HomeMy WebLinkAbout2019-029 The Pinnacle_11-5-21 ZONING SETMB 17, PG 19
MB 17, PG 19
MB 17, PG 19
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US HWY 17 PUBLIC R/W (WIDTH VARIES)
LARGE DITCH
RBS @ DISTURBED EIP
RBS @ DISTURBED EIP
ERB
EIP
RBS
EIP
RBS
ERB
ERB
EIP
ERBEIP
97.30 139.24
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ERB
EIPEIP
EIP
EIP
AXLE
RBS
RBS
ERB
ECM
RBS
DITCH ALONG LINES
DRAINAGE DITCH SOUTH OF LINE
GRAVEL
DRIVE
5'
30'
30' UTILITY / SEWER /DRAINAGE EASEMENT
MB 37, PG 233
MB 46, PG 306
N/F
MCINTYRE
N/F
SAGEWOOD REVISION
MB 46, PG 306
N/F
BARTOLOME
N/F
FUTCH CREEK PROPERTIES, LLC
MB 33, PG 123
N/F
GREEN
EIP
CP
N/F
GREENE
N/F
FIRST BAPTIST CHURCH TRUSTEES
N/F
REDDICK
N/F
REDDICK
N/F
6943 MARKET, LLC
N/F
NIXON
N/F
MCINTYRE
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+/- 30' UTILITY EASEMENT/CORRIDOR
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ZONING: CZD R-7
ZONING: R-15
ZONING: R-15
USE: MULTI FAMILY RES.
USE: SINGLE FAMILY RES.
ZONING: R-15
USE: SINGLE FAMILY RES.
USE: CHURCH
ZONING: B-1
USE: COMMERCIAL
ZONING: CZD B-1
USE: COMMERCIAL
ZONING: R-15
USE: SINGLE FAMILY RES.
ZONING: R-15
USE: VACANT
ZONING: R-15
USE: VACANT
ZONING: R-15
USE: SINGLE FAMILY RES.
ZONING: R-15
USE: SINGLE FAMILY RES.
STORMWATER BASIN
PROP. BUILDING
PROP. BUILDING
PROP. BUILDING
PROP. BUILDING
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6-HOLLY
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10-O
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15-O
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23-P
15-P
15-P
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14-O
8-O
11-O
10-O
12-O
12-O
12-O10-O
12-SG
18-P
4-HOLLY
16-P 15-P
17-P
16-P
9-O
11-O
16-P
21-P
10-O
10-O
12-P
21-P
9-SG
14-O
10-O
9-O
14-O
10-O
16-P
10-O
18-P
16-P5-MAG
15-P8-O
8-O
9-SG 14-P
17-P
6-HOLLY
10-O
9-O
8-O
13-O
10-O
11-O
9-O
10-O
12-O
13-O
9-O
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12-O
13-O9-O
12-O
10-O
13-P8-O
21-P
9-O 12-O
9-O
17-P
9-O
10-O
15-P
10-O9-O
20-P
14-P
17-P
12-P
16-P
19-P
10-O
11-O
10-MAPLE
12-MAPLE
12-MAPLE
15-P
10-O 9-O
17-P
10-O
10-O
10-O
11-O
12-O
13-P 9-O
9-O
9-O
10-O
11-O
8-O
9-O
9-O
5-HOLLY
13-P
13-P
16-P
6-HOLLY
14-P
15-P
16-O
10-O
15-P
12-O
4-HOLLY
8-O
6-HOLLY
11-O14-SG
14-SG
12-O
10-O
19-P
17-P
14-O
13-O
8-O
6-HOLLY
15-O9-O17-P
5-HOLLY
11-O12-O
17-O
5-HOLLY
22-P
13-O
10-O
4-HOLLY
5-HOLLY
12-O
5-HOLLY
12-O
9-O
9-O
10-O
13-O
18-SG
9-SG 10-O
11-O
11-O
9-O
11-O 9-O
5-HOLLY
11-O
13-O
16-O
9-O
10-O
11-O
11-O
17-P10-O
5-HOLLY
11-O
18-P
16-P
8-O 15-P
8-O9-O
11-O
10-SG
8-O
11-O
10-SG
15-P
14-O
12-SG
18-O
14-O
18-P
12-O
12-O
13-O
16-P
10-O
10-O
10-O
8-O
8-O
17-P
17-P
17-P
9-O
20-P
16-P
10-O
9-O
18-O
18-P
10-SG
22-P
12-O
9-MAPLE
21-P
16-P
23-P
16-P
22-P
21-P
21-P
12-O
21-P
9-O
27-P
16-P
17-P
12-O
16-O
8-SG
10-SG
16-O
13-O
9-SG 9-SG
11-O
9-O 12-SG
15-P
9-O
9-SG
9-SG
10-SG
17-SG
18-SG
23-SG
22-P
23-P
10-O
15-SG
11-O
9-O
12-O
12-O
13-SG20-O
15-O
15-O
11-SG
10-SG
11-O
19-SG
14-P
19-P
24-P
13-O
12-O
8-O
19-P
13-O
13-O
21-P
10-O
11-O
15-P
16-P
11-O
13-O
10-O
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15-P13-P
12-P
15-P
18-P
8-O
12-O
12-O
9-O
11-O
9-SG 9-MAPLE
14-P
15-P
15-P
12-MAPLE
18-P
11-MAPLE
10-O
13-P
18-P
12-P
15-P
10-O
9-O
11-O
8-O
9-O 14-O
19-P
11-O
11-O
19-P
12-P21-P 15-P
17-P
10-O
11-O
13-SG
12-O
10-O
12-O
9-O
9-O15-O
11-O
8-O
12-O
10-O
12-O
16-P
10-O
12-O16-P
13-O
16-O
17-P
9-O
9-MAPLE
14-MAPLE
14-MAPLE
18-O
12-O
15-O
15-O
13-O
13-SG
13-SG
13-P
22-P
13-P
9-O
16-P
8-O
9-O 10-O
14-P
10-O 9-O
8-O
10-O
9-O
19-P
10-O
16-P
11-O
15-O
15-O
10-O
12-O 4-HOLLY
13-O
24-P
18-P
11-O
11-O
8-O
10-SG
16-P
13-O
10-O
16-O
22-P
4-HOLLY
11-MAPLE
10-O
17-P
16-P
13-O8-O
9-O 12-P
17-P
8-SG
13-O
10' BUFFER
10-O
6-MAG
24-P
SIG. TREE
SIG. TREE
SIG. TREE
EX. 8" SS MAIN
EX.
GRAVEL
DRIVE
EX. BLOCK WALL
AROUND LIGHT POLE
EX. F.H.
EX. SSMH# R10
(CFPUA PROJECT# 327009.001)
TOP: 40.8
INV: 30.9
20' BUFFER & SIDE SETBACK
EX. W.M.
EX. G.M.
11-O
SIG. TREE
47
EX. 16" WATER MAIN
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13-P
EXISTING WATERS OF THE U.S.
DITCH APPROVED FOR FILL.
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STORAGE
EX. GRAVEL
PARKING
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1" = 40'
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2019-029
CLIENT INFORMATION:
Redland Development, INC
6622-A Gordon Rd.
Wilmington, NC 28405
OF 11
JAE
CDC
CDC
24x36
8/19/2021
PRE
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80'40'20'40'0'
Scale: 1"=40'
SITE DATA
PARCEL ID:R02900-003-032-000
CURRENT ZONING:RMF-L(CZD) & CB(CZD)
PROJECT ADDRESS:8814 MARKET ST
WILMINGTON, NC 28411
CURRENT OWNER:REDLAND DEVELOPMENT INC.
6622A GORDON ROAD
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY:311,484 S.F. (7.15 AC.)
EXISTING IMPERVIOUS AREA:0 S.F. (SITE IS VACANT)
SOIL TYPE:Le (Leon Sand)57.8%
Ly (Lynn Haven Fine sand)42.2%
(Per the USDA websoil survey map )
MITIGATION REQUIRED FOR REMOVAL OF
SIGNIFICANT TREES
QTY SIZE TYPE REPLACEMENT TREE QTY
3 24"PINE 144.00
1 27"PINE 54.00
1 28"PINE 56.00
2 18"OAK 72.00
1 20"OAK 40.00
2 18"SWT GM 72.00
1 19"SWT GM 38.00
1 24"SWT GM 48.00
TOTAL REPLACEMENT
INCHES 524
SITE NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND
DEVELOPMENT CODE.
2.PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY
REGULATIONS.
3.EXISTING SURVEY INFORMATION PROVIDED BY GARY W. KEYES LAND SURVEYING, PC.
4.THIS LOT IS LOCATED IN ZONE X AS PER FIRM COMMUNITY# 370168, MAP#
3720326000K, EFFECTIVE ON 08/28/2018.
5.WETLANDS REVIEWED BY SOUTHERN ENVIRONMENTAL GROUP AND CONFIRMED BY
USCOE. EXISTING WATERS OF THE U.S. DITCH APPROVED FOR FILL (SAW-2020-00292).
NO OTHER WETLAND, SURFACE WATER, VEGETATED SETBACK, OR RIPARIAN BUFFER
EXIST(S) ON SITE.
TREE PRESERVATION NOTES:
1.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, APPROVED TREE
PROTECTION FENCING, SUCH AS SAFETY BARRIER FENCING, A WOODEN SLAT SNOW
FENCE OR WIRE FENCE, SHALL BE INSTALLED AROUND PROTECTED TREES OR TREE
STANDS LOCATED IN CONSTRUCTION AREAS OR OTHER SITE AREAS THAT WILL BE
DISTURBED BY CONSTRUCTION ACTIVITIES. THE FENCING SHALL BE A MINIMUM OF
FOUR FEET IN HEIGHT AND BE OF DURABLE CONSTRUCTION. TREE PROTECTIVE
FENCING SHALL REMAIN IN PLACE THROUGH COMPLETION OF CONSTRUCTION
ACTIVITIES.
2. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED
WITHIN THE TREE PROTECTION FENCING.
3.IF AN EXISTING TREE RETAINED TO COMPLY WITH THE STANDARDS OF THIS SECTION
IS DESTROYED, SUBSTANTIALLY DAMAGED, OR DIES AS A RESULT OF NEGLIGENCE ON
THE PART OF THE PROPERTY OWNER WITHIN THREE YEARS AFTER COMPLETION OF
CONSTRUCTION, THEN REPLACEMENT TREES SHALL BE PLANTED ON THE SITE WITH
A TOTAL DIAMETER EQUAL TO TWICE THE DIAMETER OF THE RETAINED TREE. A
MINIMUM GROWING AREA OF 144 SQUARE FEET SHALL BE PROVIDED FOR EACH
REPLACEMENT TREE. IF THE PLANNING DIRECTOR DETERMINES IT IS INFEASIBLE OR
FOR REPLACEMENT TREE(S) TO BE ACCOMMODATED ON THE SITE, THEN A PAYMENT
0$<%(0$'(727+(&2817<¶675((,03529(0(17)81'(48,9$/(17727+(
PRICING STANDARDS IN THE COUNTY FEE SCHEDULE.
4.AS APPLYING ORDINANCE SECTION 5.3.4 (A) TO PREVIOUS TREES SURVEY, NO
63(&,0(175((6:(5()281'217+,66,7($6$33/<,1*25',1$1&(6(&7,21
$ 7235(9,28675((66859(<7+(6,*1,),&$1775((66+2:1$6³3,1(´
HEREON ARE NOT LONG LEAF PINE, POND CYPRESS OR BALD CYPRESS.
PROPERTY LINE
ADJOINERS
WATERS OF THE U.S.
SILTFENCE
LIMITS OF DISTURBANCE
TREES TO BE REMOVED
PROPOSED BUFFER
LEGEND
* MITIGATION BEING MET BY 1,008 TOTAL INCHES BEING PRESERVED PER
TREE INVENTORY REPORT BY GARY W. KEYES LAND SURVEYING, PC.
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MB 17, PG 19
MB 17, PG 19
MB 17, PG 19
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US HWY 17 PUBLIC R/W (WIDTH VARIES)
GRAVEL
DRIVE
30' UTILITY / SEWER /DRAINAGE EASEMENT
MB 37, PG 233
MB 46, PG 306
N/F
MCINTYRE
N/F
SAGEWOOD REVISION
MB 46, PG 306
N/F
BARTOLOME
N/F
FUTCH CREEK PROPERTIES, LLC
MB 33, PG 123
N/F
GREEN
N/F
GREENE
N/F
FIRST BAPTIST CHURCH TRUSTEES
N/F
REDDICK
N/F
REDDICK
N/F
6943 MARKET, LLC
N/F
NIXON
N/F
MCINTYRE
+/- 30' UTILITY EASEMENT/CORRIDOR
FU
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TOP-39.5
INV-32.5
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ZONING: CZD R-7
ZONING: R-15
ZONING: R-15
USE: MULTI FAMILY RES.
USE: SINGLE FAMILY RES.
ZONING: R-15
USE: SINGLE FAMILY RES.
USE: CHURCH
ZONING: B-1
USE: COMMERCIAL
ZONING: CZD B-1
USE: COMMERCIAL
ZONING: R-15
USE: SINGLE FAMILY RES.
ZONING: R-15
USE: VACANT
ZONING: R-15
USE: VACANT
ZONING: R-15
USE: SINGLE FAMILY RES.
ZONING: R-15
USE: SINGLE FAMILY RES.
PROPOSED 2-STORY
COMMERCIAL
BUILDING
(8,000 GFA)
FFE: 48.25
9
115
12
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13
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13-O
10-O
9-O
11-O
8-O
9-O 14-O
19-P
11-O
11-O
19-P
12-P21-P 15-P
17-P
10-O
11-O
13-SG
12-O
10-O
12-O
9-O
9-O15-O
11-O
8-O
12-O
10-O
12-O
16-P
10-O
12-O16-P
13-O
16-O
17-P
9-O
9-MAPLE
14-MAPLE
14-MAPLE
18-O
12-O
15-O
15-O
13-O
13-SG
13-SG
13-P
22-P
13-P
9-O
16-P
8-O
14-P
10-O 9-O
10-O
11-O
15-O
15-O
10-O
12-O 4-HOLLY
13-O
18-P
11-O
10-O
16-O
11-MAPLE
10-O
9-O 12-P
17-P
8-SG
CB(CZD) OUTPARCEL
(1.04 AC)
10' BUFFER
20
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26.7'
20' SIDE SETBACK
24'
18' (TYP)
9' (TYP)
9' (TYP)
27' (TYP)
24
'
14'
14
'
24'
24
'
24'
14'8' (TYP)
5' SIDEWALK (TYP)
EX. 8" SS MAIN
UP
EX.
GRAVEL
DRIVE
EX. BLOCK WALL
AROUND LIGHT POLE
EX. F.H.
EX. SSMH# R10
(CFPUA PROJECT# 327009.001)
TOP: 40.8
INV: 30.9
20' BUFFER & SIDE SETBACK
R25'
R25'
R25'
R25
'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
24
'
UP
UP
EX. W.M.
EX. G.M.
255 sf
335 sf
255 sf
216 sf
21
6
s
f
240 sf
285 sf
260 sf
220 sf
330 sf29
0
s
f
230 sf19
0
s
f
500 sf
290 sf
315 sf
270 sf
525 sf
230 sf
14'
12
'
47
EX. 16" WATER MAIN
PROPOSED WET DETENTION BASIN
TOB:41.0
FP:36.9
NP:35.0
BTM:28.0
28.0
31.0
PROP. LOT LINE
(TYP)
PROP. LOT LINE
(TYP)
18' (TYP)
9' (TYP)
18' (TYP)
9' (TYP)
UP UP
UP UP
UP UP
UP
UP
UP
20' BUFFER
30'
30'
P
U
B
L
I
C
D
.
E
.
30' P.D.E.
30
'
P
.
D
.
E
.
ONE WAY/ DO NOT
ENTER SIGN
ADA PARKING
SIGN (TYP)
ON
E
WA
Y
ONE
WAY
ON
E
WA
Y
ONE
WAY
13-P
EXISTING WATERS OF THE U.S.
DITCH APPROVED FOR FILL.
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
#
4
(3
)
2
B
D
R
M
&
(
2
)
1
B
D
R
M
U
N
I
T
S
FF
E
:
4
2
.
5
PROPOSED BUILDING #6
(7) 2 BDRM & (2) 3 BDRM UNITS
FFE: 46.25
PROPOSED BUILDING #8
(7) 2 BDRM & (2) 3 BDRM UNITS
FFE: 43.25
E
X
I
S
T
I
N
G
D
I
T
C
H
EX. DRIVEWAY PIPE
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
#
9
(3
)
2
B
D
R
M
&
(
2
)
3
B
D
R
M
U
N
I
T
S
FF
E
:
4
2
.
5
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
#
5
(6
)
2
B
D
R
M
&
(
2
)
3
B
D
R
M
U
N
I
T
S
FF
E
:
4
2
.
5
PROPOSED BUILDING #7
(7) 2 BDRM & (2) 3 BDRM UNITS
FFE: 44.0
X
X
X
X
X
X
18'
EX. GRAVEL
FENCED
STORAGE
EX. GRAVEL
PARKING
41'
20' PUBLIC D.E.
10' PUBLIC D.E.
10' PUBLIC D.E.
10' PUBLIC D.E.
15' PUBLIC U.E.
22' (TYP)
30'
24'
28'
PRIVATE U.E.
10' PUBLIC U.E.
EX
.
L
O
A
D
I
N
G
A
R
E
A
36.9
35.0
41.0
20' PUB. D.E.
PAVEMENT WIDENING AND
MILL & OVERLAY 1' INSIDE
WITE LINE ON FINAL LIFT
2
0
'
S
I
D
E
S
E
T
B
A
C
K
25' REAR SETBACK
2
0
'
B
U
F
F
E
R
20' BUFFER
25' REAR SETBACK
EX. DITCH
DUMPSTER PAD AND ENCLOSURE
(SEE DETAIL)
EX.
D
I
T
C
H
C-1
2
1" = 40'
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2019-029
CLIENT INFORMATION:
Redland Development, INC
6622-A Gordon Rd.
Wilmington, NC 28405
OF 11
JAE
CDC
CDC
24x36
8/19/2021
PRE
L
I
M
I
N
A
R
Y
DRA
W
I
N
G
D
O
N
O
T
U
S
E
FOR
C
O
N
S
T
R
U
C
T
I
O
N
US
1
7
MA
R
K
E
T
S
T
SIT
E
SI
T
E
P
L
A
N
80'40'20'40'0'
Scale: 1"=40'
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND
DEVELOPMENT CODE.
2.PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY
REGULATIONS.
SITE DATA
OVERALL SITE DATA:
PARCEL ID:R02900-003-032-000
CURRENT ZONING:RMF-L(CZD) & CB(CZD)
PROJECT ADDRESS:8814 MARKET ST
WILMINGTON, NC 28411
CURRENT OWNER:REDLAND DEVELOPMENT INC.
6622A GORDON ROAD
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY:311,484 S.F. (7.15 AC.)
BUILDING HEIGHT (ALL BUILDINGS):2-STORY (35' MAX)
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 60,130 S.F.
ASPHALT PARKING 83,770 S.F.
CONCRETE SIDEWALK, C&G, ETC.14,715 S.F.
TOTAL 158,615 S.F (50.9%)
ESTIMATED TRIP GENERATION (Per Trip Generation Manual):
60 D.U. (ITE CODE 230)
AM PEAK: 26 PM PEAK: 31 DAILY: 349
8,000 SF OFFICE (ITE CODE 710)
AM PEAK: 12 PM PEAK: 12 DAILY: 88
TOTAL TRIPS:
AM PEAK: 38 PM PEAK: 43 DAILY : 437
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND:16,100 GPD
RMF-L(CZD) SITE DATA:
RMF-L(CZD) ACREAGE:266,219 S.F. (6.11 AC.)
PROPOSED USE (RMF-L CZD)RESIDENTIAL TOWN HOMES
DENSITY:60 DU/6.11 AC.= 9.8 DU/AC
PARKING REQUIRED (RMF-L CZD): (2 Space per D.U.):
60 D.U.=120 SPACES
PARKING PROVIDED (RMF-L CZD):125 SPACES (5 ADA)
INTERIOR PARKING AREA REQUIREMENT (RMF-L CZD): (8% OF PARKING AREA)
REQUIRED: 62,655 S.F. X .08 =5,012 S.F.
PROVIDED:6,265 S.F.
FOUNDATION PLANTINGS (RMF-L CZD):
BUILDING #1-4 FRONT FACADE (103 LF X 18' FACADE X 12%)
REQUIRED:223 S.F.
PROVIDED:425 S.F.
BUILDING #1-4 SIDE FACADE (54 LF X 18' FACADE X 12%)
REQUIRED:117 S.F.
PROVIDED:120 S.F.
BUILDING #5 FRONT FACADE (157 LF X 18' FACADE X 12%)
REQUIRED:339 S.F.
PROVIDED:550 S.F.
BUILDING #5 SIDE FACADE (54 LF X 18' FACADE X 12%)
REQUIRED:117 S.F.
PROVIDED:150 S.F.
BUILDING #6-8 FRONT FACADE (175 LF X 18' FACADE X 12%)
REQUIRED:378 S.F.
PROVIDED:700 S.F.
BUILDING #6-8 SIDE FACADE (54 LF X 18' FACADE X 12%)
REQUIRED:117 S.F.
PROVIDED:120 S.F.
BUILDING #9 FRONT FACADE (103 LF X 18' FACADE X 12%)
REQUIRED:223 S.F.
PROVIDED:350 S.F.
TOTAL OPEN SPACE REQUIREMENT: (20% OF RMF-L CZD SITE AREA)
6.11 AC. X 20%= 1.22 AC
PROVIDED:1.53 AC
CB(CZD) SITE DATA:
CB(CZD) ACREAGE:45,265 (1.04 AC.)
PROPOSED USE (CB CZD):RETAIL/OFFICE/PERSONAL SERVICES
BUILDING SIZE(CB CZD):8,000 SF GFA
CALCULATION FOR BUILDING COVERAGE (CB CZD):
PROPOSED COVERAGE 6)·6)
PARKING REQUIRED (CB CZD): (1 Space per 400 S.F.):
8,000 S.F.=20 SPACES
PARKING PROVIDED (CB CZD):36 SPACES (2 ADA)
FOUNDATION PLANTINGS (CB CZD):
FRONT FACADE (80 LF X 25' FACADE X 12%)
REQUIRED:240 S.F.
PROVIDED:250 S.F.
SIDE FACADE (50 LF X 25' FACADE X 12%)
REQUIRED:150 S.F.
PROVIDED:270 S.F.
INTERIOR PARKING AREA REQUIREMENT (CB CZD): (8% OF PARKING AREA)
REQUIRED: 21,115 S.F. X .08 =1,689 S.F.
PROVIDED:2,615 S.F
STREETYARD REQUIREMENT: 18' (9' MIN & 27' MAX WIDTH)
REQUIRED: 155.75'-27.5' = 128.25' X18'=2,309 S.F.
PROVIDED:2,330 S.F.
PROPERTY LINE
RIGHT OF WAY
ADJOINERS
PROPOSED LOTLINE
EX. EOP
PROP. EASEMENT
CENTER LINE
WATERS OF THE U.S.
CB(CZD) OUTPARCEL
PARKING LOT LANDSCAPING
STREETYARD
FOUNDATION PLANTINGS
PROPOSED OPEN SPACE
LEGEND
18" RCP INV. @ CROSSING: 37.76
45
0-50 0+00 0+50
35
18" RCP INV @ CROSSING: 39.92
0.16'
TO SDMH#5
DI# 9
2'2'
1.
5
'
COMPACTED STONE BEDDING
(3
)
2
B
D
R
M
&
(
2
)
1
B
D
R
M
U
N
I
T
S
42
41
4
3
4
4
44
45
4
4
1
8
"
R
C
P
18
"
R
C
P
MATCH EX. DITCH INV.
)(6,19
DI#2
RIM: 44.5
INV: 41.5
DI#3
RIM: 41.0
INV: 37.5
RIM: 41.0
INV: 37.15
20' SIDE SETBACK
CI#1
RIM: 43.6
INV: 38.0
UP UP
30'
30' P.D.E.
SDMH#5
RIM: 44.35
INV: 39.65
(3
)
2
B
D
R
M
&
(
2
)
1
B
D
R
M
U
N
I
T
S
DI#9
RIM: 43.0
INV: 40.0
SDMH#2
RIM: 42.95
INV IN: 39.45
INV: 37.8
18" RCP
20' PUB. D.E.
18
"
R
C
P
C-6
7
DE
T
A
I
L
S
NTS
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2019-029
CLIENT INFORMATION:
Redland Development, INC
6622-A Gordon Rd.
Wilmington, NC 28405
OF 11
JAE
CDC
CDC
24x36
8/19/2021
PRE
L
I
M
I
N
A
R
Y
DRA
W
I
N
G
D
O
N
O
T
U
S
E
FOR
C
O
N
S
T
R
U
C
T
I
O
N
US
1
7
MA
R
K
E
T
S
T
SIT
E
SITE WORK NOTES:
1.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE.
2.CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3.GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW
GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5.DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED
FACILITY.
6.FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS.
7.THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE PROPERLY PERMITTED FACILITY AS REQUIRED.
9.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF
ACTUAL CLEARANCES ARE LESS THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH
CONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE
ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
10.NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST 48 HOURS BEFORE
COMMENCING CONSTRUCTION.
11.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY
EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE
PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
12.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
13.CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OR
OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
14.THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS
TO THE ENGINEER PRIOR TO INSTALLATION.
15.THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
16.ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
17.ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO BE
CONSULTED AT CONTRACTORS COST AS NECESSARY.
18.ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL
AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
19.CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
20.FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST
WILL BE PAID FOR BY THE CONTRACTOR.
21.ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
NTS
SUBGRADE
COMPACTED
2" SF9.5A
8" ABC
PAVEMENT SECTION
PRIVATE ACCESS EASEMENT
(WIDTH VARIES)
24.0'
2" SF9.5A
8" ABC STONEBASE
PRIVATE ACCESS EASEMENT SECTION A-A
NTS
21.0'
2 % Min.2 % Min.
24" CURB & GUTTER
2 % Min.
24" CURB & GUTTER
2 % Min.
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
4"8"
x x x x
x ASPHALT
TURNDOWN SIDEWALK
NTS
CLASS A CONC.
7"1/8"R
1"3"R
6"
1 1/2"R
3"R
1'
-
0
"
2'-0"
1'-6"6"
ASPHALT
DRAINAGE AWAY FROM CURB
CLASS A CONC.
24" CURB SECTION
NTS
ASPHALT
7"
2'-0"
3"R
1'-6"
1/8"R
1"
6"
6"
1'
-
0
"
DRAINAGE TOWARD CURB
SHALL SLOPE AWAY AS SHOWN
AWAY FROM CURB, GUTTER
WHERE RUNOFF IS DIRECTED
SLOPE
SLOPE
1 1/2"R
3"R
SIDEWALK
SECTION A-A
4' min
SECTION B-B
A
A
B B
1.0-8.3% (30"MAX RISE)
10% MAX (X=36"MIN)
8.3% MAX (X<36") (FOR ALTERATIONS
RAMP
CURB AND GUTTER
WARNING DOMES
2' MIN
1.6-2.4" (TYP)
RAMP WIDTH
0.2"
Flare
WARNING DOMES
4'
FLARE
2.
X
LAN
D
I
N
G
1.6-2.4" (TYP)
TRUNCATED DOMES
BASE DIAMETER
0.9-1.4"
TOP DIAMETER 50-60%
OF BASE (TYP)
LANDING
NTS
WHEEL CHAIR RAMP DETAIL
1-1/2"R(TYP)
WHITE SYMBOL ON BLUE BACKGROUND
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
9"
12"
3/8"(TYP)
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
18
"
12"
COLORS
1-1/2"R(TYP)
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
9"
18"
3/8"(TYP)
TO READ "VAN ACCESSIBLE".
BOLT TO WD. POST WITH 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS
9" x 1'-6" x .080 STD ALUM. SIGN
NUTS, BOLTS & WASHERS.
9" x 1'-0" x .080 STD ALUM. SIGN
TO READ "MAXIMUM PENALTY $250,
GS 20-37.6". BOLT TO WD. POST
WITH 3/8" CANDIUM PLATED
PRESSURE TREATED 4"x4" POST.
3'
-
0
"
M
I
N
.
FINISHED
GRADE
84
"
HANDICAPPED PARKING SIGN
WITH IDENTIFICATION SYMBOL.
1'-6" x 1'-0" x .080 STD. ALUM.
TO READ "RESERVED PARKING"
BOLT TO WD. POST W/ 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS.
TYPICAL HANDICAPPED SIGN DETAIL
NTS
R7-8a Sign
(no arrows)
R7-8d Sign
R7-8P Sign
100'50'25'50'0'
Scale: 1"=50'
1. PAVEMENT MARKINGS SHALL BE DONE
BY CONTRACTOR TO NCDOT STANDARDS
5" B25.0B
1/4" PER FOOT
NTS
NOTE:
MILL 1' IN FROM EXISTING
TRAVEL LANE
ȭ RIGHT OF WAY WIDTH VARIES
R/W
0'-2' SEE PLANS
4' GRASSED
SHOULDER
NCDOT PAVEMENT WIDENING SECTION
EXISTING PAVEMENT
4' PAVED
SHOULDER
3" I19.0B
2" S9.5B
0.
5
'
M
I
N
100'50'25'50'0'
Scale: 1"=50'
STORMDRAIN CROSSING DETAIL
NOTE:
CONTRACTOR TO COORDINATE WITH ARCHITECT AND
SURVEYOR ON FINAL BUILDING FOOTPRINTS AND PLANS.
14' 0.00"
PROPOSED 2-STORY
COMMERCIAL
BUILDING(8,000 GFA)FFE: 48.25
230 sf
G R I D N O R T H N A D 8 3
5'
30'
20' BUFFER & SIDE SETBACK
20' BUFFER
20' BUFFER & SIDE SETBACK
20' BUFFER & SIDE SETBACK
2
0'
BU
FF
E
R
&S
I
DE
SET
B
A
CK
30' PUBLIC D.E.
30' PUBLIC DRAINAGE EASEMENTHYDPROPOSED BUILDING #6(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 46.25
PROPOSED BUILDING #7(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 44.0
PROPOSED BUILDING #8(7) 2 BDRM & (2) 3 BDRM UNITSFFE: 43.25
PROPOSED BUILDING #4(3) 2
BDRM & (2) 1 BDRM UNITSFFE:
42.5
PROPOSED BUILDING #2(3) 2
BDRM & (2) 1 BDRM
UNITSFFE:
42.5
PROPOSED BUILDING #3(3) 2
BDRM & (2) 1 BDRM UNITSFFE:
42.5
PROPOSED BUILDING #9(3) 2
BDRM & (2) 3 BDRM UNITSFFE:
42.5
PROPOSED BUILDING #5(6) 2
BDRM & (2) 3 BDRM UNITSFFE:
42.5
9
116
12
14 9
10
13
3
4
9
7
11
6
6
15
SS
S
S
S
S
SS
SS
S
8" PVC SS
8" PVC SS
8" PVC SS
8" PVC SS
6" PVC
6" PVC
6" PVC2" PVC
9
8
STORMWATER BASIN
PROP. BUILDING
PROP. BUILDING
PR
O
P
.
B
U
I
L
D
I
N
G
10-O
9-O
11-O
8-O
9-O
14-O
19-P
11-O
11-O
19-P
12-P21-P 15-P
17-P
10-O
11-O
13-SG
12-O
10-O
12-O
9-O
9-O15-O
11-O
6-HOLLY
HOLLY CLUSTER
8-O
12-O
10-O
12-O
16-P
10-O
12-O
16-P
13-O
16-O
17-P
9-O
9-MAPLE
14-MAPLE
14-MAPLE
18-O
12-O
15-O
15-O
13-O
13-SG
13-SG
13-P
22-P
13-P
9-O
16-P
8-O
9-O
11-O
10-O
14-P
10-O 9-O
8-O
10-O
9-O
19-P
20-P
16-P
13-P
11-O
15-O
15-O
10-O
12-O 4-HOLLY
13-O
18-P
11-O
16-P
9-O
13-O
10-O
16-O
22-P
23-P
4-HOLLY
11-MAPLE
10-O
17-P
16-P
9-O 12-P
17-P
8-SG
13-O
25' REAR SETBACK
25' REAR SETBACK
PR
I
V
A
T
E
A
C
C
E
S
S
EA
S
E
M
E
N
T
(
W
I
D
T
H
V
A
R
I
E
S
)
26' 8.17"
14' 0.00"
23' 11.43"
14' 0.00"
8' 0.00" (TYP)
22' 0.00" (TYP)
5' SIDEWALK (TYP)
EX. 16" WATER MAIN
8
"
P
V
C
S
S
UP
EX.GRAVELDRIVE DYH
UP
UP
PROPOSED BUILDING #1(3) 2
BDRM & (2) 1 BDRM UNITSFFE:
42.5
255 sf
335 sf
255 sf
285 sf
225 sf
240 sf
285 sf
540 sf
320 sf 300 sf
335 sf
320 sf
260 sf
335 sf
220 sf
220 sf
330 sf
29
0
s
f
19
0
s
f
500 sf
290 sf
315 sf
270 sf
525 sf 275 sf
485 sf
230 sf
220 sf
R 3
0' 0.0
0"
11' 8.30"
R 3 0 ' 0 .0 0 "
28.0
36.9
41.0
35.0
31.0
18' 0.00" (TYP)
PR
O
P
.
B
U
I
L
D
I
N
G
PR
O
P
.
B
U
I
L
D
I
N
G
UP UP
UP UP
UP UP
UP
UP
UP
10' BUFFER
1
0
'
B
U
F
F
E
R
DA TO POND= 6.07 AC.
Shrub, Evergreen Broadleafliriope 190 1 Gal.Holly, needlepoint 22 7 Gal., 3' ht.Holly, Yaupon, Dwarf 31 1 Gal.Loropetalum, evered 24 1 Gal.Nandina, gulfstream 57drift rose 103miscanthus adagio 121Viburnum, Spring Bouquet 20Waxmyrtle 360 7 Gal., 3' ht.Yew, pringles 70Yew, Podocarpus 26Treebald cypress 5 2" cal.crape myrtle Tuscarora 9river birch 8 3" cal.
eagleston holly, single stem 9 8' ht., tree formTrident maple 23 2" cal.
LegendCommon Name Qty Size
12" ht.
12" ht.
1 Gal.1 Gal.1 Gal.1 Gal.
1 Gal.1 Gal.
12" ht.12" ht.12" ht.12" ht.12" ht.
12" ht.12" ht.
2" cal.
jim@freemanlandscape.com
1" = 40'
Scale:
11/9/2021Date:
3Revision #:Jim Freeman - NCLC# 0071
The Pinnacle
Landscape Plan:
Freeman Landscape, Inc.
Landscape Design by:
MB 17, PG 19 MB 17, PG 19MB 17, PG 19
N 42%0'50" E E 242.05
S
47
%0'31
" E E 134.59
S 47%7'47" E E 135.05
S 44%8'37" E E 177.72
N 43%4'42" E E 150.37
N 50%4'37" W
W 113.33
S 52%8'43'43" E
N 42%7'10'10" E
S
53%4
'
19'
1
9"
E
1
24.
09
N 42%4'31" E E 134.89DITCH ALONG LINES
DRAINAGE DITCH SOUTH OF LINE
N/F
MCINTYRE
N/F
SAGEWOOD REVISION
MB 46, PG 306
N/F
BARTOLOME
N/
F
FU
T
C
H
C
R
E
E
K
P
R
O
P
E
R
T
I
E
S
,
L
L
C
MB
3
3
,
P
G
1
2
3
N/
F
GR
E
E
N
N/F
GREENE
N/F
FIRST BAPTIST CHURCH TRUSTEES
N/F
REDDICK N/F
REDDICK
N/F
6943 MARKET, LLC
N/F
NIXON
N/F
MCINTYRE
S 46%1'17" W W 419.97
N 43%3'39'39" E
S 51%8'49'49" E
100.05
+/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAIN
ZO
N
I
N
G
:
C
Z
D
R
-
7
ZO
N
I
N
G
:
R
-
1
5
ZONING: R-15
US
E
:
M
U
L
T
I
F
A
M
I
L
Y
R
E
S
.
US
E
:
S
I
N
G
L
E
F
A
M
I
L
Y
R
E
S
.
ZONING: R-15
USE: SINGLE FAMILY RES.
USE: CHURCH
ZONING: B-1
USE: COMMERCIAL
ZONING: CZD B-1
USE: COMMERCIAL
ZONING: R-15
USE: SINGLE FAMILY RES.
ZONING: R-15
USE: VACANT
ZONING: R-15
USE: VACANT
ZONING: R-15
USE: SINGLE FAMILY RES.
ZONING: R-15
USE: SINGLE FAMILY RES.
6' ht. fence20' buffer
6' ht. fence10' buffer
streetyard Landscape:4,903 sf / 600 = 8 trees 3" cal. &49 shrubs 12" ht. req'd.
6.4 acres x 15 = 96 trees 2" cal. req'd.47 ex. trees + 49 new trees 2' cal.
6' ht. fence20' buffer
6' ht. fence
6' ht. fence
10' x 70' NCDOT sighttriangle
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
#
1
(3
)
2
B
D
R
M
&
(
2
)
1
B
D
R
M
U
N
I
T
S
FF
E
:
4
2
.
5
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
#
2
(3
)
2
B
D
R
M
&
(
2
)
1
B
D
R
M
U
N
I
T
S
FF
E
:
4
2
.
5
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
#
3
(3
)
2
B
D
R
M
&
(
2
)
1
B
D
R
M
U
N
I
T
S
FF
E
:
4
2
.
5
MB 17, PG 19
MB 17, PG 19
MB 17, PG 19
US HWY 17 PUBLIC R/W (WIDTH VARIES)
DITCH ALONG LINES
DRAINAGE DITCH SOUTH OF LINE
GRI
D
N
O
R
T
H
N
A
D
8
3
GRAVEL
DRIVE
30' UTILITY / SEWER /DRAINAGE EASEMENT
MB 37, PG 233
MB 46, PG 306
N/F
MCINTYRE
N/F
BARTOLOME
FUTCH CREEK PROPERTIES, LLC
N/F
GREENE
N/F
FIRST BAPTIST CHURCH TRUSTEES
N/F
REDDICK
N/F
REDDICK
N/F
6943 MARKET, LLC
N/F
NIXON
N/F
MCINTYRE
+/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAIN
SSMH
TOP-39.5
INV-32.5
SSMH
TOP-47.8
INV-39.4
TO
P
E
D
G
E
O
F
L
A
R
G
E
D
R
A
I
N
A
G
E
D
I
T
C
H
ZONING: R-15
USE: MULTI FAMILY RES.
USE: SINGLE FAMILY RES.
ZONING: R-15
USE: SINGLE FAMILY RES.
USE: CHURCH
ZONING: B-1
USE: COMMERCIAL
ZONING: CZD B-1
USE: COMMERCIAL
ZONING: R-15
USE: SINGLE FAMILY RES.
ZONING: R-15
USE: VACANT
ZONING: R-15
USE: VACANT
ZONING: R-15
USE: SINGLE FAMILY RES.
PROPOSED 2-STORY
COMMERCIAL
BUILDING
(8,000 GFA)
FFE: 48.25
13-O
2
0
'
S
I
D
E
S
E
T
B
A
C
K
2
0
'
S
I
D
E
S
E
T
B
A
C
K
18
.
7
5
'
S
H
O
D
S
I
D
E
S
E
T
B
A
C
K
PR
I
V
A
T
E
A
C
C
E
S
S
E
A
S
E
M
E
N
T
(W
I
D
T
H
V
A
R
I
E
S
)
5' SIDEWALK (TYP)
EX. 8" SS MAIN
EX. SSMH
TOP: 48.7
INV: 41.15
ADJUST TOP TO FINISHED GRADE
UP
EX. BLOCK WALL
AROUND LIGHT POLE
EX. F.H.
EX. SSMH
TOP: 40.8
INV: 30.9
30
'
P
U
B
L
I
C
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
UP
UP
t
p
t
p
EX. W.M.
EX. G.M.
TELE. PED.
10' X 70' NCDOT
SIGHT TRIANGLE
TYP.
EX. 16" WATER MAIN
PROPOSED WET DETENTION BASIN
TOB:41.0
FP:36.9
NP:35.0
BTM:28.0
28.0
36.9
31.0
UP UP
UP UP
UP UP
UP
UP
UP 30'
30'
P
U
B
L
I
C
D
.
E
.
ON
E
WA
Y
ONE
WAY
ON
E
WA
Y
ONE
WAY
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
#
4
(3
)
2
B
D
R
M
&
(
2
)
1
B
D
R
M
U
N
I
T
S
FF
E
:
4
2
.
5
PROPOSED BUILDING #6
(7) 2 BDRM & (2) 3 BDRM UNITS
FFE: 46.25
PROPOSED BUILDING #8
(7) 2 BDRM & (2) 3 BDRM UNITS
FFE: 43.25
E
X
I
S
T
I
N
G
D
I
T
C
H
EX. DRIVEWAY PIPE
35.0
41.0
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
#
9
(3
)
2
B
D
R
M
&
(
2
)
3
B
D
R
M
U
N
I
T
S
FF
E
:
4
2
.
5
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
#
5
(6
)
2
B
D
R
M
&
(
2
)
3
B
D
R
M
U
N
I
T
S
FF
E
:
4
2
.
5
PROPOSED BUILDING #7
(7) 2 BDRM & (2) 3 BDRM UNITS
FFE: 44.0
EX. GRAVEL
FENCED
STORAGE
EX. GRAVEL
PARKING
0.0
0.0
0.0
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0.7
0.4
0.1
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0.8
0.9
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0.1
0.3
1.2
1.5
0.9
0.3
0.1
0.0
0.0
0.0
0.1
0.6
1.4
1.9
0.5
0.2
0.1
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0.1
0.3
0.4
1.6
1.8
1.3
0.3
0.1
0.0
0.0
0.0
0.1
0.7
1.8
2.7
0.8
0.5
0.2
0.1
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0.0
0.1
0.3
0.6
0.5
2.4
1.6
0.4
0.1
0.0
0.0
0.1
0.1
0.8
2.0
1.8
0.4
0.7
0.2
0.1
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0.0
0.1
0.3
0.5
1.1
2.3
1.6
0.4
0.1
0.1
0.1
0.1
0.2
0.8
1.8
2.7
1.0
0.5
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
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1.7
2.1
0.7
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.6
1.2
1.7
0.0
1.6
1.1
0.6
0.3
0.4
0.7
1.4
1.3
0.5
1.6
1.0
0.6
0.5
0.6
1.2
2.0
0.5
2.0
1.6
0.8
0.5
0.4
0.5
0.9
1.6
2.0
2.6
1.9
1.5
0.9
0.8
0.8
1.2
1.7
2.3
1.8
1.2
0.7
0.4
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.3
1.0
1.7
1.2
1.3
1.9
2.4
0.7
0.5
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.4
0.6
0.4
0.3
0.1
0.1
0.1
0.2
0.3
0.4
0.4
0.3
0.2
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.3
0.6
1.2
1.8
0.1
1.9
1.3
0.8
0.7
0.8
1.4
2.2
1.0
2.2
1.6
0.8
0.4
0.2
0.1
0.1
0.0
0.1
0.1
0.2
0.4
1.2
2.0
1.7
1.5
2.2
1.5
0.5
0.7
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.1
0.1
0.0
0.0
0.0
0.1
0.2
0.4
0.3
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.5
0.6
0.4
0.3
0.2
0.2
0.2
0.3
0.4
0.4
0.6
0.6
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.1
0.2
0.7
0.7
2.1
2.1
1.4
2.0
2.4
0.7
0.5
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.3
0.4
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.7
0.9
2.1
2.0
1.3
1.6
2.1
0.7
0.3
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.4
1.1
2.0
1.5
0.9
1.0
1.2
0.6
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.9
1.5
1.0
0.5
0.5
0.5
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.4
0.6
0.5
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
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0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
50w OTrad V @ 16'
50w OTrad V @ 16'
50w OTrad V @ 16'
50w OTrad V @ 16'
50w OTrad III @ 16'50w OTrad III @ 16'
50w OTrad III @ 16'
50w OTrad III @ 16'50w OTrad III @ 16'
50w OTrad III @ 16'
50w OTrad III @ 16'
50w OTrad III @ 16'
50w OTrad III @ 16'
50w OTrad III @ 16'
50w OTrad III @ 16'
50w OTrad III @ 16'
50w OTrad III @ 16'50w OTrad III @ 16'50w OTrad III @ 16'
50w OTrad III @ 16'
50w OTrad III @ 16'
50w OTrad III @ 16'
50w OTrad III HSS @ 16'
50w OTrad III HSS @ 16'
50w OTrad III HSS @ 16'50w OTrad III HSS @ 16'
50w OTrad III HSS @ 16'
50w OTrad III HSS @ 16'
50w OTrad III HSS @ 16'
50w OTrad III HSS @ 16'
LUMENS: 56211
DIVIDE THE READINGS BELOW BY .85.
LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES,
BEEN DEPRECIATED FOR LAMP LUMEN DEPRECIATION AND
NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE
LIGHT SOURCE: 50W LED'S, 4000K
FIXTURE: TRADITIONAL OPEN LED
ISOFOOTCANDLE CURVES
MOUNTING HEIGHT: 16 FT
LEGEND (OUTER to INNER): 0.100 , 0.250 , 0.500
-80
-80
-40
0
40
-40 0 40
80
80
ASSY # LFIX-TRADO-LED-50-BLK-III-MULTIV-___-P
POLE ASSY # LPOLE-DB-FG-20FT-BLK-___-P
PATTERN: TYPE III, B1-U0-G2
PATTERN: TYPE V, B3-U0-G1
DIVIDE THE READINGS BELOW BY .85.
LUMINAIRE DIRT DEPRECIATION. FOR INITIAL FOOTCANDLES,
BEEN DEPRECIATED FOR LAMP LUMEN DEPRECIATION AND
NOTE: THE FOOTCANDLE READINGS BELOW ARE MAINTAINED AND HAVE
LIGHT SOURCE: 50W LED'S, 4000K
FIXTURE: TRADITIONAL OPEN LED
ISOFOOTCANDLE CURVES
MOUNTING HEIGHT: 16 FT
LEGEND (OUTER to INNER): 0.100 , 0.250 , 0.500
-80
-80
-40
0
40
-40 0 40
80
80
ASSY # LFIX-TRADO-LED-50-BLK-V-MULTIV-___-P
POLE ASSY # LPOLE-DB-FG-20FT-BLK-___-P
Lumens: 5855
1 OF 1
Wilmington, NC
1" = 40'
Sht.
07/23/2021
ScaleN. Johnson
DEP LIGHTING SOLUTIONS
THE PINNACLE TOWNHOMES
Drawing No.
Designed by
Date
Reviewed by
21-0121B
SITE LIGHTING PLAN
Description LED Open Traditional
Size "Arch D"
LIGHTING DESIGN TOLERANCE
he calculated footcandle light levels in this lighting design
are predicted values and are based on specific information
that has been supplied to Duke Energy. Any inaccuracies
in the supplied information, differences in luminaire installation,
lighted area geometry including elevation differences, reflective
properties of surrounding surfaces, obstructions (foliage or
otherwise) in the lighted area, or lighting from sources other
than listed in this design may produce different results from
the predicted values. Normal tolerances of voltage, lamp
output, and ballast and luminaire manufacture will also affect
results.
PROPRIETARY & CONFIDENTIAL
Customer approval__________________________________
Date_____________
REVISIONREV#DATE
REV A 04/05/2021 INITIAL DESIGN
BY
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Parking 0.8 fc 2.8 fc 0.0 fc N/A N/A
Schedule
Symbol Label Quantity Description Number
Lamps Lumens Per Lamp Light Loss Factor
50w OTrad
III
18 LED 50w Open Traditional - Type III - 4000K 1 4639 0.85
50w OTrad
V
4 LED 50w Open Traditional - Type V - 4000K 24 244 0.85
50w OTrad
III HSS
8 LED 50w Open Traditional - Type III - 4000K -
- House Side Shield
1 4034 0.85
NJ
REV B 07/23/2021 ADDED SHIELDS FOR COUNTY COMMENTS - UPDATED SITE PLAN NJ