'
DESIGN FLOW VELOCITY = 0.60 FPS
DESIGN HRT = 4.1 MIN.
RIPRAP OVER FILTER
FABRIC. SEE PROFILE.
SOLID HATCH
DENOTES CLAY LINER'
REMOVE 20 LF OF EXISTING 15" RCP.
INSTALL NEW JUNCTION BOX AND
CONNECT TO EXISTING 15" RCP.
CONTRACTOR TO REMOVE 40 LF OF
EXISTING 36" RCP.
INSTALL NEW CONCRETE ENDWALL
PER NCDOT STD 838.80.
INV. 12.56'
CLASS B RIPRAP APRON OVER
FILTER FABRIC
40'L X 9'W X 18"TH
DO NOT
DISTURB
WETLANDS
EXISTING DITCH GRADE = 12.50'
CONTRACTOR TO FIELD VERIFY PRIOR
TO BEGINNING CONSTRUCTION. IN CASE
OF DISCREPANCY NOTIFY ENGINEER.
EXISTING 36" RCP
DO NOT
DISTURB
WETLANDS
RIPRAP
OVER FILTER
FABRIC. SEE
PROFILE.
VARIABLE WIDTH SCM ACCESS
EASEMENT
VARIABLE WIDTH SCM ACCESS
EASEMENT
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
RE
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09/02/2020
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37630.054
TOP OF RISER
(SEE RISER TABLE)
INSTALL STEPS ON INTERIOR
OF RISER AT 16" PER NCDOT
DETAIL 840.66. STEPS SHALL
ALIGN WITH ACCESS HATCH
ON THE TRASH RACK.
GALVANIZED STEEL
PLATE AT RISER JOINTS.
SEE NOTE #2
NOTES:
1.MANUFACTURER SHALL HAVE STRUCTURAL ENGINEER DESIGN CONCRETE REINFORCEMENT TO SUPPORT WEIGHT OF ANTI-FLOATATION BALLAST.
REINFORCED CONCRETE STRENGTH SHALL BE 3,000 PSI MIN.
2.BOLT A GALVANIZED STEEL PLATE ACROSS EACH RISER JOINT IN (4) LOCATIONS (TYP.). PLATES SHALL BE 4" W X 8" L X 1
4" TH. USE (4) 1
2" X 3" GALVANIZED
BOLTS AT EACH PLATE. USE WATERTIGHT JOINTS CONFORMING TO ASTM C1433.
3.TRASH RACK NOT SHOWN FOR CLARITY. REFER TO TRASH RACK DETAIL FOR TYPE AND INSTALLATION INFORMATION.
RISER 101B
N.T.S.
PRECAST CONCRETE RISER
SEE RISER TABLE
GROUT SIPHON OUTLET INTO RISER STRUCTURE,
SEE PIPE TABLE FOR INVERT ELEVATION
6"6"
8" MIN.
CONCRETE PLUNGE POOL
3,000 PSI MIN.
TOP ELEV.= 13.25'
FINISHED GRADE
4"12"
6"
12"
2'
CONCRETE
PLUNGE POOL
TOP OF RISER
(SEE RISER TABLE)
ANTI-FLOATATION
CONCRETE
BALLAST
4'
2'
CONCRETE PLUNGE POOL
STEPS
AS REQUIRED
BY MANUFACTURER
PRECAST CONCRETE RISER
PLAN VIEW
N.T.S.
TYP. TRASH RACK
N.T.S.
NOTE:
1.TRASH RACK SHALL OPEN IN A DIRECTION
THAT ALLOWS ACCESS FROM BERM SIDE.
TOP OF DAM
2' MIN.
6"
12"
MIN.
Do
6"
12"2'
3xDo
2'
OUTLET PIPE (SEE PIPE TABLE)
WOVEN VINYL FILTER FABRIC
BETWEEN SAND AND GRAVEL
(2) 4" SCH 40 PVC PIPE
PERFORATED THROUGH WIDTH
OF STONE IN DIAPHRAGM
#57 STONE
TOP OF DRAINAGE DIAPHRAGM
ASTM C-33 CONCRETE SAND
3,000 PSI MIN.
CONCRETE CRADLE
NOTE:
1.DRAIN OUTLETS FOR DIAPHRAGM SHALL BE
PROTECTED BY AN APPROPRIATE RODENT GUARD:
12" X 12" STAINLESS STEEL MESH SECURED WITH
STAINLESS STEEL CLAMP OR APPROVED EQUAL.A
TOP OF BERM
TOP OF DRAINAGE DIAPHRAGM
2' MIN.
2' MIN.
3:1 TYP
.
3:1 T
Y
P
.
OUTLET PIPE WRAPPED IN
NON-WOVEN FILTER FABRIC AT
PIPE JOINTS (SEE PIPE TABLE)
(2) NON-PERFORATED
4" SCH 40 PVC
CONCRETE CRADLE SHALL
EXTEND THE FULL LENGTH
OF THE CONDUIT
6"
2'
2'1'
SECTION A-A
FLOW
DRAINAGE FILTER DIAPHRAGM
N.T.S.
TEMPORARY
SKIMMER
RISER TABLE
INVERT ELEVATION INTERIOR DIMENSIONS
TOP OF RISER 18.00'60" X 60"
A
EMERGENCY SPILLWAY TABLE
TOP OF BERM ELEVATION:20.00'
PERM. SPILLWAY CREST ELEVATION:18.50'
EMERGENCY SPILLWAY BASE WIDTH:50.00'
EMERGENCY SPILLWAY TOP WIDTH:65.00'
EMERGENCY SPILLWAY LINING:
CLASS "B" RIPRAP (18" TH.) AND
NON-WOVEN FILTER FABRIC
OR 50 MIL HEAVY DUTY SILVER
TARP
3/4" HANDLE
3" PLATE16"
3/4" HINGE
3/4" LOCK BOLT 8 TYPICAL
SEE PLAN
27"
3" ANGLE (TYP.)
3/4" HANDLE3/4" DOWEL LOCKING
ALUMINUM PIN
#6 REBAR ENTRY GUARD
COAT ALL STEEL SURFACES W/ FOX
INDUSTRIES FX-420 COAL TAR EPOXY
COATING OR APPROVED EQUAL.
STEEL SURFACES WHICH ARE TO
RECEIVE FX-240 COAL TAR EPOXY
COATING SHOULD BE PREPARED BY
ABRASIVE BLASTING TO A
COMMERCIAL GRAY METAL (SP-6)
STANDARD. ANY SURFACE BLASTED
SHOULD BE COATED THE SAME DAY.
IF PREPARED SURFACES ARE
CONTAMINATED BY RUST OR OTHER
CONTAMINANTS, THEY MUST BE
RE-BLASTED.
16" SQ.
3/4" LOCK BOLT 8 TYPICAL
TRASH RACK DETAIL
NTS
3/4" HINGE PIN
TYPICAL CROSS SECTION OF EXTENDED DRY DETENTION
BASIN WITH LOW FLOW CHANNEL AND CLAY LINE
N.T.S.
9" THICK CLASS A RIP-RAP
OVER FILTER FABRIC
4" TOP SOIL
8" CLAY LINER
FILTER FABRIC
6'
VARIES - SEE
GRADING
PLAN
VARIES - SEE
GRADING
PLAN
1' MIN.
EXTEND CLAY LINER UP TO
ELEVATION LISTED ON PLAN
3:1 M
A
X
3:1 MAX
1% MIN 1% MIN
OUTLET PIPE
(SEE PIPE TABLE)
OUTLET PIPE W/ O-RING
GASKETED JOINTS
WRAP PIPE WITH DOUBLE LAYER
OF NON-WOVEN GEOTEXTILE
FILTER FABRIC - 2FT. LONG
CENTERED ON JOINT.
12"
TRASH RACK; REFER TO DETAIL
TRASH RACK;
REFER TO DETAIL
24" MIN.
CONCRETE
ANTI-FLOTATION
BALLAST
PRETREATMENT SWALE IIIB CROSS SECTION
N.T.S.
5:1 5:1
27' WIDE
NOTES:
1.MINIMUM LONGITUDINAL LENGTH OF 150 LF.
2.LINE WITH N. AMERICAN GREEN (S75).
0.5'
4" TOP SOIL + BERMUDA GRASS
8" CLAY LINER
12"
6"
6"
PRECAST RISER
STRUCTURE
WALL
6"
PVC CAP WITH
SCREW TYPE
PLUG
PVC CAP WITH
DRILLED ORIFICE
SIPHON OUTLET
(SEE ORIFICE
TABLE)
EMERGENCY SPILLWAY SECTION
N.T.S.
EMERGENCY SPILLWAY WIDTH
(SEE EMERGENCY SPILLWAY TABLE)
TOP OF DAM
(SEE EMERGENCY
SPILLWAY TABLE)
EMERGENCY SPILLWAY LINING
(SEE EMERGENCY SPILLWAY TABLE)
5:15:1 PERMANENT SPILLWAY CREST
(SEE EMERGENCY SPILLWAY TABLE)
SIPHON OUTLET #1 DETAIL
N.T.S.
NOTES:
1.CONTRACTOR TO FILL VOIDS BETWEEN RIPRAP
STONE WITH TAMPED DIRT TO CREATE LEVEL
SPILLWAY CREST
SCREW-ON
WATER TIGHT
CAP. DRILL 2.50"
DIA HOLE @ INV
= 13.25'
VEGETATIVE
SWALE IIIB DETAIL
N.T.S.
6'3:1 M
A
X
3:1 MAX
BERMUDA GRASS
LINE WITH N. AMERICAN GREEN S75
ORIFICE TABLE
SIZE
DRILLED
ORIFICE
SIZE
MATERIAL INVERT ELEV.
ORIFICE #1 (SIPHON)6"2.50"PVC SCH 40 13.25'
LENGTH HEIGHT ORIENTATION INVERT ELEV.
ORIFICE #3 (SLOT)36"6"N 17.00'
ORIFICE #3 (SLOT)36"6"W 17.00'
ORIFICE #3 (SLOT)36"6"S 17.00'
3:13:1
ORIFICE #1 (SIPHON)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #2 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #1 (SIPHON)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #1 (SIPHON)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #3 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #4 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #3 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #2 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
ORIFICE #4 (SLOT)
(SEE ORIFICE TABLE & DETAIL)ORIFICE #3 (SLOT)
(SEE ORIFICE TABLE & DETAIL)
SLOPE = 0.3%
Q10 = 8.1 CFS; V10= 1.93 FPS
D10= 0.75'; T=0.15 #/SF;
USE 0.50' FBD' 1.25' DEEP W/ 3:1 SIDES
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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C3.9
SC
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A. MAY
B. DOWNS
R. BAKER
09/02/2020
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A
37630.054
DRY DETENTION BASIN SPECIFICATIONS:
1.THE DRY DETENTION BASIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ILM STORMWATER MASTER PLAN, NCDEQ AND THE PROPOSED STORMWATER
MANAGEMENT FACILITY DETAILS AND SPECIFICATIONS SHOWN IN THESE DRAWINGS.
2.ALL SIDE SLOPES AND BASIN FLOOR SHALL BE PERMANENTLY STABILIZED WITH A DENSE STAND OF GRASS.
3.THE RISER STRUCTURE HAS BEEN DESIGNED WITH A CONCRETE ANCHOR FOR ANTI-FLOATATION.
4.A TRASH RACK IS REQUIRED AT THE TOP OF THE RISER, IT SHOULD BE INSTALLED TO PROVIDE ACCESS ALIGNED WITH THE STEPS ON THE BERM SIDE OF THE
RISER.
5.AN INVERTED SIPHON AND A CONCRETE PLUNGE POOL HAVE BEEN DESIGNED AT THE RISER ORIFICE TO REDUCE THE LIKELIHOOD OF CLOGGING, AND ALLOW
FOR MAINTENANCE.
6.THE DRY DETENTION BASIN SHALL BE GRADED IN ACCORDANCE WITH THE APPROVED PLANS, SECTIONS AND DETAILS.
7.THE RISER SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE RISER DETAIL.
8.THE EMERGENCY SPILLWAY SHALL BE LINED WITH RIPRAP. REFER TO DETAIL ON THE APPROVED PLANS.
9.THE OWNER'S GEOTECHNICAL ENGINEER SHALL OVERSEE THE INSTALLATION OF THE BERM, TO PROVIDE BERM COMPACTION TESTING.
10.REFER TO CONVERSION SEQUENCE ON THIS SHEET.
DRY DETENTION BASIN CONVERSION SEQUENCE:
1.DRY DETENTION BASIN WILL INITIALLY BE INSTALLED AS A SKIMMER SEDIMENT BASIN. REFER TO GRADING PLAN AND DRY DETENTION BASIN SECTIONS AND
DETAILS FOR FINAL STAGE. THE FINAL BASIN AND BERM GRADING SHOULD HAVE BEEN PERFORMED AS PART OF THE EROSION CONTROL PHASE 1 AND
CONVERSION SHOULD ONLY REQUIRED REMOVAL OF SEDIMENT AND MINOR DRESS-UP WORK.
2.STABILIZE ALL AREAS TRIBUTARY TO THE DRY DETENTION BASIN AND OBTAIN APPROVAL FROM THE NCDEQ AND NEW HANOVER COUNTY INSPECTOR PRIOR
TO BEGINNING THE CONVERSION.
3.LEAVE SKIMMER IN PLACE, REMOVE BAFFLES AND SEDIMENT FROM THE BOTTOM OF THE BASIN. FINE GRADE BERM AS REQUIRED.
4.INSTALL TRASH RACK, REMOVE SKIMMER, AND INSTALL PERMANENT ORIFICE PIPE AS SHOWN ON THE APPROVED PLANS.
5.INSTALL CONCRETE PLUNGE POOL BENEATH PERMANENT ORIFICE AS SHOWN ON THE APPROVED PLANS. INSTALL CLAY LINER, TOPSOIL, RIP-RAP, FILTER
FABRIC, AND LOW FLOW CHANNEL PER SCM DETAILS.
6.REPAIR SPILLWAY RIPRAP LINER AS NEEDED AND SEED ALL DISTURBED AREAS.
7.SUBMIT SURVEY CAD FILE WITH SPOT GRADES TO ENGINEER FOR REVIEW. CONTACT ENGINEER TO SCHEDULE INSPECTION.
8.MAKE ANY ADJUSTMENTS REQUIRED BY ENGINEER FOLLOWING INSPECTION AND REVIEW OF AS-BUILT SURVEY DATA.
9.CONVERSION OF THE SKIMMER BASIN TO A PERMANENT DRY DETENTION BASIN SHALL NOT BE CONSIDERED COMPLETE UNTIL THE FOLLOWING ITEMS HAVE
BEEN COMPLETED:
·BASIN HAS BEEN FULLY CONVERTED AND IS BUILT IN ACCORDANCE WITH THE APPROVED DESIGN, AS DETERMINED BY THE ENGINEER.
·OPERATION & MAINTENANCE AGREEMENT IS COMPLETE.
·NCDEQ HAS PERFORMED AN INSPECTION AND APPROVED THE COMPLETED DRY DETENTION BASIN, AND THE AS-BUILTS.
PHASE IIIA AND PHASE IIIB STORMWATER NOTES
1.PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES FOUND WITHIN THE
PLANS.
2.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ON-SITE GEOTECHNICAL ENGINEER FOR OBSERVATION, TESTING AND CERTIFICATION OF
CONSTRUCTION.
3.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDEQ STANDARDS, NEW HANOVER COUNTY, THE WILMINGTON INTERNATIONAL AIRPORT STORMWATER
MASTER PLAN, AND THE PROPOSED STORMWATER MANAGEMENT FACILITY DETAILS AND SPECIFICATIONS SHOWN IN THESE DRAWINGS.
4.SOILS, COMPACTION AND/OR OTHER MISCELLANEOUS DETAILS AND SPECIFICATIONS MAY BE MODIFIED PER THE RECOMMENDATIONS OF THE ON-SITE
GEOTECHNICAL ENGINEER. HOWEVER, PRIOR TO IMPLEMENTATION, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION FROM THESE DESIGN
DRAWINGS, INCLUDING SHOP DRAWINGS FOR ANY PROPOSED MODIFICATION.
5.CONTRACTOR TO FINE GRADE ALL POND FINISHED SURFACES TO WITH 2 INCHES +/- TOLERANCE.
6.AS-BUILT SURVEY:
THE CONTRACTOR SHALL ACCURATELY CONSTRUCT ALL SCM GRADES, BERM, SPILLWAY, RISER TOP, RISER INVERTS, ETC. WITHIN ± 0.2 FEET VERTICALLY OF
THE APPROVED PLANS. AT THE END OF THE PROJECT, THE CONTRACTOR SHALL AS-BUILT SURVEY ALL FEATURES OF THE SCM BY A LICENSED SURVEYOR.
SUBMIT SEALED AS-BUILT SURVEY AND CAD FILE TO THE ENGINEER. THE ENGINEER WILL THEN COORDINATE ANY ADJUSTMENTS NEEDED WITH THE
CONTRACTOR AND CERTIFICATION WITH THE MUNICIPALITY. ADDITIONAL AS-BUILT SURVEYS MAY BE NEEDED BASED ON REQUIRED ADJUSTMENTS.
BERM EMBANKMENT AND SOIL COMPACTION SPECIFICATIONS
1.CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE BERM EMBANKMENT /KEY TRENCH SHALL BE PLACED IN 6-INCH LOOSE LAYERS (3-INCH LOOSE
LAYERS WITHIN 3-FEET OF EITHER SIDE OF THE PRINCIPAL SPILLWAY PIPE TO A DEPTH OF 2-FEET OVER THE PIPE) AND SHALL BE COMPACTED TO A DENSITY OF NO LESS
THAN 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT IN
ACCORDANCE WITH ASTM D698.
2.ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO COMPACTION TO THE REQUIRED DENSITY. SOILS WITH
ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT BE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR
TO COMPACTION.
3.FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR AT MOISTURE CONTENTS OUTSIDE THE SPECIFIED RANGES OR OTHERWISE NOT
CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE MATERIALS.
4.ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE PROPERLY SCARIFIED PRIOR TO THE PLACEMENT
OF THE NEXT SOIL LIFT.
5.SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE PLACEMENT OF CONTROLLED FILL.
6.FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND/OR UNSUITABLE SOILS IN ADDITION TO THAT INDICATED ON THE PLANS. ALL SUCH
UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE
AN ATTEMPT TO STABILIZE ANY PORTIONS OF THE FOUNDATION SOILS WITH CRUSHED STONE.
7.TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING,
DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION OF THE GEOTECHNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND
DOCUMENTED BY THE GEOTECHNICAL ENGINEER.
8.FILL ADJACENT TO THE RISER AND PRINCIPAL SPILLWAY PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH SIDES OF THE STRUCTURES.
9.EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS, MANUALLY DIRECTED POWER TAMPERS OR PLATE
COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS.
10.COMPACTION BY MEANS OF DROP WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
11.HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST-IN-PLACE STRUCTURES (INCLUDING THE CRADLE) UNTIL ADEQUATE CURING TIME HAS ELAPSED.
12.INSTALL CLAY LINER PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.
13.TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE DISTURBED EMBANKMENT SURFACE AND THE AREA
TEMPORARILY SEEDED AND MULCHED OR HYDROSEEDED WITH NON-CLUMPING TURF GRASS.
14.NO TREES OR WOODY VEGETATION ARE ALLOWED TO BE PLANTED ON THE DAM OR EMBANKMENT.
24" R
C
P
28
28
28 28
28
28
28
28
28
27
27
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27
27
27
27
27
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27
2727
27
27
27 27 27 27
27
2
6
26
26
2
6
26
2
6
26
26
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26
26
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26
26
26 26
26
26 26 26
26
26
26
26
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26
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26
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26 26 26
26
25
25
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2
5
25
25
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25
25
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5
25
25
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25
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2525
25
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25
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25
25
25
25
25
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25
25
25
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25
25
25
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25
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25
24
24
24
24
24
24
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23
23
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W W W W W W W W W
TRAFFIC
SIGNAL
TRAFFIC
CONTROL BOX
EDGE O
F
P
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N
T
EDGE O
F
P
A
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EDGE OF PAVEM
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EDGE
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EDGE
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EDGE OF PAVEMENT
POWER VAULT
EL METER BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
SIGNAL
O
H
T
O
H
T
O
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T
O
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T
G
G
G
G
G
G
G
G
G
G
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O
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O
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W
W
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W
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W
W
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W
W
W
W
W
W
W
W
W
W
W
W
U
G
P
U
G
P
U
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U
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P
UG
P
UGP
UG
P
UGP
UGP
UGP
UGP
UGP
UGP
UGP UGP UGP UGP UGP
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT UGT UGT UGT UGT
IRRIGATION WELL
AND CONTROL BOX
WATER VAULT
FENCE
FENCE
TREELINE
TREELINE
T
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TR
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TR
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DITCH
DITCH
SWALE
SWALE
DITCH
D
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C
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EL METER BOX
X
X
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X
X
X
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TRAFFIC BOX
AND
FO MARKER
UGT
UG
T
U
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T
U
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U
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INV=16.92
INV=13.97
INV=13.57
INV=16.52
N
2
3
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T
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24" RC
P
G
G
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G
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G G G G G G
GAS L
I
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D
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A
W
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F
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NCDO
T
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GAS LINE DRAWN FROM
NCDOT PLANS
POWER VAULT
SIGN NO
LONGER EXIST
AIRPO
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(EXI
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VARIA
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W
I
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T
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AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
12" PVC
12" PVC
EC120
EC119
EC120
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
LOD
LOD
LOD
LOD
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LODLOD
EC118
17
20 23
2
0
2
0
20 1
7
1
5
20
1
6
23
21
17
2
2
2
0
1
8
EC114
EC115
EC116
EC101
EC101
EC101
EC102
EC102
EC102
EC103
EC103
EC104
EC117
EC117
EC106
EC107
EC108
EC111
EC112 EC113
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2
2
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2
1
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LO
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L
O
D
LO
D
LOD
LOD
LOD
LOD
LOD
L
O
D
LODLOD
LOD
LOD
L
O
D
L
O
D
LO
D
L
O
D
L
O
D
LOD LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
L
O
D
L
O
D
LO
D
L
O
D
L
O
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L
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D
L
O
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D
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LO
D
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LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
W
SILT FENCE STONE OUTLET
HORSESHOE INLET PROTECTION
SKIMMER
PERMANENT DIVERSION DITCH
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
10.PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
10.1.CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER CONTROL
MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY. CORRDINATE WITH
ILM CONTACT ON EXACT LOCATION.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER DESCRIPTION
EC101 LIMITS OF DISTURBANCE
EC102 SILT FENCE; REFER TO DETAIL (TYP).
EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104 TEMPORARY 25' X 100' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC105 TEMPORARY INLET PROTECTION; REFER TO DETAIL (TYP.)
EC106
SKIMMER SEDIMENT BASIN #1
DRAINAGE AREA=4.37 AC; DIST AREA=4.37 AC
REQ'D SURFACE AREA=4,133 SF; REQ'D STORAGE=7,866 CF
PROV'D SURFACE AREA=12,185 SF; PROV'D STORAGE=20,670 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
PROVIDE 2.5" SKIMMER W/ 1.5" DIA. ORIFICE ON
4'X4'X1'D CLASS B PAD; TETHER TO BERM
INV=17.00'
EC107
TEMP. DIVERSION DITCH #1
LENGTH = 341'; DRAINAGE AREA = 0.78 AC; S = 1.6%
Q10 = 2.3 CFS; V10 = 2.65 FPS
D10 = 0.5'; T = 0.5 #/SF; B = 0.5'
USE 0.50' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC108
TEMP. DIVERSION DITCH #2
LENGTH = 340'; DRAINAGE AREA = 0.25 AC; S = 1.8%
Q10 = 0.7 CFS; V10 = 2.07 FPS
D10 = 0.3'; T = 0.33 #/SF; B = 0.5'
USE 0.50' FBD' 0.8' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC111 3 POROUS BAFFLES
EC112
15' WIDE SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER
OR 50 MIL HEAVY DUTY SILVER TARP
TOP=19.00 CREST=20.50
EC113 3:1 SIDE SLOPE
EC114 CLASS A RIP RAP DISSIPATER PAD (11'L X 6.5'W X 12"D)
EC115 CLASS A RIP RAP DISSIPATER PAD (17'L X 5.3'W X 12"D)
EC116 CLASS A RIP RAP DISSIPATER PAD (6'L X 4.5'W X 12"D)
EC117 TEMPORARY HORSESHOE INLET PROTECTION
EC118
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).
EC119 CIRCLE K FUNDED CONSTRUCTION WORK
EC120 ILM FUNDED CONSTRUCTION WORK
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1.OWNER/DEVELOPER/CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED
EROSION CONTROL PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE
THROUGHOUT DURATION OF CONSTRUCTION.
2.OWNER/CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY A MINIMUM OF 72
HOURS BEFORE START OF CONSTRUCTION ON EACH PHASE.
3.ONLY CLEAR/GRADE ENOUGH TO INSTALL SEDIMENT CONTROL DEVICES AS
SHOWN IN PHASE I.
4.INSTALL CONSTRUCTION ENTRANCE, PIPES, TEMPORARY DIVERSION DITCHES,
CHECK DAMS, AND TEMPORARY INLET PROTECTION AS INDICATED ON PLAN.
INSTALL SILT FENCE, SILT FENCE OUTLETS AROUND THE PERIMETER OF THE
SITE. DISTURB ONLY THE AREAS NECESSARY FOR INSTALLATION.
5.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR
PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF
DETERMINED NECESSARY BY INSPECTOR.
6.INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND
AT LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED.
7.NOTIFY NEW HANOVER COUNTY FOR AN INSPECTION AFTER THIS IS
COMPLETED.
8.PROCEED TO PHASE 2 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 1
MEASURES HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
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.
BAFFLES 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 DAMAGING THE BAFFLES DURING
CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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SCALE 1"=40'
80'40'
32
32
31
31
30
30
30
29
29
2
9
29
28
28
28
28
28
28
28
2
8
27
27 27
27
27
27
27
2
7
2
7
27
27
27
26
26
26
26
26
26
2
6
26
2
6
26
2
6
2
6
2
6
26
26
26 26
26
26
26 26
26
26
2
6
26
2
6
2
5
25
2
5
25
25
25
25
25
2
5
25
2
5
25
25
25
25
25252525
2
5
25 25 25 25 25
25 25
25
25
25
2525
252525
25
2525
25
24
2
4
24
24
24
2424
24 24
24 24 24 24 24
242424
24
2424
24
2
4
2
4
24
24
24
24
2
4
2
4
24
24
2
4
24
24
24
24 24
24 24 24 24
24
24
2424
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24
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24
24
24
24
24
24
24
24
24
24
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4
24
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24
23
23 23
2323
23
23
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23
23
2
3
2
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23
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2
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23
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23
23
23
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23
23
23
23
23
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23
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23
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23
23
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22
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2
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22
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22
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22
22
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22
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22
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22
2
2
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2
22
2
2
22
22
22 22
22
22
22
22
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2
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2
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221
21
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21
21
21
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21
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21
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21
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21
21
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20
20
20
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20
20
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20
20
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2
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20
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20
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20
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20
20
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1
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1
9
19
19
19
19
19
1
9
1
9
19
19
19
19
19
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9
1
9
1
9
1
9
1
9
19
19
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
1
6
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
PAVEMENT
CONC.CONC.
ABANDONED
LIFT STATION
ABANDONED
LIFT STATION
POWER VAULT
RIPRAP
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
TREELIN
E
TREELIN
E
TR
E
E
L
I
N
E
TREE
L
I
N
E
SW
A
L
E
36
"
R
C
P
1
5
"
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
24" RCP
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=19.14
INV=18.94
INV=16.58
INV=15.90
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
INV=14.72
15" DIP
END UNKNOWN
INV=12.50
DIT
C
H
INTERMITTENT
STREAM
WETLAND
447± SQ. FT.
0.01± AC.
FE
N
C
E
FM
FM
FM
8"
W
A
T
E
R
L
I
N
E
3
6
"
R
C
P
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
12" PVC
12" PVC
INTERMITTENT
STREAM BUFFER
RELATIVELY PERMANENT
WATER
1,698± SQ. FT.
0.04± AC.
RELATIVELY PERMANENT
WATER
2,108± SQ. FT.
0.05± AC.
EC120
L
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D
LO
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LO
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LOD
LOD
LOD
EC102
EC101
EC103
LOD
LO
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LOD LOD LOD
LODLODLOD
LO
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LOD
LOD
LOD
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
W
SILT FENCE STONE OUTLET
HORSESHOE INLET PROTECTION
SKIMMER
PERMANENT DIVERSION DITCH
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
10.PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
10.1.CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER CONTROL
MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY. CORRDINATE WITH
ILM CONTACT ON EXACT LOCATION.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1.OWNER/DEVELOPER/CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED
EROSION CONTROL PLAN AND MAINTAIN A COPY OF THE PLAN ON SITE
THROUGHOUT DURATION OF CONSTRUCTION.
2.OWNER/CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY A MINIMUM OF 72
HOURS BEFORE START OF CONSTRUCTION ON EACH PHASE.
3.ONLY CLEAR/GRADE ENOUGH TO INSTALL SEDIMENT CONTROL DEVICES AS
SHOWN IN PHASE I.
4.INSTALL CONSTRUCTION ENTRANCE, PIPES, TEMPORARY DIVERSION DITCHES,
CHECK DAMS, AND TEMPORARY INLET PROTECTION AS INDICATED ON PLAN.
INSTALL SILT FENCE, SILT FENCE OUTLETS AROUND THE PERIMETER OF THE
SITE. DISTURB ONLY THE AREAS NECESSARY FOR INSTALLATION.
5.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR
PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF
DETERMINED NECESSARY BY INSPECTOR.
6.INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND
AT LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED.
7.NOTIFY NEW HANOVER COUNTY FOR AN INSPECTION AFTER THIS IS
COMPLETED.
8.PROCEED TO PHASE 2 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 1
MEASURES HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER DESCRIPTION
EC101 LIMITS OF DISTURBANCE
EC102 SILT FENCE; REFER TO DETAIL (TYP).
EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104 TEMPORARY 25' X 100' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC105 TEMPORARY INLET PROTECTION; REFER TO DETAIL (TYP.)
EC106
SKIMMER SEDIMENT BASIN #1
DRAINAGE AREA=4.37 AC; DIST AREA=4.37 AC
REQ'D SURFACE AREA=4,133 SF; REQ'D STORAGE=7,866 CF
PROV'D SURFACE AREA=12,185 SF; PROV'D STORAGE=20,670 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
PROVIDE 2.5" SKIMMER W/ 1.5" DIA. ORIFICE ON
4'X4'X1'D CLASS B PAD; TETHER TO BERM
INV=17.00'
EC107
TEMP. DIVERSION DITCH #1
LENGTH = 341'; DRAINAGE AREA = 0.78 AC; S = 1.6%
Q10 = 2.3 CFS; V10 = 2.65 FPS
D10 = 0.5'; T = 0.5 #/SF; B = 0.5'
USE 0.50' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC108
TEMP. DIVERSION DITCH #2
LENGTH = 340'; DRAINAGE AREA = 0.25 AC; S = 1.8%
Q10 = 0.7 CFS; V10 = 2.07 FPS
D10 = 0.3'; T = 0.33 #/SF; B = 0.5'
USE 0.50' FBD' 0.8' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC111 3 POROUS BAFFLES
EC112
15' WIDE SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER
OR 50 MIL HEAVY DUTY SILVER TARP
TOP=19.00 CREST=20.50
EC113 3:1 SIDE SLOPE
EC114 CLASS A RIP RAP DISSIPATER PAD (11'L X 6.5'W X 12"D)
EC115 CLASS A RIP RAP DISSIPATER PAD (17'L X 5.3'W X 12"D)
EC116 CLASS A RIP RAP DISSIPATER PAD (6'L X 4.5'W X 12"D)
EC117 TEMPORARY HORSESHOE INLET PROTECTION
EC118
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).
EC119 CIRCLE K FUNDED CONSTRUCTION WORK
EC120 ILM FUNDED CONSTRUCTION WORK
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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PUBLIC UTILITY AUTHORITY, NCDEQ, AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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SCALE 1"=40'
80'40'
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S
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TRAFFIC
SIGNAL
TRAFFIC
CONTROL BOX
EDGE OF PAVEM
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POWER VAULT
EL METER BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
BOX
TRAFFIC
SIGNAL
O
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UG
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UGP
UG
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UGP
UGP
UGP
UGP
UGP
UGP
UGP UGP UGP UGP UGP
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT UGT UGT UGT UGT
WATER VAULT
FENCE
FENCE
TREELINE
TREELINE
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INV=16.92
INV=13.97
INV=13.57
INV=16.52
N
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NCDOT PLANS
POWER VAULT
SIGN NO
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VARIA
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L
E
W
I
D
T
H
R
O
W
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
12" PVC
12" PVC
NTI-F
S
-
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EC222
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EC215
EC216
EC217
EC217
EC201
EC201
EC202
EC202
EC203
EC203
EC202
EC204
EC205
EC226
EC226
EC214
EC206
EC207
EC208
EC209
EC210
EC211
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LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
W
SILT FENCE STONE OUTLET
HORSESHOE INLET PROTECTION
SKIMMER
PERMANENT DIVERSION DITCH
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
10.PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
10.1.CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER CONTROL
MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY. CORRDINATE WITH
ILM CONTACT ON EXACT LOCATION.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
EROSION CONTROL PLAN - PHASE II KEYNOTES
NUMBER DESCRIPTION
EC201 LIMITS OF DISTURBANCE
EC202 SILT FENCE; REFER TO DETAIL (TYP.)
EC203 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC204 TEMPORARY 25' X 100' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC205 TEMPORARY INLET PROTECTION; REFER TO DETAIL
EC206
PERMANENT DIVERSION DITCH #1
DRAINAGE AREA= 2.24 AC; S = 1.6%
Q10 = 9.5 CFS; V10=3.77 FPS
D10=1.0'; T=0.97 #/SF
USE 0.5' FBD' 1.5' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC207
PERMANENT DIVERSION DITCH #2
DRAINAGE AREA= 0.24 AC; S = 4.1%
Q10 = 1.4 CFS; V10=3.85 FPS
D10=0.5'; T=1.28 #/SF
USE 0.5' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC208
PERMANENT DIVERSION DITCH #3
DRAINAGE AREA= 0.70 AC; S = 0.8%
Q10 = 3.8 CFS; V10=2.29 FPS
D10=0.75'; T=0.4 #/SF
USE 0.25' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC209
PERMANENT DIVERSION DITCH #4
DRAINAGE AREA= 1.06 AC; S = 1.1%
Q10 = 8.3 CFS; V10= 3.2 FPS
D10=1.0'; T=0.7 #/SF
USE 0.0' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC210
PERMANENT DIVERSION DITCH #5
DRAINAGE AREA= 1.53 AC; S = 0.3%
Q10 = 11.7 CFS; V10= 2.28 FPS
D10=1.5'; T=0.31 #/SF
USE 0.0' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC211
PERMANENT DIVERSION DITCH #6
DRAINAGE AREA= 1.22 AC; S = 0.7%
Q10 = 5.3 CFS; V10= 2.26 FPS
D10= 0.75'; T=0.3 #/SF; B=1.0'
USE 0.5' FBD' 1.25' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC212
PERMANENT DIVERSION DITCH #7
DRAINAGE AREA= 0.50 AC; S =4.60%
Q10 = 2.4 CFS; V10= 5.18 FPS
D10= 0.50'; T=1.43 #/SF; B=2.0'
USE 0.5' FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC213
PERMANENT DIVERSION DITCH #8
DRAINAGE AREA= 1.24 AC; S = 0.6%
Q10 = 7.2 CFS; V10= 2.37 FPS
D10= 0.75'; T=0.29 #/SF; B=2.0'
USE 0.25' FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC214 3:1 SIDE SLOPES
EC215 CLASS B RIP RAP DISSIPATER PAD (12'L X 6'W X 18"D)
EC216 CLASS B RIP RAP DISSIPATER PAD (16'L X 6'W X 18"D)
EC217 CLASS A RIP RAP DISSIPATER PAD (6'L X 4.5'W X 12"D)
EC221
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).
EC222 CIRCLE K FUNDED CONSTRUCTION WORK
EC223 ILM FUNDED CONSTRUCTION WORK
EC224 CLASS B RIP RAP DISSIPATER PAD (18'L X 9'W X 18"D)
EC225 CLASS A RIP RAP DISSIPATER PAD (8'L X 6'W X 12"D)
EC226 TEMPORARY HORSESHOE INLET PROTECTION
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND ASSOCIATED WITH PHASE 2 EROSION CONTROL.
2.CONTINUE BRINGING FILL INTO THE SITE. IMPORTED MATERIAL WILL REQUIRE A PERMITTED SITE APPROVAL BEFORE THIS PROCESS BEGINS. ALL FILL
SHALL BE BROUGHT INTO THE SITE AND EVENLY SPREAD OUT THROUGH THE SITE AS SHOWN IN LIFTS OF NO MORE THAT 1.0' AT A TIME. FILL SHALL BE
ROLL COMPACTED BY A DOZER OR EQUIVALENT AS IT IS PLACED.
3.BEGIN INSTALLATION OF THE STORM PIPE SYSTEM FROM OUTLET POINT (LOW END) AND WORK UPSTREAM. PIPE INLET PROTECTION SHALL BE
UTILIZED AT THE END OF EACH WO
4.INSTALL SITE IMPROVEMENTS, STORMWATER DRAINAGE SYSTEM, UTILITY SERVICES, SIDEWALKS AND DRIVES AS SHOWN ON THE APPROVED PLANS.
ALL OPEN TRENCHES FOR UTILITY AND STORMWATER INSTALLATION SHALL BE PROTECTED FROM SEDIMENTATION BY PILING EXCAVATED MATERIAL
ON THE UPHILL SIDE OF EXCAVATION.
5.INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL
TO PREVENT ACCELERATED EROSION, OFF-SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL MEASURES MUST BE INSTALLED PER
PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE ONLY.
6.GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
·FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR
A PERIOD OF FOURTEEN (14) DAYS. SLOPES GREATER THAN 3:1 REQUIRE GROUND COVER IN 7 DAYS.
·PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND-DISTURBING
ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND
DISTURBING ACTIVITY.
·ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14) CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
8.INSTALL CURB & GUTTER AND GRAVEL BASE.
9.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION CONTROL INSPECTIONS PRIOR TO REMOVAL OR
INSTALLATION. CONTACT THE EROSION CONTROL INSPECTOR TO OBTAIN SIGN-OFF ON THE PLANS.
10.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION, AND OTHER SIMILAR
MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT
HAVE HOLES OR TEARS.
11.AT A MINIMUM OF SEVEN (7) DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT ANY REQUIRED PAPERWORK TO THE
EROSION CONTROL INSPECTORS FOR APPROVAL. FAILURE TO DO SO WILL PREVENT A CERTIFICATE OF OCCUPANCY FROM BEING ISSUED.
12.ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND OBTAIN A CERTIFICATE OF COMPLETION.
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.
BAFFLES 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 DAMAGING THE BAFFLES DURING
CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
JOB NO.
SHEET NO.
SCALE
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80'40'
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24
24
2
4
24
24
24
24 24
24 24
24
2424
242424
24
24
24
2424
24242424
24
24
24
24
24
24
24
24
24
24
2
4
24
24
24
2323
23
23
23 23 23 23
23
2
3 23
23
23
2
3
2
3
23
23
2
3
2
3
23
2
3
2
3
2
3
23
23
23
23
2323
23
23
23
23
2
3
23
23
2323
23
23
23
23
23
2
3
23
23
23
23
23
2
3
23
23
23
2
3
23
23
23
2
3
2
3
23
22
22
22
22
22
22
2
2
22
22
22
2
2
22
22
22
22
22
22
2
2
22
22
22
22
22
22
22
22
22
22
22
22
2
2
2
2
22
2
2
22
22
22 22
22
22
22
22
21
21
2121
21
21
21
2
1
21
2
1
21
2
1
21
2
1
21
21
2
1
2
1
21
2
1
2
1
21
21
21
21
21
2
1
21
21
2
1
2020
20
20
20
2
0
2
0
2
0
20
20
20
20
20
20
20
2
0
20
2020
2
0
20
20
2
0
2
0
20
2
0
2
0
2
0
20
2
0
20
2
0
2
0
20
20
1
9
1
9
1
9
19
19
19
19
19
1
9
1
9
19
19
19
19
19
1
9
1
9
1
9
1
9
19
19
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
S
A
N
S
A
N
S
A
N
S
A
N
S
A
N
SANSANSANSANSANSAN
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
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
UGT UGT
UGT UGT UGT UGT UGT UGT UGT UGT UGT
FENCE
FENCE
TREELI
N
E
TREELIN
E
TR
E
E
L
I
N
E
TREE
L
I
N
E
SW
A
L
E
36
"
R
C
P
1
5
"
R
C
P
1
5
"
R
C
P
1
8
"
R
C
P
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
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
GAS LINE DRAWN FROM
NCDOT PLANS GAS LINE DRAWN FROM
NCDOT PLANS
X
X
X
INV=14.72
15" DIP
END UNKNOWN
DIT
C
H
INTERMITTENT
STREAM
WETLAND
447± SQ. FT.
0.01± AC.
FE
N
C
E
FM
FM
FM
8"
W
A
T
E
R
L
I
N
E
3
6
"
R
C
P
AIRPORT BOULEVARD
(EXISTING NEW HANOVER COUNTY ROAD)
VARIABLE WIDTH ROW
12" PVC
12" PVC
INTERMITTENT
STREAM BUFFER
RELATIVELY PERMANENT
WATER
2,108± SQ. FT.
0.05± AC.
EC223
L
O
D
LO
D
LO
D
LOD
LOD
LOD
EC224
EC225
EC201
EC202
EC203
LOD
LO
D
LO
D
LO
D
LO
D
LOD LOD LOD
LODLODLOD
LO
D
LOD
LO
D
L
O
D
L
O
D
L
O
D
LOD
LO
D
LOD
L
O
D
LO
D
L
O
D
LO
D
LOD
LOD
LOD
15
21 18
15
20
21
15 15 19
20
15
18
20
23
16
20
15
14
1
4
1318
18 13
18
13 18
15
20
2
1
22
20
2223
15
20
EC202
EC203
1919
19
20
21
22
2
2
21
23
2
3
1
9
23
20
EC205
EC226
EC226
EC212
EC213
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
W
SILT FENCE STONE OUTLET
HORSESHOE INLET PROTECTION
SKIMMER
PERMANENT DIVERSION DITCH
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRADES SHOWN INCORRECTLY.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
7.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
10.PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
10.1.CONTRACTOR TO MOVE EXCESS SOIL EXCAVATED FROM STORMWATER CONTROL
MEASURES TO DESIGNED STOCKPILE AREA ON ILM PROPERTY. CORRDINATE WITH
ILM CONTACT ON EXACT LOCATION.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
EROSION CONTROL PLAN - PHASE II KEYNOTES
NUMBER DESCRIPTION
EC201 LIMITS OF DISTURBANCE
EC202 SILT FENCE; REFER TO DETAIL (TYP.)
EC203 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC204 TEMPORARY 25' X 100' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC205 TEMPORARY INLET PROTECTION; REFER TO DETAIL
EC206
PERMANENT DIVERSION DITCH #1
DRAINAGE AREA= 2.24 AC; S = 1.6%
Q10 = 9.5 CFS; V10=3.77 FPS
D10=1.0'; T=0.97 #/SF
USE 0.5' FBD' 1.5' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC207
PERMANENT DIVERSION DITCH #2
DRAINAGE AREA= 0.24 AC; S = 4.1%
Q10 = 1.4 CFS; V10=3.85 FPS
D10=0.5'; T=1.28 #/SF
USE 0.5' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC208
PERMANENT DIVERSION DITCH #3
DRAINAGE AREA= 0.70 AC; S = 0.8%
Q10 = 3.8 CFS; V10=2.29 FPS
D10=0.75'; T=0.4 #/SF
USE 0.25' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC209
PERMANENT DIVERSION DITCH #4
DRAINAGE AREA= 1.06 AC; S = 1.1%
Q10 = 8.3 CFS; V10= 3.2 FPS
D10=1.0'; T=0.7 #/SF
USE 0.0' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC210
PERMANENT DIVERSION DITCH #5
DRAINAGE AREA= 1.53 AC; S = 0.3%
Q10 = 11.7 CFS; V10= 2.28 FPS
D10=1.5'; T=0.31 #/SF
USE 0.0' FBD' 1.0' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC211
PERMANENT DIVERSION DITCH #6
DRAINAGE AREA= 1.22 AC; S = 0.7%
Q10 = 5.3 CFS; V10= 2.26 FPS
D10= 0.75'; T=0.3 #/SF; B=1.0'
USE 0.5' FBD' 1.25' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC212
PERMANENT DIVERSION DITCH #7
DRAINAGE AREA= 0.50 AC; S =4.60%
Q10 = 2.4 CFS; V10= 5.18 FPS
D10= 0.50'; T=1.43 #/SF; B=2.0'
USE 0.5' FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC213
PERMANENT DIVERSION DITCH #8
DRAINAGE AREA= 1.24 AC; S = 0.6%
Q10 = 7.2 CFS; V10= 2.37 FPS
D10= 0.75'; T=0.29 #/SF; B=2.0'
USE 0.25' FBD' 1.00' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC214 3:1 SIDE SLOPES
EC215 CLASS B RIP RAP DISSIPATER PAD (12'L X 6'W X 18"D)
EC216 CLASS B RIP RAP DISSIPATER PAD (16'L X 6'W X 18"D)
EC217 CLASS A RIP RAP DISSIPATER PAD (6'L X 4.5'W X 12"D)
EC221
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).
EC222 CIRCLE K FUNDED CONSTRUCTION WORK
EC223 ILM FUNDED CONSTRUCTION WORK
EC224 CLASS B RIP RAP DISSIPATER PAD (18'L X 9'W X 18"D)
EC225 CLASS A RIP RAP DISSIPATER PAD (8'L X 6'W X 12"D)
EC226 TEMPORARY HORSESHOE INLET PROTECTION
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND ASSOCIATED WITH PHASE 2 EROSION CONTROL.
2.CONTINUE BRINGING FILL INTO THE SITE. IMPORTED MATERIAL WILL REQUIRE A PERMITTED SITE APPROVAL BEFORE THIS PROCESS BEGINS. ALL FILL
SHALL BE BROUGHT INTO THE SITE AND EVENLY SPREAD OUT THROUGH THE SITE AS SHOWN IN LIFTS OF NO MORE THAT 1.0' AT A TIME. FILL SHALL BE
ROLL COMPACTED BY A DOZER OR EQUIVALENT AS IT IS PLACED.
3.BEGIN INSTALLATION OF THE STORM PIPE SYSTEM FROM OUTLET POINT (LOW END) AND WORK UPSTREAM. PIPE INLET PROTECTION SHALL BE
UTILIZED AT THE END OF EACH WO
4.INSTALL SITE IMPROVEMENTS, STORMWATER DRAINAGE SYSTEM, UTILITY SERVICES, SIDEWALKS AND DRIVES AS SHOWN ON THE APPROVED PLANS.
ALL OPEN TRENCHES FOR UTILITY AND STORMWATER INSTALLATION SHALL BE PROTECTED FROM SEDIMENTATION BY PILING EXCAVATED MATERIAL
ON THE UPHILL SIDE OF EXCAVATION.
5.INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL
TO PREVENT ACCELERATED EROSION, OFF-SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL MEASURES MUST BE INSTALLED PER
PLAN DETAIL. ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE ONLY.
6.GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
·FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR
A PERIOD OF FOURTEEN (14) DAYS. SLOPES GREATER THAN 3:1 REQUIRE GROUND COVER IN 7 DAYS.
·PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND-DISTURBING
ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND
DISTURBING ACTIVITY.
·ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14) CALENDAR DAYS FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
8.INSTALL CURB & GUTTER AND GRAVEL BASE.
9.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION CONTROL INSPECTIONS PRIOR TO REMOVAL OR
INSTALLATION. CONTACT THE EROSION CONTROL INSPECTOR TO OBTAIN SIGN-OFF ON THE PLANS.
10.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION, AND OTHER SIMILAR
MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT
HAVE HOLES OR TEARS.
11.AT A MINIMUM OF SEVEN (7) DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT ANY REQUIRED PAPERWORK TO THE
EROSION CONTROL INSPECTORS FOR APPROVAL. FAILURE TO DO SO WILL PREVENT A CERTIFICATE OF OCCUPANCY FROM BEING ISSUED.
12.ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND OBTAIN A CERTIFICATE OF COMPLETION.
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.
BAFFLES 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 DAMAGING THE BAFFLES DURING
CLEANOUT, AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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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
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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
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S
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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
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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
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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
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TREELIN
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N
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N
E
SW
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INV(S)=19.47
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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
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X
X
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15" DIP
END UNKNOWN
DIT
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INTERMITTENT
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FE
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12" PVC
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2,108± SQ. FT.
0.05± AC.
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EMERGENCY SPILLWAY / RIP RAP
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80'40'
GROUND STABILIZATION HATCHES
HATCH SITE AREA
DESCRIPTION
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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
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REFER TO NPDES STABILIZATION
NOTES AND DETAILS FOR ADDITIONAL
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JOB NO.
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DRAWN BY
DATE
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M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
F
M
W W W W W W W W W
EDGE OF PAVEM
E
N
T
CURB
&
G
U
T
T
E
R
CURB
&
G
U
T
T
E
R
EDGE
O
F
P
A
V
E
M
E
N
T
EDGE
O
F
P
A
V
E
M
E
N
T
EDGE OF PAVEMENT
O
H
T
O
H
T
O
H
T
O
H
T
G
G
G
G
G
G
G
G
G
G
G
O
H
P
O
H
P
O
H
P
O
H
P
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
U
G
P
U
G
P
U
G
P
U
G
P
UG
P
UGP
UG
P
UGP
UGP
UGP
UGP
UGP
UGP
UGP UGP UGP UGP UGP
UGT
UGT
UGT
UGT
UGT
UGT
UGT
UGT UGT UGT UGT UGT UGT
WATER VAULT
SMH-FM
RIM=23.44
X
X
X
X
X
X
X
UGT
UG
T
U
G
T
U
G
T
U
G
T
U
G
T
N
2
3
R
D
S
T
R
E
E
T
(
S
R
-
1
3
0
2
)
1
0
0
'
R
/
W
(
P
U
B
L
I
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
GAS LINE DRAWN FROM
NCDOT PLANS
AIRPO
R
T
B
O
U
L
E
V
A
R
D
(EXI
S
T
I
N
G
N
E
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
R
O
A
D
)
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
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
CU25
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.
CU09 2" x 3/4" TEE, BALL VALVE, AND 3/4" TYPE K COPPER DOMESTIC
WATER SERVICE FOR AIR AND WATER MACHINE.
CU10 WATER LINE POINT OF ENTRY TO AIR AND WATER MACHINE.
CU11 5/8" IRRIGATION METER
CU12
3/4" 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 AND WATER 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.
NTI-F
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U
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T
SAN
W
W
W
W
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
RE
V
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S
I
O
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/
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1
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0
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0
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0
C5.0
UT
I
L
I
T
Y
P
L
A
N
A. MAY
B. DOWNS
R. BAKER
09/02/2020
CI
R
C
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E
K
-
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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.UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO NEW
HANOVER COUNTY STANDARDS.
9.ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE, ASPHALT,
BRICK, TREES, SHRUBS, ETC) SHALL BE REPLACED ACCORDING TO NEW
HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS.
10.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.
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.
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
U83
U07
U07
U13
U18
U19
U54
CU04
U72
U81
INV OUT 17.24
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.
CU09 2" x 3/4" TEE, BALL VALVE, AND 3/4" TYPE K COPPER DOMESTIC
WATER SERVICE FOR AIR AND WATER MACHINE.
CU10 WATER LINE POINT OF ENTRY TO AIR AND WATER MACHINE.
CU11 5/8" IRRIGATION METER
CU12
3/4" 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 AND WATER 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.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED 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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C5.1
UT
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A. MAY
B. DOWNS
R. BAKER
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.
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
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2
3
2
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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
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21
21
21
21
21
2
1
2
1
21
21
2
1
20
20
20
20
20
20
20
202
0
20
20
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20
2
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20
20
20
19
19
1
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19
19
19
19
19
1
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1
8
1
8
1
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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
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A
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CONC.
CONC.
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5,968±
S
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F
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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
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V
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±
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G
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D
R
A
W
N
F
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T
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C
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C
SMH RIM=2
4
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0
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9
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5
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
+
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0
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+
0
0
13
+
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S
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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
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19
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23
23
22
21
20
23
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20
21
22
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25
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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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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.
DEPTH UNKNOWN.
EXISTING UNDERGROUND
TELEPHONE.
DEPTH UNKNOWN.
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
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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
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3
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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
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26
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2
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2525
25
25
25
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5
25
25
25
25
25
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EDGE OF PAV
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5,968
±
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A
C
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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
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UGT
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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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0
EXISTING GAS LINE.
DEPTH UNKNOWN.
EXISTING UNDERGROUND POWER.
DEPTH UNKNOWN.
EXISTING UNDERGROUND TELEPHONE.
DEPTH UNKNOWN.
EXISTING UNDERGROUND
TELEPHONE. DEPTH UNKNOWN.
EXISTING UNDERGROUND POWER.
DEPTH UNKNOWN.
EXISTING GAS LINE.
DEPTH UNKNOWN.
6 inch PVC
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&V
PROPOSED 8" X 12" TS&V
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
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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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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37630.054
NA
D
8
3
0
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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VARIABLE WIDTH ROW
12" PVC
12" PVC
8
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'
W
8
'
'
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8''W
S
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SA
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W
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W
W
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10' PARKING
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37.5' MAX WIDTH
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10' LANDSCAPE BUFFER
AND PARKING SETBACK
80' AIRPORT FRONT
SETBACK
50' FRONT
SETBACK
60'AIRPORT FRONT SETBACK
50' FRONT SETBACK
10' PARKING SETBACK
6,823 SF
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 (1)
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)
WL (12)
HH (7)
NO (12)
LP (58)
LP (6)
LP (14)
HH (2)
HH (2)
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
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
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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
1 LARGE TREE AND 6 SHRUBS PER
600 SF OF STREET YARD AREA
268 LF FRONTAGE X 25 =
6,700 SF
6,700 / 600 = 11.17 = 12
12 LARGE TREES
72 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 12 QUERCUS TEXANA NUTTAL OAK 1.5-2" CALIPER,
8-10' MIN. HEIGHT STREET TREES
TM 6 ACER BUERGERIANUM TRIDENT MAPLE 1.5-2" CALIPER,
6-8' MIN. HEIGHT PARKING LOT
SHRUBS
LP 84 DARUMA DWARF
LOROPETALUM LOROPETALUM 24"MIN. HT.STREET PROTECTIVE
YARD
HH 96 ILEX CRENATA HOOGENDORN
HOLLY 24" MIN. HT.STREET PROTECTIVE
YARD
WL 12 LIGUSTRUM JAPONICUM
'TEXANUM'WAXLEAF PRIVET 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
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
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
RE
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B. DOWNS
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09/02/2020
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37630.054
NA
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
1 LARGE TREE AND 6 SHRUBS PER
600 SF OF STREET YARD AREA
268 LF FRONTAGE X 25 =
6,700 SF
6,700 / 600 = 11.17 = 12
12 LARGE TREES
72 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 12 QUERCUS TEXANA NUTTAL OAK 1.5-2" CALIPER,
8-10' MIN. HEIGHT STREET TREES
TM 6 ACER BUERGERIANUM TRIDENT MAPLE 1.5-2" CALIPER,
6-8' MIN. HEIGHT PARKING LOT
SHRUBS
LP 84 DARUMA DWARF
LOROPETALUM LOROPETALUM 24"MIN. HT.STREET PROTECTIVE
YARD
HH 96 ILEX CRENATA HOOGENDORN
HOLLY 24" MIN. HT.STREET PROTECTIVE
YARD
WL 12 LIGUSTRUM JAPONICUM
'TEXANUM'WAXLEAF PRIVET 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 STONE12" MIN.
CROSS SECTION
PLAN
70' MIN.30' MIN.
15' MIN.
SEDIMENT ON SITE
BUT 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.
NTS
AGGREGATE
NTS
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
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.
NTS
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.
NTS
SW
-
2
0
.
2
5
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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"
CO
N
C
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W
A
S
H
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DR
A
W
N
B
Y
:
W
D
P
DA
T
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:
1
0
/
2
2
/
2
0
1
2
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. 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. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING
OF 6 INCHES.
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.
4"
NTS
STD. # 40.35
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
WDP10-12-2012 SKIMMER
SEDIMENT BASIN
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
WDP 1-9-2012
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
DATE: 7/11/07
1' FREEBOARD EMBANKMENT
FILTER FABRIC
REVISIONS DRAWN BY: WDP
PUBLIC WORKS DEPARTMENT
CITY OF RALEIGH
ENERGY
DISSAPATOR
TETHER
SKIMMER
EMERG
E
N
C
Y
9"-16"
STONE W/FABRIC
W/ IMPERMEABLE LINER
STONE ENERGY
DISSIPATOR
CO
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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
C7.0
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A. MAY
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09/02/2020
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JOB NO.
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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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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
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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
SK
I
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M
E
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S
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D
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BA
S
I
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:
9
/
1
/
1
3
NO
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C
A
L
E
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.
SW
-
2
0
.
1
9
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)
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
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
C7.1
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A. MAY
B. DOWNS
R. BAKER
09/02/2020
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37630.054
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED 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
RE
V
I
S
I
O
N
P
E
R
C
F
P
U
A
R
E
V
I
E
W
09
/
1
1
/
2
0
2
0
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
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S
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09
/
2
1
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2
0
2
0
EQ EQ
DIAGONAL 4"
PAINT
STRIPING AT
24" O.C.
(TRAFFIC
YELLOW)
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: 2020-06-18
0" CURB
BAND;
REFER TO
DETAIL
CK-____
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
R
E
T
E
A
P
R
O
N
F
O
R
C
A
T
C
H
B
A
S
I
N
(
P
E
R
E
A
C
H
)
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
O
N
J
O
I
N
T
EX
P
A
N
S
I
O
N
J
O
I
N
T
CO
N
T
R
O
L
JO
I
N
T
6' TYP
24' TYP
CO
N
T
R
O
L
JO
I
N
T
CO
N
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
C
U
R
B
ED
G
E
O
F
P
A
V
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 WATER PAD DETAIL
3'
6'
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: 2020-06-18
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.
C7.2
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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
V
I
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P
E
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/
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1
/
2
0
2
0
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 (2006). 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 (2006). 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 (2006). 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" S9.5B
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
FRAME
SEAT
TOP
LEG
FRAME
BRACE
1
2
3
3
3
3
6
4
5 1
1
3
7206
7228
7256
7258
7979
8000
PRODUCT NAME: SPYDER SERIES 46" ROUND TABLE WITH 3 LEGS
PRODUCT NUMBER: SY111P
MOUNTING: SURFACE MOUNT
COLOR: BLACK
PATTERN: DIAMOND
TO BE USED WITH:
PRODUCT NAME: MARKET UMBRELLAS - 2 PIECE POLE
SIZE: 7'
POLE COLOR: CHAMPAGNE
FABRIC COLOR: RED
LIFT OPTION: MANUAL
COMMERCIAL SUPPLIER: WABASH VALLEY
P.O. BOX 5
505 MAIN EAST MAIN STREET
SILVER LAKE, INDIANA 46982
TEL: (260) 352-2102
FAX: (260) 352-2160
EMAIL: wvsales@wasbashvalley.com
NOTES:
1.UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN INCHES, PER ASME Y14.5M-1994 AND AFTER COATING.
2.ALL DIMENSIONS AFTER TO PLASTISOL COATING.
3.DO NOT SCALE DRAWING.
NOT TO SCALE
46" ROUND TABLE - 3 LEG DETAIL
34 1/2"
46 3/8"
29 1/4"
19 3/8"
34 1/2"
46 3/8"
74 7/16"
68 1/16"
74 5/16"
30"
1
2
3
56
4
# CK-195
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.)
48
"
7'
-
3
"
0'
-
3
"
MI
N
.
12" MIN.
NOTES:
1.6" 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.
3.6" 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" 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.)
4" DIA SCH. 40 STEEL PIPE
BOLLARD FILLED WITH 2,500
PSI CONCRETE
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: 2020-06-18
FOAM
WRAP
(TYP.)
4"
4'
-
0
"
5'
-
0
"
T
O
B
O
T
T
O
M
O
F
L
O
W
E
S
T
R
E
Q
U
I
R
E
D
SI
G
N
O
R
P
E
R
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
G
H
T
P
O
L
E
O
R
A
S
N
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
"
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
I
S
I
O
N
D
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S
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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
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
SANITARY SEWER CLEANOUT DETAIL
1" IN GRASSY AREA
0" IN PAVED AREA
NOTES:
1. REFER TO APPLICABLE
DETAIL FOR BACKFILL AND
BEDDING INSTRUCTIONS.
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;
PER ARCH PLANS
CUT PIPE TO MATCH SLOPE
RIP RAP PAD PER
SIZING CHART
FINISH GRADE
# CK-215
REVISED: 2020-06-18
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