128-22 Town of Nags Head Oversized Plans

X
X
X
X
X
X
X
X
X X X X X X X
FUEL ISLAND
FIRE EXT
HVAC
UNITS
HVAC
SAN ALARM
SIGN "PUBLIC
WORKS
DEPT"VALVES
EXISTING
BUILDING
FFE 13.18FFE 12.46
XXX
GATE KEYPAD
FFE 12.69
EXISTING
BUILDING
8'x10'
SHED
X
X
X
X
X
X
X X X
X
X
X
XX
X
X
X
X
130.27'
6
0
.
2
5
'
60.20'
6
0
.
2
2
'
CONTROL PANEL
12'x20'
SHED
LP GAS
REFUSE
CONTAINER
STOCKPILE
GRAVEL
MIXED
PAVED &
GRAVEL
SOIL
L
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W EIGHTH STREET (50' R/W)
X
STAND PIPE
OHP
OH
P
OH
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
12'x20'
SHED
W/RAMP
15'x48'
BUILDING
CONCRETE
TANK
CONCRETE
TANK
SIGN "WATER PLANT"
X
X
X
X
X
X
CONTROL PANEL
W
W
W
W
W
GENERATOR ON
CONCRETE PAD
W/STAIRS
TBM - FH TOP NUT
ELEV 14.46
W
UFO
UF
O
UF
O
UF
O
UF
O
GRAVEL
PAVERS
P
A
V
E
R
S
X
GRAVEL
CONCRETE
CONCRETE
DOWN PIPES
GRAVEL
G
R
A
V
E
L
DI PIPE
TBM - FH TOP NUT
ELEV 12.89
UF
O
UF
O
UF
O
WATER
TOWER
GRAVEL
1500 GAL
SEPTIC TANK
SOIL
DI
RIM 11.40
DIT INV 8.88
18" CMP W/FES
INV IN 7.82
INV OUT INACCESSIBLE36 LF 18" CMP W/FES
INV IN 8.32
INV OUT 8.16
DIT INV 8.31
6" PVC
INV IN 11.16
INV OUT INACCESSIBLE
SOIL
SOIL
DIT INV 10.06
TELE PED
19 LF 15" CMP
N INV 8.68
S INV 8.62
40 LF 18" CMP W/FES
N INV 9.41
S INV 9.30
TELE PED
POND
(WSE +-7.55)
DI
RIM 9.26
LANDSCAPE
TIMBERS
DIT INV 8.23
DIT INV 9.13
DIT INV 10.12
DIT INV 9.99
DIT INV 9.58
DIT INV 10.29
DIT INV 10.55
DIT INV 10.26
DIT INV 10.32
DIT INV 10.58
28 LF 30" CPP
E INV 6.69
W INV 6.98
DIT INV 10.65
DIT INV 10.74
ALTITUDE VAULT & VALVE
FUEL KEYPAD
COMM VAULT & MARKER
COMM VAULT & MARKER
FO MARKER
TELE PED
WW
W
W
W
1500 GAL
PUMP TANK
1000 GAL GREASE TRAP
WW
W
W
W
W
W
APPROX LOCATION EX 12"
C900 PVC WATERMAIN
W
EX WASH
DOWN AREA
EX WASH PAD
EX STORMWATER
BASIN AREA
T
T
T
T
T
T
S
T
ELECTRIC PANEL
WATER SEAL PIT
NOW OR FORMERLY
AGAP NAGS HEAD LLC
PIN: 989317013690
P.C. C, SLD. 9A
D.B. 2562, PG. 235
ZONING: C3
NOW OR FORMERLY
COASTAL READY MIX CONCRETE CO
PIN: 989317021285
P.C. G, SLD. 323
D.B. 514, PG. 272
ZONING: C3
NOW OR FORMERLY
AUSTIN SEAFOOD, LLC
PIN: 989317022450
P.C. E, SLD. 487
D.B. 1774, PG. 208
ZONING: C3
NOW OR FORMERLY
WINDCHASER, LLC
PIN: 989317023158
P.C. G, SLD. 323
D.B. 1758, PG. 86
ZONING: C3
NOW OR FORMERLY
COMMERCIAL READY MIX PRODUCTS, INC
PIN: 989317025431
P.C. 2, SLD. 68
D.B. 1957, PG. 200
ZONING: C3
NOW OR FORMERLY
TOWN OF NAGS HEAD
PIN: 989317018910
P.C. C, SLD. 91
D.B. 917, PG. 811
ZONING: C3
NOW OR FORMERLY
SATTERFIELD LANDING LLC
PIN: 989317019840
P.C. H, SLD. 368
D.B. 2570, PG. 95
ZONING: C2
NOW OR FORMERLY
AGAP NAGS HEAD LLC
PIN: 989313027575
P.C. E, SLD. 261
D.B. 2562, PG. 235
ZONING: C3
NOW OR FORMERLY
TOWN OF KILL DEVIL HILLS
PIN: 988320927498
P.C. 2, SLD. 68
ZONING: LI-1
NOW OR FORMERLY
COUNTY OF DARE
PIN: 988208995994L1
ZONING: SED-80
NOW OR FORMERLY
TOWN OF NAGS HEAD
PIN: 989317012837
P.C. C, SLD. 9A
D.B. 471, PG. 6
ZONING: C3
NOW OR FORMERLY
EDWARDS PROPERTY GROUP LLC
PIN: 989313020644
P.C. E, SLD. 662
D.B. 2177, PG. 918
ZONING: LI-1
NOW OR FORMERLY
SATTERFIELD LANDING LLC
PIN: 989317122231
P.C. C, SLD. 131C
D.B. 2130, PG. 1
ZONING: C2
M
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NOW OR FORMERLY
SATTERFIELD LANDING LLC
PIN: 989317122231
P.C. C, SLD. 131C
D.B. 2130, PG. 1
ZONING: C2
COMM VAULT & MARKER
COMM VAULT & MARKER
N61°57'28"E 250.18'
S
2
7
°
5
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'
1
3
"
E

4
8
9
.
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N62°10'16"E 320.94'
S62°05'50"W 610.66'
S62°04'37"W 610.73'
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°
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"
E

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'
S62°10'48"W 315.05'
N61°48'06"E
50.02'
N61°54'36"E 240.05'
N
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°
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'
1
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W

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°
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'
N62°06'29"E
142.89'
T
S
RIPRAP
CATWALK
STAND PIPE
14'x18' SHED
ON CONCRETE
12'x12'
SHED
W
W
WOOD
WALK
EXISTING
BUILDING
FFE=14.73
49.31'
16.68'
2
2
.
2
0
'
2
2
.
0
5
'
66.00'
4
4
.
2
5
'
STAND PIPE
12" PVC
INV 7.56
STAND PIPE
STAND PIPE
CONTROL PANEL
WEATHER
MONITOR
POND
FENCE
GATE
8"
PVC
INV
10.32
GAS METER, VALVE
& REGULATOR
NOW OR FORMERLY
TOWN OF NAGS HEAD
PIN: 989317013705
P.C. C, SLD. 9A
D.B. 748, PG. 51
ZONING: C3
FUEL TANK
TROUGH
TBM - FH TOP NUT
ELEV 11.72
SOIL
NOW OR FORMERLY
TOWN OF NAGS HEAD
PIN: 988320929154
P.C. 2, SLD. 68
D.B. 65, PG. 291
ZONING: SED-80
YARD HYDRANT
TBM - FH TOP NUT
ELEV 13.41
DOWN PIPE
TBM - FH TOP NUT
ELEV 13.93
EXISTING WATERMAIN
APPROXIMATE LOCATION
8" WATER PAINT MARK
3" PCV 6" PCV
SMH
RIM 12.77
TRANSFORMER
8
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1212
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1111
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1
4 13 1
2
26.82'
1
2
.
7
8
'
ABANDONED OPEN
STORAGE TANK
X
X X X X X
X X
X
X
X X X
X
XXXXXXX
S
2
7
°
5
5
'
1
3
"
E
2
5
.
0
0
'
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
1
5
'

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0
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TBM - NAIL IN ASPHALT
ELEV 10.80
TBM - NAIL IN ASPHALT
ELEV 11.88
50
0
'

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UGP
DIRT PATH
W
W
W
W
APROX
LOCATION
EX
SEPTIC
FIELD
APPROX LOCATION
EX SEPTIC LINES
BRICK
RETAINING
WALL
X
X
X
X
XX
X
XXXXXX
FR
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NC

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Revisions
Date Project No.
Sheet No.Drawn By
Checked By
GENERAL NOTE:
Prior to construction
start. Contractor shall
verify & be responsible
for all Dimensions.
Sheet Title
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7/28/2022
1805 West City Drive, Unit E
Elizabeth City, NC 27909
TEL [phone]
FAX [phone]
www.timmons.com
THIS DRAWING PREPARED AT THE
ELIZABETH CITY OFFICE
North Carolina License No. C-1652
8/18/2022 PER TOWN AND DCM
COMMENTS
0
SCALE 1"=40'
80'40'
C1.0
KDH
JBF
EXISTING CONDITIONS
VICINITY MAP
NO SCALE
C
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SITE DATA:
1.OWNER/ARCHITECT INFORMATION:
OWNER:
TOWN OF NAGS HEAD
P.O BOX 99.
NAGS HEAD, 27959
252-441-5508
ARCHITECT:
OAKLEY COLLIER ARCHITECTS, PA
DAVID GRIFFIN; PROJECT MANAGER
109 CANDLEWOOD RD.
ROCKY MOUNT, NC 27804
252-937-2500
2.SITE INFORMATION: SITE IS ZONED C3 (COMMERCIAL SERVICES
AREA 1
PIN: 988320929154
PARCEL: 05200001
MB 65 PG 291
190,065 SF (4.36 AC)
AREA 2
PIN: 989317012837 PIN: 989317013705
PARCEL: 027934001 PARCEL: 027934002
M.B. 0471, PG. 0006 M.B. 0748, PG. 0051
91,051 SF (2.09 AC)82,417 SF (1.89 AC)
AREA 3
PIN: 989317018910
PARCEL: 027934011
M.B. 0917, PG. 0811
ZONING: C3 (COMMERCIAL SERVICES)
116,627 SF (2.67 AC)
TOTAL SITE AREA: 11.02 AC
3.BUILDING SETBACKS:
MINIMUM FRONT YARD SETBACK: 15'
MINIMUM SIDE YARD SETBACK: 15'
MINIMUM REAR YARD SET BACK: 25'
4.SITE IS LOCATED IN FLOOD ZONES "X" AS SHOWN ON FIRM PANEL 3720988300K &
372989300K, DATED JUNE, 19, 2020.
5.PARKING REQUIREMENTS:
PUBLIC WORKS FACILITY:2 SPACES PER EVERY 3 EMPLOYEES WITH A MINIMUM
OF 5 SPACES
PLUS A MINIMUM OF 1 SPACE FOR OVERSIZED
VEHICLES
TOTAL REQUIRED FOR EMPLOYEES @ 41 EMPLOYEES = 27
TOTAL PROVIDED: 50 SPACES (INCLUDING 4 ADA SPACES)
(45 PROPOSED, 5 EXISTING)
COVERED STORAGE IS PROVIDED FOR OVERSIZED VEHICLES
6.ON-SITE COVERAGE CALCULATIONS:
EXISTING COVERAGE:
MAIN SITE (AREAS 1 & 2):
BUILDING:15,593 SF
PAVEMENT: 7,851 SF
GRAVEL 32,868 SF
CONCRETE/SIDEWALK:42,588 SF
TOTAL 98,900 SF = 27.21%
ADMIN/CONVENIENCE SITE (AREA 3):
BUILDING: 245 SF
GRAVEL 19,194 SF
TOTAL 19,439 SF = 16.67%
PROPOSED COVERAGE:
COVERAGE 0-500' FROM POND:
BUILDING:23,282 SF
GRAVEL 16,704 SF
CONCRETE:43,999 SF
TOTAL 83,985 SF
SITE AREA: 286,153 SF INSIDE SETBACK
MAXIMUM ALLOWABLE COVERAGE: 30% (85,846 SF)
PROPOSED COVERAGE: 83,985 SF
COVERAGE OVER 500' FROM POND:
BUILDING:16,342 SF
GRAVEL 14,157 SF
PERMEABLE PAVERS:18,397 SF
CONCRETE:44,597 SF
TOTAL 93,493 SF
SITE AREA: 194,007 SF OUTSIDE SETBACK
MAXIMUM ALLOWABLE COVERAGE: 45% (87,303 SF)
PROPOSED COVERAGE: 48.19% TOTAL
PERVIOUS PAVERS (18,397 SF) 9.48%
IMPERVIOUS SURFACE (75,096 SF) 38.71%
MAIN SITE (AREAS 1 & 2)
BUILDING:35,953 SF
GRAVEL:16,704 SF
CONCRETE:69,914 SF
PERMEABLE PAVERS:12,865 SF
135,436 SF
ADMIN/CONVENIENCE SITE (AREA 3)
BUILDING: 3,671 SF
GRAVEL:14,157 SF
CONCRETE:18,682 SF
PERMEABLE PAVERS: 5,532 SF
42,042 SF
7.EXISTING CONDITIONS DATA IS BASED UPON A TOPOGRAPHIC SITE SURVEY THAT
WAS PERFORMED BY TIMMONS GROUP IN FEBRUARY 2022 AND AERIAL IMAGERY.
8.DISTURBED AREA WILL NOT EXCEED 5.54 ACRES
9.ANY SOIL MATERIAL REMOVED FROM THE SITE SHALL BE DEPOSITED IN AN
APPROVED LOCATION. ANY SOIL MATERIAL BROUGHT ONTO SITE SHALL COME FROM AN
APPROVED MINE.
10.THERE ARE NO 404 WETLANDS ON THE PROJECT SITE.
LEGEND
5
4
W
S
OHP
X
T
BENCHMARK
IRON ROD FOUND (IRF)
EX NATURAL GAS VALVE
EX NATURAL GAS METER
EX WATER METER
EX FIRE HYDRANT
EX WATER VALVE
EX SEWER MANHOLE
EX SEWER CLEANOUT
EX TELEPHONE PEDESTAL
EX TELECOMM VAULT
EX POWER POLE
EX GUY WIRE
EX ELECTRIC BOX
EX ELECTRIC METER
EX LIGHT POLE
EX DROP INLET
EX SIGN
EX FLAGPOLE
EX BOLLARD
PROPERTY BOUNDARY
RIGHT OF WAY
ADJACENT PROPERTY BOUNDARY
EX EDGE OF PAVEMENT
EX ROAD CENTER LINE
EX EDGE OF GRAVEL
EX FENCE
EX OVERHEAD UTILITY
EX UNDERGROUND FIBER-OPTIC
EX WATER LINE
EX EDGE OF WATER
EX DITCH CENTER LINE
EX TOP OF BANK
EX MAJOR CONTOUR
EX MINOR CONTOUR
EX STORM PIPE
EX EDGE OF TREE LINE
EX EDGE OF SHRUB LINE
EX CONCRETE
EX GRAVEL
TREE (LIVE OAK)
TREE (PINE)
UFO
X
X
X
X
X
X
X
X
X X X X X X X
FUEL ISLAND
FIRE EXT
HVAC
UNITS
HVAC
SAN ALARM
SIGN "PUBLIC
WORKS
DEPT"VALVES
EXISTING
BUILDING
FFE 13.18FFE 12.46
XXX
GATE KEYPAD
FFE 12.69
EXISTING
BUILDING
8'x10'
SHED
X
X
X
X
X
X
X X X
X
X
X
XX
X
X
X
X
130.27'
6
0
.
2
5
'
60.20'
6
0
.
2
2
'
CONTROL PANEL
12'x20'
SHED
LP GAS
REFUSE
CONTAINER
STOCKPILE
GRAVEL
MIXED
PAVED &
GRAVEL
SOIL
L
A
R
K

A
V
E
N
U
E

(
R
/
W

V
A
R
I
E
S
B
Y

M
O
N
U
M
E
N
T
A
T
I
O
N
)
L
A
R
K

A
V
E
N
U
E

(
5
0
'

R
/
W
)
P
O
N
D

A
V
E
N
U
E

(
5
0
'

R
/
W
)
W EIGHTH STREET (50' R/W)
X
STAND PIPE
OHP
OH
P
OH
P
O
H
P
O
H
P
OH
P
OH
P
OH
P
12'x20'
SHED
W/RAMP
15'x48'
BUILDING
CONCRETE
TANK
CONCRETE
TANK
SIGN "WATER PLANT"
X
X
X
X
X
X
CONTROL PANEL
W
W
W
W
W
GENERATOR ON
CONCRETE PAD
W/STAIRS
TBM - FH TOP NUT
ELEV 14.46
W
UFO
UF
O
UF
O
UF
O
UF
O
GRAVEL
PAVERS
P
A
V
E
R
S
X
GRAVEL
CONCRETE
CONCRETE
DOWN PIPES
GRAVEL
G
R
A
V
E
L
DI PIPE
TBM - FH TOP NUT
ELEV 12.89
UF
O
UF
O
UF
O
WATER
TOWER
GRAVEL
1500 GAL
SEPTIC TANK
SOIL
DI
RIM 11.40
DIT INV 8.88
18" CMP W/FES
INV IN 7.82
INV OUT INACCESSIBLE36 LF 18" CMP W/FES
INV IN 8.32
INV OUT 8.16
DIT INV 8.31
6" PVC
INV IN 11.16
INV OUT INACCESSIBLE
SOIL
SOIL
DIT INV 10.06
TELE PED
19 LF 15" CMP
N INV 8.68
S INV 8.62
40 LF 18" CMP W/FES
N INV 9.41
S INV 9.30
TELE PED
POND
(WSE +-7.55)
DI
RIM 9.26
LANDSCAPE
TIMBERS
DIT INV 8.23
DIT INV 9.13
DIT INV 10.12
DIT INV 9.99
DIT INV 9.58
DIT INV 10.29
DIT INV 10.55
DIT INV 10.26
DIT INV 10.32
DIT INV 10.58
28 LF 30" CPP
E INV 6.69
W INV 6.98
DIT INV 10.65
DIT INV 10.74
ALTITUDE VAULT & VALVE
FUEL KEYPAD
COMM VAULT & MARKER
COMM VAULT & MARKER
FO MARKER
TELE PED
WW
W
W
W
1500 GAL
PUMP TANK
1000 GAL GREASE TRAP
WW
W
W
W
W
W
APPROX LOCATION EX 12"
C900 PVC WATERMAIN
W
EX WASH
DOWN AREA
EX WASH PAD
EX STORMWATER
BASIN AREA
T
T
T
T
T
T
S
T
ELECTRIC PANEL
WATER SEAL PIT
NOW OR FORMERLY
AGAP NAGS HEAD LLC
PIN: 989317013690
P.C. C, SLD. 9A
D.B. 2562, PG. 235
ZONING: C3
NOW OR FORMERLY
COASTAL READY MIX CONCRETE CO
PIN: 989317021285
P.C. G, SLD. 323
D.B. 514, PG. 272
ZONING: C3
NOW OR FORMERLY
AUSTIN SEAFOOD, LLC
PIN: 989317022450
P.C. E, SLD. 487
D.B. 1774, PG. 208
ZONING: C3
NOW OR FORMERLY
WINDCHASER, LLC
PIN: 989317023158
P.C. G, SLD. 323
D.B. 1758, PG. 86
ZONING: C3
NOW OR FORMERLY
COMMERCIAL READY MIX PRODUCTS, INC
PIN: 989317025431
P.C. 2, SLD. 68
D.B. 1957, PG. 200
ZONING: C3
NOW OR FORMERLY
TOWN OF NAGS HEAD
PIN: 989317018910
P.C. C, SLD. 91
D.B. 917, PG. 811
ZONING: C3
NOW OR FORMERLY
SATTERFIELD LANDING LLC
PIN: 989317019840
P.C. H, SLD. 368
D.B. 2570, PG. 95
ZONING: C2
NOW OR FORMERLY
AGAP NAGS HEAD LLC
PIN: 989313027575
P.C. E, SLD. 261
D.B. 2562, PG. 235
ZONING: C3
NOW OR FORMERLY
TOWN OF KILL DEVIL HILLS
PIN: 988320927498
P.C. 2, SLD. 68
ZONING: LI-1
NOW OR FORMERLY
COUNTY OF DARE
PIN: 988208995994L1
ZONING: SED-80
NOW OR FORMERLY
TOWN OF NAGS HEAD
PIN: 989317012837
P.C. C, SLD. 9A
D.B. 471, PG. 6
ZONING: C3
NOW OR FORMERLY
EDWARDS PROPERTY GROUP LLC
PIN: 989313020644
P.C. E, SLD. 662
D.B. 2177, PG. 918
ZONING: LI-1
NOW OR FORMERLY
SATTERFIELD LANDING LLC
PIN: 989317122231
P.C. C, SLD. 131C
D.B. 2130, PG. 1
ZONING: C2
M
A
L
L
A
R
D

A
V
E
N
U
E
(
U
N
I
M
P
R
O
V
E
D

5
0
'

R
/
W

-

F
O
R
M
E
R
L
Y

3
R
D

S
T
R
E
E
T
)
NOW OR FORMERLY
SATTERFIELD LANDING LLC
PIN: 989317122231
P.C. C, SLD. 131C
D.B. 2130, PG. 1
ZONING: C2
COMM VAULT & MARKER
COMM VAULT & MARKER
N61°57'28"E 250.18'
S
2
7
°
5
5
'
1
3
"
E

4
8
9
.
9
8
'
N62°10'16"E 320.94'
S62°05'50"W 610.66'
S62°04'37"W 610.73'
S
2
7
°
5
5
'
5
7
"
E

1
3
4
.
8
5
'
S
2
7
°
5
3
'
3
0
"
E

1
4
9
.
7
3
'
N62°09'24"E 314.88'
S
2
7
°
5
4
'
5
7
"
E

3
7
0
.
3
5
'
N
2
7
°
5
3
'
2
4
"
W

3
7
0
.
2
2
'
S62°10'48"W 315.05'
N61°48'06"E
50.02'
N61°54'36"E 240.05'
N
2
7
°
5
4
'
1
0
"
W

1
3
5
.
0
6
'
N
2
8
°
0
1
'
2
5
"
W

1
4
9
.
1
0
'
N62°06'29"E
142.89'
T
S
RIPRAP
CATWALK
STAND PIPE
14'x18' SHED
ON CONCRETE
12'x12'
SHED
W
W
WOOD
WALK
EXISTING
BUILDING
FFE=14.73
49.31'
16.68'
2
2
.
2
0
'
2
2
.
0
5
'
66.00'
4
4
.
2
5
'
STAND PIPE
12" PVC
INV 7.56
STAND PIPE
STAND PIPE
CONTROL PANEL
WEATHER
MONITOR
POND
FENCE
GATE
8"
PVC
INV
10.32
GAS METER, VALVE
& REGULATOR
NOW OR FORMERLY
TOWN OF NAGS HEAD
PIN: 989317013705
P.C. C, SLD. 9A
D.B. 748, PG. 51
ZONING: C3
FUEL TANK
TROUGH
TBM - FH TOP NUT
ELEV 11.72
SOIL
NOW OR FORMERLY
TOWN OF NAGS HEAD
PIN: 988320929154
P.C. 2, SLD. 68
D.B. 65, PG. 291
ZONING: SED-80
YARD HYDRANT
TBM - FH TOP NUT
ELEV 13.41
DOWN PIPE
TBM - FH TOP NUT
ELEV 13.93
EXISTING WATERMAIN
APPROXIMATE LOCATION
8" WATER PAINT MARK
3" PCV 6" PCV
SMH
RIM 12.77
TRANSFORMER
8
9
10
11
12
1212
14
12
11
1111
10
9
8
8
9
10
10
11
12
12
11
11
11
8
9
1
0
1
0
1
0
9
9
1
0
10
11
1
1
1
1
1
1
1
1
1
0
1
0
11
11
10
11
12
10 1010
1
0
8
9
1
0
8
9
1
1
1
2
1
3
13
12
1
0
8
9
1
0
1
5
1
5
7
7
8
9
1
1
1
2
1
3
1
4
13
1
1
11
11
11
1
2
1
1
11
12
10
9
11
11
12
141312
1089 11 12 13
10 8911121314
1312
1
1
10
98
14
13
12
13
12
12
1
1
1
1
1
1
1
1
11
1
0
1
1
12
1
2
12
1
2
1
1
1
0
1
1
1
2
1
3
1
4
1
0
8
9
11
12
1
3
12
12
13
12
1
1 11
12
12
14 13 1
2
26.82'
1
2
.
7
8
'
ABANDONED OPEN
STORAGE TANK
X
X X X X X
X X
X
X
X X X
X
XXXXXXX
S
2
7
°
5
5
'
1
3
"
E
2
5
.
0
0
'
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
1
5
'

M
I
N
I
M
U
M

B
U
I
L
D
I
N
G

S
E
T
B
A
C
K
1
5
'

M
I
N
I
M
U
M

B
U
I
L
D
I
N
G

S
E
T
B
A
C
K
1
5
'

M
I
N
I
M
U
M

B
U
I
L
D
I
N
G

S
E
T
B
A
C
K
2
5
'

M
I
N
I
M
U
M

B
U
I
L
D
I
N
G

S
E
T
B
A
C
K
2
5
'

M
I
N
I
M
U
M

B
U
I
L
D
I
N
G

S
E
T
B
A
C
K
25
'

M
I
N
I
M
U
M

B
U
I
L
D
I
N
G

S
E
T
B
A
C
K
1
0
'

L
A
N
D
S
C
A
P
E

B
U
F
F
E
R
1
0
'

L
A
N
D
S
C
A
P
E

B
U
F
F
E
R
1
0
'

L
A
N
D
S
C
A
P
E

B
U
F
F
E
R
TBM - NAIL IN ASPHALT
ELEV 10.80
TBM - NAIL IN ASPHALT
ELEV 11.88
50
0
'

F
R
E
S
H

P
O
N
D

S
E
T
B
A
C
K
50
0
'

F
R
E
S
H

P
O
N
D

S
E
T
B
A
C
K
UGP
DIRT PATH
W
W
W
W
APROX
LOCATION
EX
SEPTIC
FIELD
APPROX LOCATION
EX SEPTIC LINES
BRICK
RETAINING
WALL
X
X
X
X
XX
X
XXXXXX
FR
E
S
H

P
O
N
D

N
W
L
SAW CUT APPROXIMATELY ± 44 LF
OF EXISTING ASPHALT
EXISTING TANKS
ASSOCIATED WITH
WASHDOWN SHALL
BE REMOVED
DEMOLISH
EXISTING
BUILDINGS
AND PADS
REMOVE EXISTING
OUTFALL PIPE
REMOVE EXISTING
GRAVEL
SAW CUT
APPROXIMATELY ±25 LF
EXISTING ASPHALT
AND REMOVE ALL
ASPHALT SOUTH OF CUT
REMOVE EXISTING CONCRETE
REMOVE EXISTING
FUEL TANK AND
CONCRETE PAD
REMOVE EXISTING
PARKING AND
CURB & GUTTER
REMOVE EXISTING
GRAVEL
REMOVE EXISTING ELECTRICAL
EQUIPMENT/STRUCTURES
REMOVE
EXISTING
LANDSCAPE
WALL
REMOVE EXISTING BUILDING
REMOVE EXISTING FENCE IN
SHADED AREA
FILL & DEMUCK
±29 LF OF
EXISTING DITCH
REMOVE EXISTING FENCE IN
SHADED AREA
DRY HYDRANT AND
BOLLARD TO BE
REMOVEDPIPE TO BE
REMOVED/RELOCATED
CL
R
CLR
CL
R
CLR
CL
R
CLR
CLRCLRCLRCLRCLR
CLR
CLR CLR CLR
CL
R
CLR
CLR
CLR
CL
R
CLR CLR
CL
R
CLR
CL
R
CLR
CLR
REMOVE ALL
PAVEMENT,
PAVERS, CURB
AND OTHER
FEATURES
CLEAR AND GRUB
CLEAR AND GRUB
PORTION OF RETAINING
WALL TO BE REMOVED
CLR CLRCLRCLR CLR CLR
REMOVE EXISTING FENCE
AND GATE IN SHADED AREA
CLEAR AS NECESSARY FOR
INSTALLATION OF SWALE
NC

G
R
I
D

N
A
D

8
3

(
2
0
1
1
)
Revisions
Date Project No.
Sheet No.Drawn By
Checked By
GENERAL NOTE:
Prior to construction
start. Contractor shall
verify & be responsible
for all Dimensions.
Sheet Title
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7/28/2022
1805 West City Drive, Unit E
Elizabeth City, NC 27909
TEL [phone]
FAX [phone]
www.timmons.com
THIS DRAWING PREPARED AT THE
ELIZABETH CITY OFFICE
North Carolina License No. C-1652
8/18/2022 PER TOWN AND DCM
COMMENTS
0
SCALE 1"=40'
80'40'
C1.1
KDH
JBF
DEMOLITION PLAN
VICINITY MAP
NO SCALE
C
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8
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T
W
O
O
D

S
T
W 8TH

S
T
M
A
L
L
A
R
D

A
V
E
SITE
V
I
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-
1
2
SITE DATA:
1.OWNER/ARCHITECT INFORMATION:
OWNER:
TOWN OF NAGS HEAD
P.O BOX 99.
NAGS HEAD, 27959
252-441-5508
ARCHITECT:
OAKLEY COLLIER ARCHITECTS, PA
DAVID GRIFFIN; PROJECT MANAGER
109 CANDLEWOOD RD.
ROCKY MOUNT, NC 27804
252-937-2500
2.SITE INFORMATION: SITE IS ZONED C3 (COMMERCIAL SERVICES
AREA 1
PIN: 988320929154
PARCEL: 05200001
MB 65 PG 291
190,065 SF (4.36 AC)
AREA 2
PIN: 989317012837 PIN: 989317013705
PARCEL: 027934001 PARCEL: 027934002
M.B. 0471, PG. 0006 M.B. 0748, PG. 0051
91,051 SF (2.09 AC)82,417 SF (1.89 AC)
AREA 3
PIN: 989317018910
PARCEL: 027934011
M.B. 0917, PG. 0811
ZONING: C3 (COMMERCIAL SERVICES)
116,627 SF (2.67 AC)
TOTAL SITE AREA: 11.02 AC
3.BUILDING SETBACKS:
MINIMUM FRONT YARD SETBACK: 15'
MINIMUM SIDE YARD SETBACK: 15'
MINIMUM REAR YARD SET BACK: 25'
4.SITE IS LOCATED IN FLOOD ZONES "X" AS SHOWN ON FIRM PANEL 3720988300K &
372989300K, DATED JUNE, 19, 2020.
5.PARKING REQUIREMENTS:
PUBLIC WORKS FACILITY:2 SPACES PER EVERY 3 EMPLOYEES WITH A MINIMUM
OF 5 SPACES
PLUS A MINIMUM OF 1 SPACE FOR OVERSIZED
VEHICLES
TOTAL REQUIRED FOR EMPLOYEES @ 41 EMPLOYEES = 27
TOTAL PROVIDED: 50 SPACES (INCLUDING 4 ADA SPACES)
(45 PROPOSED, 5 EXISTING)
COVERED STORAGE IS PROVIDED FOR OVERSIZED VEHICLES
6.ON-SITE COVERAGE CALCULATIONS:
EXISTING COVERAGE:
MAIN SITE (AREAS 1 & 2):
BUILDING:15,593 SF
PAVEMENT: 7,851 SF
GRAVEL 32,868 SF
CONCRETE/SIDEWALK:42,588 SF
TOTAL 98,900 SF = 27.21%
ADMIN/CONVENIENCE SITE (AREA 3):
BUILDING: 245 SF
GRAVEL 19,194 SF
TOTAL 19,439 SF = 16.67%
PROPOSED COVERAGE:
COVERAGE 0-500' FROM POND:
BUILDING:23,282 SF
GRAVEL 16,704 SF
CONCRETE:43,999 SF
TOTAL 83,985 SF
SITE AREA: 286,153 SF INSIDE SETBACK
MAXIMUM ALLOWABLE COVERAGE: 30% (85,846 SF)
PROPOSED COVERAGE: 83,985 SF
COVERAGE OVER 500' FROM POND:
BUILDING:16,342 SF
GRAVEL 14,157 SF
PERMEABLE PAVERS:18,397 SF
CONCRETE:44,597 SF
TOTAL 93,493 SF
SITE AREA: 194,007 SF OUTSIDE SETBACK
MAXIMUM ALLOWABLE COVERAGE: 45% (87,303 SF)
PROPOSED COVERAGE: 48.19% TOTAL
PERVIOUS PAVERS (18,397 SF) 9.48%
IMPERVIOUS SURFACE (75,096 SF) 38.71%
MAIN SITE (AREAS 1 & 2)
BUILDING:35,953 SF
GRAVEL:16,704 SF
CONCRETE:69,914 SF
PERMEABLE PAVERS:12,865 SF
135,436 SF
ADMIN/CONVENIENCE SITE (AREA 3)
BUILDING: 3,671 SF
GRAVEL:14,157 SF
CONCRETE:18,682 SF
PERMEABLE PAVERS: 5,532 SF
42,042 SF
7.EXISTING CONDITIONS DATA IS BASED UPON A TOPOGRAPHIC SITE SURVEY THAT
WAS PERFORMED BY TIMMONS GROUP IN FEBRUARY 2022 AND AERIAL IMAGERY.
8.DISTURBED AREA WILL NOT EXCEED 5.54 ACRES
9.ANY SOIL MATERIAL REMOVED FROM THE SITE SHALL BE DEPOSITED IN AN
APPROVED LOCATION. ANY SOIL MATERIAL BROUGHT ONTO SITE SHALL COME FROM AN
APPROVED MINE.
10.THERE ARE NO 404 WETLANDS ON THE PROJECT SITE.
AREA TO BE REMOVED
REMOVE TREE
REMOVE GROUP OF TREES
SEE SHEET 3.0 FOR EROSION
CONTROL REQUIREMENTS PRIOR
TO COMMENCEMENT OF DEMOLITION
DEMOLITION NOTES:
1.SEE PHASE 1 EROSION CONTROL PLAN PRIOR TO BEGINNING
THIS PHASE OF DEMOLITION
2.BUILDING SLABS, FOUNDATIONS AND APPURTENANCES SHALL
BE REMOVED IN ENTIRETY.
3.UNDERGROUND UTILITIES (WATER, SEWER, GAS AND WIRE
UTILITIES) WITHIN THE LIMITS OF DEMOLITION SHALL BE
REMOVED IN ENTIRETY UNLESS OTHERWISE NOTED.
REMOVAL/ABANDONMENT OF UTILITIES SHALL BE
COORDINATED WITH THE UTILITY PROVIDER.
4.STORM DRAINAGE PIPING AND STRUCTURES WITHIN THE
LIMITS OF DEMOLITION SHALL BE REMOVED IN ENTIRETY
UNLESS OTHERWISE NOTED.
5.TRENCHES AND EXCAVATIONS CREATED DURING DEMOLITION
SHALL BE BACKFILLED WITH SELECT FILL MATERIAL TO
EXISTING GRADE AND PROPERLY COMPACTED IN
ACCORDANCE WITH THE SPECIFICATIONS.
6.ALL SIDEWALKS, PAVEMENT AND CURB AND GUTTER BEING
REMOVED SHALL BE SAW CUT AT LIMITS OF REMOVAL. IF A
CONSTRUCTION JOINT IS LOCATED WITHIN 6' OF LIMITS OF
REMOVAL, REMOVE FEATURE TO THE JOINT LOCATION.
7.TREES NOT NOTED TO BE REMOVED SHALL BE PROTECTED
DURING DEMOLITION ACTIVITIES.
8.CONTRACTOR SHALL NOTIFY OWNERS/OCCUPANTS OF
SURROUNDING PROPERTIES OF ANY PLANNED DISRUPTION
OF UTILITIES.
9.THERE IS EVIDENCE OF AN EXISTING UNDERGROUND FUEL
STORAGE TANK ON SITE. ANY SUCH TANK DISCOVERED
DURING DEMOLITION SHALL BE REMOVED AND THE
EXCAVATION SHALL BE BACKFILLED AND COMPACTED. ANY
SOILS EXCAVATED DURING DEMOLITION OR CONSTRUCTION
THAT SHOW EVIDENCE OF PETROLEUM CONTAMINATION,
SUCH AS STAINED SOILS, ODORS, OR FREE PRODUCT, MUST
BE REPORTED IMMEDIATELY TO THE LOCAL FIRE MARSHALL
TO DETERMINE WHETHER EXPLOSIVE OR INHALATION
HAZARDS EXIST. ALSO, THE UST SECTION OF THE
WASHINGTON REGIONAL OFFICE OF NCDEQ SHALL BE
NOTIFIED AT [phone]. PETROLEUM CONTAMINATED
SOILS MUST BE HANDLED IN ACCORDANCE WITH ALL
APPLICABLE REGULATIONS.
10.EXISTING SEPTIC SYSTEMS ARE TO REMAIN. NITRIFICATION
FIELDS SHALL BE PROTECTED DURING DEMOLITION &
CONSTRUCTION. NO PARKING OR MATERIAL STORAGE IS
PERMITTED WITHIN LIMITS OF SEPTIC SYSTEMS
LEGEND
5
4
W
S
OHP
X
T
BENCHMARK
IRON ROD FOUND (IRF)
EX NATURAL GAS VALVE
EX NATURAL GAS METER
EX WATER METER
EX FIRE HYDRANT
EX WATER VALVE
EX SEWER MANHOLE
EX SEWER CLEANOUT
EX TELEPHONE PEDESTAL
EX TELECOMM VAULT
EX POWER POLE
EX GUY WIRE
EX ELECTRIC BOX
EX ELECTRIC METER
EX LIGHT POLE
EX DROP INLET
EX SIGN
EX FLAGPOLE
EX BOLLARD
PROPERTY BOUNDARY
RIGHT OF WAY
ADJACENT PROPERTY BOUNDARY
EX EDGE OF PAVEMENT
EX ROAD CENTER LINE
EX EDGE OF GRAVEL
EX FENCE
EX OVERHEAD UTILITY
EX UNDERGROUND FIBER-OPTIC
EX WATER LINE
EX EDGE OF WATER
EX DITCH CENTER LINE
EX TOP OF BANK
EX MAJOR CONTOUR
EX MINOR CONTOUR
EX STORM PIPE
EX EDGE OF TREE LINE
EX EDGE OF SHRUB LINE
EX CONCRETE
EX GRAVEL
TREE (LIVE OAK)
TREE (PINE)
UFO
CLR TREE CLEARING LIMITS
X
X
X
X
X
X
X
X
FACILITIES & SANITATION
(FLEET MAINTENANCE)
15,600 SF
FFE 12.50
ADMIN BLDG
3,600 SF
FFE 12.80
WATER
DISTRIBUTION BLDG
4,852 SF
FFE 12.00
NAGS HEAD
EQUIPMENT
2,000 SF
FFE 12.00
X
X
X
X
X
X X X X X X X
SAN ALARM
SIGN "PUBLIC
WORKS
DEPT"
XXX
GATE KEYPAD
X
X
X
X
X
X
X X X
X
X
X
XX
X
X
X
X
CONTROL PANEL L
A
R
K

A
V
E
N
U
E

(
R
/
W

V
A
R
I
E
S
B
Y

M
O
N
U
M
E
N
T
A
T
I
O
N
)
L
A
R
K

A
V
E
N
U
E

(
5
0
'

R
/
W
)
P
O
N
D

A
V
E
N
U
E

(
5
0
'

R
/
W
)
W EIGHTH STREET (50' R/W)
X
STAND PIPE
OHP
OH
P
OH
P
OH
P
O
H
P
OH
P
OH
P
OH
P
12'x20'
SHED
W/RAMP
15'x48'
BUILDING
CONCRETE
TANK
CONCRETE
TANK
SIGN "WATER PLANT"
X
X
X
X
X
X
CONTROL PANEL
GENERATOR ON
CONCRETE PAD
W/STAIRS
TBM - FH TOP NUT
ELEV 14.46
UFO
UF
O
UF
O
UF
O
UF
O
X
DOWN PIPES
GRAVEL
G
R
A
V
E
L
DI PIPE
TBM - FH TOP NUT
ELEV 12.89
UF
O
UF
O
UF
O
WATER
TOWER
GRAVEL
1500 GAL
SEPTIC TANK
DIT INV 10.06
TELE PED
TELE PED
POND
(WSE +-7.55)
DIT INV 10.12
DIT INV 9.99
DIT INV 10.55
DIT INV 10.65
DIT INV 10.74
ALTITUDE VAULT & VALVE
COMM VAULT & MARKER
COMM VAULT & MARKER
TELE PED
1500 GAL
PUMP TANK
T
T
T
T
T
T
S
T
WATER SEAL PIT
M
A
L
L
A
R
D

A
V
E
N
U
E
(
U
N
I
M
P
R
O
V
E
D

5
0
'

R
/
W

-

F
O
R
M
E
R
L
Y

3
R
D

S
T
R
E
E
T
)
COMM VAULT & MARKER
COMM VAULT & MARKER
N61°57'28"E 250.18'
S
2
7
°
5
5
'
1
3
"
E

4
8
9
.
9
8
'
N62°10'16"E 320.94'
S62°05'50"W 610.66'
S62°04'37"W 610.73'
S
2
7
°
5
5
'
5
7
"
E

1
3
4
.
8
5
'
S
2
7
°
5
3
'
3
0
"
E

1
4
9
.
7
3
'
N62°09'24"E 314.88'
S
2
7
°
5
4
'
5
7
"
E

3
7
0
.
3
5
'
N
2
7
°
5
3
'
2
4
"
W

3
7
0
.
2
2
'
S62°10'48"W 315.05'
N61°48'06"E
50.02'
N61°54'36"E 240.05'
N
2
7
°
5
4
'
1
0
"
W

1
3
5
.
0
6
'
N
2
8
°
0
1
'
2
5
"
W

1
4
9
.
1
0
'
N62°06'29"E
142.89'
T
S
RIPRAP
CATWALK
STAND PIPE
14'x18' SHED
ON CONCRETE
12'x12'
SHED
WOOD
WALK
EXISTING
BUILDING
FFE=14.73
49.31'
16.68'
2
2
.
2
0
'
2
2
.
0
5
'
66.00'
4
4
.
2
5
'
STAND PIPE
STAND PIPE
STAND PIPE
CONTROL PANEL
WEATHER
MONITOR
POND
TBM - FH TOP NUT
ELEV 11.72
YARD HYDRANT
TBM - FH TOP NUT
ELEV 13.41
DOWN PIPE
EXISTING WATERMAIN
APPROXIMATE LOCATION
8" WATER PAINT MARK
3" PCV 6" PCV
SMH
RIM 12.77
TRANSFORMER
26.82'
1
2
.
7
8
'
ABANDONED OPEN
STORAGE TANK
S
2
7
°
5
5
'
1
3
"
E
2
5
.
0
0
'
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
1
5
'

M
I
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B
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B
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1
5
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B
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1
5
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B
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2
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2
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25
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B
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1
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F
F
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R
1
0
'

L
A
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S
C
A
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U
F
F
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R
1
0
'

L
A
N
D
S
C
A
P
E

B
U
F
F
E
R
TBM - NAIL IN ASPHALT
ELEV 10.80
TBM - NAIL IN ASPHALT
ELEV 11.88
50
0
'

F
R
E
S
H

P
O
N
D

S
E
T
B
A
C
K
50
0
'

F
R
E
S
H

P
O
N
D

S
E
T
B
A
C
K
UGP
DIRT PATH
APROX
LOCATION
EX
SEPTIC
FIELD
APPROX LOCATION
EX SEPTIC LINES
BRICK
RETAINING
WALL
XXXXXX
FR
E
S
H

P
O
N
D

N
W
L
COVERED
PARKING
2,944 SF
COVERED
PARKING
4,020 SF
BULK
STORAGE
VE
H
I
C
L
E

W
A
S
H
D
O
W
N
UNUSED
VEHICLES
DUMPSTER ACCESS
PLATFORM (4' ABOVE
GRADE DESIGN BY
OTHERS)RAMP
ROLL OFF
DUMPSTER
(TYP)
REFUSE CONTAINER
(TYP)
RAM
P
26.96'
INFILTRATION
BASIN
FENCED
STORAGE
AREA
C2.1
C2.2 C2.3
INFILTRATION BASIN
FUEL
PUMPS
DROP INLET (TYP)
DROP INLET (TYP)
DROP INLET (TYP)
NC

G
R
I
D

N
A
D

8
3

(
2
0
1
1
)
Revisions
Date Project No.
Sheet No.Drawn By
Checked By
GENERAL NOTE:
Prior to construction
start. Contractor shall
verify & be responsible
for all Dimensions.
Sheet Title
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7/28/2022
1805 West City Drive, Unit E
Elizabeth City, NC 27909
TEL [phone]
FAX [phone]
www.timmons.com
THIS DRAWING PREPARED AT THE
ELIZABETH CITY OFFICE
North Carolina License No. C-1652
8/18/2022 PER TOWN AND DCM
COMMENTS
0
SCALE 1"=40'
80'40'
C2.0
KDH
JBF
SITE PLAN
OVERVIEW
VICINITY MAP
NO SCALE
C
R
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-

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.

1
5
8
W
R
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W
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S
T
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S
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SITE
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1
2
SITE DATA:
1.OWNER/ARCHITECT INFORMATION:
OWNER:
TOWN OF NAGS HEAD
P.O BOX 99.
NAGS HEAD, 27959
252-441-5508
ARCHITECT:
OAKLEY COLLIER ARCHITECTS, PA
DAVID GRIFFIN; PROJECT MANAGER
109 CANDLEWOOD RD.
ROCKY MOUNT, NC 27804
252-937-2500
2.SITE INFORMATION: SITE IS ZONED C3 (COMMERCIAL SERVICES
AREA 1
PIN: 988320929154
PARCEL: 05200001
MB 65 PG 291
190,065 SF (4.36 AC)
AREA 2
PIN: 989317012837 PIN: 989317013705
PARCEL: 027934001 PARCEL: 027934002
M.B. 0471, PG. 0006 M.B. 0748, PG. 0051
91,051 SF (2.09 AC)82,417 SF (1.89 AC)
AREA 3
PIN: 989317018910
PARCEL: 027934011
M.B. 0917, PG. 0811
ZONING: C3 (COMMERCIAL SERVICES)
116,627 SF (2.67 AC)
TOTAL SITE AREA: 11.02 AC
3.BUILDING SETBACKS:
MINIMUM FRONT YARD SETBACK: 15'
MINIMUM SIDE YARD SETBACK: 15'
MINIMUM REAR YARD SET BACK: 25'
4.SITE IS LOCATED IN FLOOD ZONES "X" AS SHOWN ON FIRM PANEL 3720988300K &
372989300K, DATED JUNE, 19, 2020.
5.PARKING REQUIREMENTS:
PUBLIC WORKS FACILITY:2 SPACES PER EVERY 3 EMPLOYEES WITH A MINIMUM
OF 5 SPACES
PLUS A MINIMUM OF 1 SPACE FOR OVERSIZED
VEHICLES
TOTAL REQUIRED FOR EMPLOYEES @ 41 EMPLOYEES = 27
TOTAL PROVIDED: 50 SPACES (INCLUDING 4 ADA SPACES)
(45 PROPOSED, 5 EXISTING)
COVERED STORAGE IS PROVIDED FOR OVERSIZED VEHICLES
6.ON-SITE COVERAGE CALCULATIONS:
EXISTING COVERAGE:
MAIN SITE (AREAS 1 & 2):
BUILDING:15,593 SF
PAVEMENT: 7,851 SF
GRAVEL 32,868 SF
CONCRETE/SIDEWALK:42,588 SF
TOTAL 98,900 SF = 27.21%
ADMIN/CONVENIENCE SITE (AREA 3):
BUILDING: 245 SF
GRAVEL 19,194 SF
TOTAL 19,439 SF = 16.67%
PROPOSED COVERAGE:
COVERAGE 0-500' FROM POND:
BUILDING:23,282 SF
GRAVEL 16,704 SF
CONCRETE:43,999 SF
TOTAL 83,985 SF
SITE AREA: 286,153 SF INSIDE SETBACK
MAXIMUM ALLOWABLE COVERAGE: 30% (85,846 SF)
PROPOSED COVERAGE: 83,985 SF
COVERAGE OVER 500' FROM POND:
BUILDING:16,342 SF
GRAVEL 14,157 SF
PERMEABLE PAVERS:18,397 SF
CONCRETE:44,597 SF
TOTAL 93,493 SF
SITE AREA: 194,007 SF OUTSIDE SETBACK
MAXIMUM ALLOWABLE COVERAGE: 45% (87,303 SF)
PROPOSED COVERAGE: 48.19% TOTAL
PERVIOUS PAVERS (18,397 SF) 9.48%
IMPERVIOUS SURFACE (75,096 SF) 38.71%
MAIN SITE (AREAS 1 & 2)
BUILDING:35,953 SF
GRAVEL:16,704 SF
CONCRETE:69,914 SF
PERMEABLE PAVERS:12,865 SF
135,436 SF
ADMIN/CONVENIENCE SITE (AREA 3)
BUILDING: 3,671 SF
GRAVEL:14,157 SF
CONCRETE:18,682 SF
PERMEABLE PAVERS: 5,532 SF
42,042 SF
7.EXISTING CONDITIONS DATA IS BASED UPON A TOPOGRAPHIC SITE SURVEY THAT
WAS PERFORMED BY TIMMONS GROUP IN FEBRUARY 2022 AND AERIAL IMAGERY.
8.DISTURBED AREA WILL NOT EXCEED 5.54 ACRES
9.ANY SOIL MATERIAL REMOVED FROM THE SITE SHALL BE DEPOSITED IN AN
APPROVED LOCATION. ANY SOIL MATERIAL BROUGHT ONTO SITE SHALL COME FROM AN
APPROVED MINE.
10.THERE ARE NO 404 WETLANDS ON THE PROJECT SITE.
LEGEND
5
4
W
S
OHP
X
T
BENCHMARK
IRON ROD FOUND (IRF)
EX NATURAL GAS VALVE
EX NATURAL GAS METER
EX WATER METER
EX FIRE HYDRANT
EX WATER VALVE
EX SEWER MANHOLE
EX SEWER CLEANOUT
EX TELEPHONE PEDESTAL
EX TELECOMM VAULT
EX POWER POLE
EX GUY WIRE
EX ELECTRIC BOX
EX ELECTRIC METER
EX LIGHT POLE
EX DROP INLET
EX SIGN
EX FLAGPOLE
EX BOLLARD
PROP DROP INLET
PROP DOWNSPOUT
PROP FROST PROOF HYDRANT
PROP FDC
PROP WATER VALVE
PROP WATER METER
PROP SEWER CLEANOUT
PROPERTY BOUNDARY
RIGHT OF WAY
ADJACENT PROPERTY BOUNDARY
EX EDGE OF PAVEMENT
EX ROAD CENTER LINE
EX EDGE OF GRAVEL
EX FENCE
EX OVERHEAD UTILITY
EX UNDERGROUND FIBER-OPTIC
EX WATER LINE
EX EDGE OF WATER
EX DITCH CENTER LINE
EX TOP OF BANK
EX MAJOR CONTOUR
EX MINOR CONTOUR
EX STORM PIPE
EX EDGE OF TREE LINE
EX EDGE OF SHRUB LINE
EX CONCRETE
EX GRAVEL
TREE (LIVE OAK)
TREE (PINE)
PROP EDGE OF TREE LINE
PROP DITCH CENTERLINE
PROP FENCE (6' CHAINLINK)
PROP CONCRETE PAVEMENT
PROP SIDEWALK
PROP PERMEABLE PAVERS (INTERLOCKING)
PROP GRAVEL
PROP PERMEABLE PAVERS (TURF BLOCKS)
UFO
X
CANOPY TREES SHALL BE A MINIMUM OF 8' IN HEIGHT AND HAVE A M
SHRUBS SHALL BE A MINIMUM OF 18" IN HEIGHT (3 GAL)
LANDSCAPE AREAS AROUND TREES AND SHRUBS WHERE NO GRASS IS
PLANTED SHALL BE COVERED WITH NATURAL MULCH AT A MINIMUM
DEPTH OF 3"
LANDSCAPE AREAS SHALL BE WATERED REGULARLY TO INSURE
SURVIVABILITY OF ALL PLANTINGS.
LANDSCAPING SHALL BE INSTALLED SUCH THAT 2' OF SEPARATION IS
MAINTAINED BETWEEN MATURE PLANTS AND PAVEMENT AND SO THERE
IS 6' OF SEPARATION BETWEEN MATURE PLANTS AND ELECTRICAL
TRANSFORMER.
LANDSCAPE LEGEND
SHADE TREES
SHRUBS
GRASSES
4
35
69
PLANT NAME QTY
X
X
X
X
X
X X X X X X X
SAN ALARM
SIGN "PUBLIC
WORKS
DEPT"
XXX
GATE KEYPAD
X
X
X
X
X
X
X X X
X
X
X
XX
X
X
X
X
CONTROL PANEL L
A
R
K

A
V
E
N
U
E

(
R
/
W

V
A
R
I
E
S
B
Y

M
O
N
U
M
E
N
T
A
T
I
O
N
)
L
A
R
K

A
V
E
N
U
E

(
5
0
'

R
/
W
)
P
O
N
D

A
V
E
N
U
E

(
5
0
'

R
/
W
)
W EIGHTH STREET (50' R/W)
X
STAND PIPE
OHP
OH
P
OH
P
OH
P
O
H
P
OH
P
OH
P
OH
P
12'x20'
SHED
W/RAMP
15'x48'
BUILDING
CONCRETE
TANK
CONCRETE
TANK
SIGN "WATER PLANT"
X
X
X
X
X
X
CONTROL PANEL
W
W
W
W
W
GENERATOR ON
CONCRETE PAD
W/STAIRS
TBM - FH TOP NUT
ELEV 14.46
W
UFO
UF
O
UF
O
UF
O
UF
O
X
DOWN PIPES
GRAVEL
G
R
A
V
E
L
DI PIPE
TBM - FH TOP NUT
ELEV 12.89
UF
O
UF
O
UF
O
WATER
TOWER
GRAVEL
1500 GAL
SEPTIC TANK
DI
18" CMP W/FES
INV IN 7.82
INV OUT INACCESSIBLE36 LF 18" CMP W/FES
INV IN 8.32
INV OUT 8.16
DIT INV 8.31
DIT INV 10.06
TELE PED
40 LF 18" CMP W/FES
N INV 9.41
S INV 9.30
TELE PED
POND
(WSE +-7.55)
DI
RIM 9.26
DIT INV 8.23
DIT INV 10.12
DIT INV 9.99
DIT INV 10.29
DIT INV 10.55
DIT INV 10.32
DIT INV 10.58
28 LF 30" CPP
E INV 6.69
W INV 6.98
DIT INV 10.65
DIT INV 10.74
ALTITUDE VAULT & VALVE
COMM VAULT & MARKER
COMM VAULT & MARKER
TELE PED
WW
W
W
W
1500 GAL
PUMP TANK
WW
W
W
W
W
W
W
T
T
T
T
T
T
S
T
WATER SEAL PIT
M
A
L
L
A
R
D

A
V
E
N
U
E
(
U
N
I
M
P
R
O
V
E
D

5
0
'

R
/
W

-

F
O
R
M
E
R
L
Y

3
R
D

S
T
R
E
E
T
)
COMM VAULT & MARKER
COMM VAULT & MARKER
N61°57'28"E 250.18'
S
2
7
°
5
5
'
1
3
"
E

4
8
9
.
9
8
'
N62°10'16"E 320.94'
S62°05'50"W 610.66'
S62°04'37"W 610.73'
S
2
7
°
5
5
'
5
7
"
E

1
3
4
.
8
5
'
S
2
7
°
5
3
'
3
0
"
E

1
4
9
.
7
3
'
N62°09'24"E 314.88'
S
2
7
°
5
4
'
5
7
"
E

3
7
0
.
3
5
'
N
2
7
°
5
3
'
2
4
"
W

3
7
0
.
2
2
'
S62°10'48"W 315.05'
N61°48'06"E
50.02'
N61°54'36"E 240.05'
N
2
7
°
5
4
'
1
0
"
W

1
3
5
.
0
6
'
N
2
8
°
0
1
'
2
5
"
W

1
4
9
.
1
0
'
N62°06'29"E
142.89'
T
S
RIPRAP
CATWALK
STAND PIPE
14'x18' SHED
ON CONCRETE
12'x12'
SHED
W
W
WOOD
WALK
EXISTING
BUILDING
FFE=14.73
49.31'
16.68'
2
2
.
2
0
'
2
2
.
0
5
'
66.00'
4
4
.
2
5
'
STAND PIPE
STAND PIPE
STAND PIPE
CONTROL PANEL
WEATHER
MONITOR
POND
TBM - FH TOP NUT
ELEV 11.72
YARD HYDRANT
TBM - FH TOP NUT
ELEV 13.41
DOWN PIPE
EXISTING WATERMAIN
APPROXIMATE LOCATION
8" WATER PAINT MARK
3" PCV 6" PCV
SMH
RIM 12.77
TRANSFORMER
8
9
10
11
12
1212
14
12
11
111
1
10
9
8
8
9
10
10
11
12
12
11
11
11
8
9
1
0
1
0
1
0
9
9
1
0
10
11
1
1
1
1
1
1
1
1
1
0
1
0
11
11
10
11
12
10 1010
1
0
8
9
1
0
8
9
1
1
1
2
1
3
13
12
1
0
8
9
1
0
1
5
1
5
7
7
8
9
1
1
1
2
1
3
1
4
13
11
11
11
11
1
2
1
1
11
12
10
9
11
11
12
14
1312
1089 11 12 13
10 8911121314
1312
1
1
10
98
14
13
12
13
12
12
1
1
1
1
1
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11
1
0
1
1
12
1
2
12
1
2
1
1
1
0
1
1
1
2
1
3
1
4
1
0
8
9
11
12
1
3
12
12
13
12
1
1 11
12
12
14 13 1
2
26.82'
1
2
.
7
8
'
ABANDONED OPEN
STORAGE TANK
S
2
7
°
5
5
'
1
3
"
E
2
5
.
0
0
'
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
15' MINIMUM BUILDING SETBACK
1
5
'

M
I
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I
M
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M

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I
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I
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T
B
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1
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T
B
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M
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U
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L
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I
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G

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E
T
B
A
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2
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M
I
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B
U
I
L
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I
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G

S
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T
B
A
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K
2
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M
I
N
I
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U
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25
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M
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B
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1
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L
A
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D
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F
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R
1
0
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L
A
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F
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R
1
0
'

L
A
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S
C
A
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B
U
F
F
E
R
TBM - NAIL IN ASPHALT
ELEV 10.80
TBM - NAIL IN ASPHALT
ELEV 11.88
50
0
'

F
R
E
S
H

P
O
N
D

S
E
T
B
A
C
K
50
0
'

F
R
E
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H

P
O
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E
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B
A
C
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UGP
DIRT PATH
W
W
W
W
APROX
LOCATION
EX
SEPTIC
FIELD
APPROX LOCATION
EX SEPTIC LINES
BRICK
RETAINING
WALL
XXXXXX
FR
E
S
H

P
O
N
D

N
W
L
X
X
X
X
X
X
X
X
FACILITIES & SANITATION
(FLEET MAINTENANCE)
15,600 SF
FFE 12.50
ADMIN BLDG
3,600 SF
FFE 12.80
WATER
DISTRIBUTION BLDG
4,852 SF
FFE 12.00
NAGS HEAD
EQUIPMENT
2,000 SF
FFE 12.00
XXXXXXXXXXXX
12.5
1
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FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W
W
W W W W
W W W
W
APPROXIMATE LOCATION
PROPOSED WATER SERVICE
APPROXIMATE LOCATION
PROPOSED WATER SERVICE
APPROXIMATE LOCATION
PROPOSED WATER
SERVICE
FROST PROOF
YARD HYDRANT
PROPOSED SEPTIC FIELD - LPP,
4 LINES @ 48 LF (5' O.C.)
5,000 SF REPAIR AREA
(DESIGNED BY OTHERS)
PROPOSED SEPTIC FIELD - LPP,
4 LINES @ 48 LF (5' O.C.)
5,000 SF REPAIR AREA
(DESIGNED BY OTHERS)
1280 SF SEPTIC
REPAIR AREA
PROPOSED PUMP
STATION
PROPOSED
SEWER
FORCEMAIN
TIE FORCEMAIN TO
EXISTING SEPTIC TANK
6" TAPPING SLEEVE
6" TAPPING VALVE
290 LF 6" C900 PVC FIRE SERVICE
LINE. TRANSITION TO DUCTILE
IRON 5' OUTSIDE BUILDING
CONTRACTOR SHALL STUB UP BLIND FLANGE
TO 12" AFF. COORDINATE LOCATION WITH
FIRE SUPPRESSION DESIGN PLANS. RPZ
SHALL BE PROVIDED INSIDE BUILDING.
NC

G
R
I
D

N
A
D

8
3

(
2
0
1
1
)
Revisions
Date Project No.
Sheet No.Drawn By
Checked By
GENERAL NOTE:
Prior to construction
start. Contractor shall
verify & be responsible
for all Dimensions.
Sheet Title
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7/28/2022
1805 West City Drive, Unit E
Elizabeth City, NC 27909
TEL [phone]
FAX [phone]
www.timmons.com
THIS DRAWING PREPARED AT THE
ELIZABETH CITY OFFICE
North Carolina License No. C-1652
8/18/2022 PER TOWN AND DCM
COMMENTS
0
SCALE 1"=40'
80'40'
C5.0
KDH
JBF
UTILITY PLAN
OVERVIEW
VICINITY MAP
NO SCALE
C
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A
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SITE
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1
2
SITE DATA:
1.OWNER/ARCHITECT INFORMATION:
OWNER:
TOWN OF NAGS HEAD
P.O BOX 99.
NAGS HEAD, 27959
252-441-5508
ARCHITECT:
OAKLEY COLLIER ARCHITECTS, PA
DAVID GRIFFIN; PROJECT MANAGER
109 CANDLEWOOD RD.
ROCKY MOUNT, NC 27804
252-937-2500
2.SITE INFORMATION: SITE IS ZONED C3 (COMMERCIAL SERVICES
AREA 1
PIN: 988320929154
PARCEL: 05200001
MB 65 PG 291
190,065 SF (4.36 AC)
AREA 2
PIN: 989317012837 PIN: 989317013705
PARCEL: 027934001 PARCEL: 027934002
M.B. 0471, PG. 0006 M.B. 0748, PG. 0051
91,051 SF (2.09 AC)82,417 SF (1.89 AC)
AREA 3
PIN: 989317018910
PARCEL: 027934011
M.B. 0917, PG. 0811
ZONING: C3 (COMMERCIAL SERVICES)
116,627 SF (2.67 AC)
TOTAL SITE AREA: 11.02 AC
3.BUILDING SETBACKS:
MINIMUM FRONT YARD SETBACK: 15'
MINIMUM SIDE YARD SETBACK: 15'
MINIMUM REAR YARD SET BACK: 25'
4.SITE IS LOCATED IN FLOOD ZONES "X" AS SHOWN ON FIRM PANEL 3720988300K &
372989300K, DATED JUNE, 19, 2020.
5.PARKING REQUIREMENTS:
PUBLIC WORKS FACILITY:2 SPACES PER EVERY 3 EMPLOYEES WITH A MINIMUM
OF 5 SPACES
PLUS A MINIMUM OF 1 SPACE FOR OVERSIZED
VEHICLES
TOTAL REQUIRED FOR EMPLOYEES @ 41 EMPLOYEES = 27
TOTAL PROVIDED: 50 SPACES (INCLUDING 4 ADA SPACES)
(45 PROPOSED, 5 EXISTING)
COVERED STORAGE IS PROVIDED FOR OVERSIZED VEHICLES
6.ON-SITE COVERAGE CALCULATIONS:
EXISTING COVERAGE:
MAIN SITE (AREAS 1 & 2):
BUILDING:15,593 SF
PAVEMENT: 7,851 SF
GRAVEL 32,868 SF
CONCRETE/SIDEWALK:42,588 SF
TOTAL 98,900 SF = 27.21%
ADMIN/CONVENIENCE SITE (AREA 3):
BUILDING: 245 SF
GRAVEL 19,194 SF
TOTAL 19,439 SF = 16.67%
PROPOSED COVERAGE:
COVERAGE 0-500' FROM POND:
BUILDING:23,282 SF
GRAVEL 16,704 SF
CONCRETE:43,999 SF
TOTAL 83,985 SF
SITE AREA: 286,153 SF INSIDE SETBACK
MAXIMUM ALLOWABLE COVERAGE: 30% (85,846 SF)
PROPOSED COVERAGE: 83,985 SF
COVERAGE OVER 500' FROM POND:
BUILDING:16,342 SF
GRAVEL 14,157 SF
PERMEABLE PAVERS:18,397 SF
CONCRETE:44,597 SF
TOTAL 93,493 SF
SITE AREA: 194,007 SF OUTSIDE SETBACK
MAXIMUM ALLOWABLE COVERAGE: 45% (87,303 SF)
PROPOSED COVERAGE: 48.19% TOTAL
PERVIOUS PAVERS (18,397 SF) 9.48%
IMPERVIOUS SURFACE (75,096 SF) 38.71%
MAIN SITE (AREAS 1 & 2)
BUILDING:35,953 SF
GRAVEL:16,704 SF
CONCRETE:69,914 SF
PERMEABLE PAVERS:12,865 SF
135,436 SF
ADMIN/CONVENIENCE SITE (AREA 3)
BUILDING: 3,671 SF
GRAVEL:14,157 SF
CONCRETE:18,682 SF
PERMEABLE PAVERS: 5,532 SF
42,042 SF
7.EXISTING CONDITIONS DATA IS BASED UPON A TOPOGRAPHIC SITE SURVEY THAT
WAS PERFORMED BY TIMMONS GROUP IN FEBRUARY 2022 AND AERIAL IMAGERY.
8.DISTURBED AREA WILL NOT EXCEED 5.54 ACRES
9.ANY SOIL MATERIAL REMOVED FROM THE SITE SHALL BE DEPOSITED IN AN
APPROVED LOCATION. ANY SOIL MATERIAL BROUGHT ONTO SITE SHALL COME FROM AN
APPROVED MINE.
10.THERE ARE NO 404 WETLANDS ON THE PROJECT SITE.
LEGEND
5
4
W
S
OHP
X
5
4
W
FM
T
BENCHMARK
IRON ROD FOUND (IRF)
EX NATURAL GAS VALVE
EX NATURAL GAS METER
EX WATER METER
EX FIRE HYDRANT
EX WATER VALVE
EX SEWER MANHOLE
EX SEWER CLEANOUT
EX TELEPHONE PEDESTAL
EX TELECOMM VAULT
EX POWER POLE
EX GUY WIRE
EX ELECTRIC BOX
EX ELECTRIC METER
EX LIGHT POLE
EX DROP INLET
EX SIGN
EX FLAGPOLE
EX BOLLARD
PROP DROP INLET
PROP DOWNSPOUT
PROP FROST PROOF HYDRANT
PROP FDC
PROP WATER VALVE
PROP WATER METER
PROP SEWER CLEANOUT
PROPERTY BOUNDARY
RIGHT OF WAY
ADJACENT PROPERTY BOUNDARY
EX EDGE OF PAVEMENT
EX ROAD CENTER LINE
EX EDGE OF GRAVEL
EX FENCE
EX OVERHEAD UTILITY
EX UNDERGROUND FIBER-OPTIC
EX WATER LINE
EX EDGE OF WATER
EX DITCH CENTER LINE
EX TOP OF BANK
EX MAJOR CONTOUR
EX MINOR CONTOUR
EX STORM PIPE
EX EDGE OF TREE LINE
EX EDGE OF SHRUB LINE
EX CONCRETE
EX GRAVEL
TREE (LIVE OAK)
TREE (PINE)
PROP MAJOR CONTOUR
PROP MINOR CONTOUR
PROP STORM PIPE
PROP ROOF DRAIN LEADER
PROP WATER LINE
PROP FORCE MAIN
PROP EDGE OF TREE LINE
PROP DITCH CENTERLINE
PROP FENCE (6' CHAINLINK)
PROP CONCRETE PAVEMENT
PROP SIDEWALK
PROP PERMEABLE PAVERS (INTERLOCKING)
PROP GRAVEL
PROP PERMEABLE PAVERS (TURF BLOCKS)
RD
UFO
X
PRELIMINARY
NOT FOR
CONSTRUCTION
AUG 18, 2022
8/18/2022