HomeMy WebLinkAboutThe Pinnacle Site Plan Staff Markup 11.13.2020MB 17, PG 19 MB 17, PG 19MB 17, PG 19
1
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6
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6
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75.22
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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
1
(
26.76
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
EIP
8" SANITARY SEWER LINE ALONG SOUTH SIDE OF US 17
16" WATER SUPPLY LINE ALONG SOUTH SIDE OF US 17 & MARKET ST
PER CFPUA INITIAL RECORDS - MUST BE FIELD VERIFIED
6
:
103.20
1
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1
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33.46
1
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1.28
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6
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105.47
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40.20
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6
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47.17
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ERB
1
:28.60
+/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAIN
FU
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R
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E
K
R
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FENCE LINE
NAV
D
8
8
SSMH
TOP-39.5
INV-32.5
SSMH
TOP-40.8
INV-30.9
TO
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D
G
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O
F
L
A
R
G
E
D
R
A
I
N
A
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D
I
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C
H
EDGE OF ASPHALT AND TURN LANE
39
40
41
42
43
45
44
46
46
45
43
44
45
42
41
40
39
40
40
42
41
42
42
43
41
43
42
41
4
3
4
4
44
45
4
6
47
47
46
4
8
49
50
48
37
40
45
45
45
40
4
4
44
41
46 46
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
PR
O
P
.
B
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PR
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.
B
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PR
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B
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PR
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.
B
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8-O8.5-O
7-HOLLY
9.5-O9.5-O
6.5-HOLLY
7-HOLLY
4.75-HOLLY
5-HOLLY
6-HOLLY
19-P15-P
10.5-O
8.5-O
9.5-O
9.25-O
10.25-O
12.5-O
10.5-O
8-O
5-HOLLY
14.5-O
14.5-O
14-P
16.5-P
15.25-P
10-O
10-O
5-HOLLY
8-O
13.5-O 18-P
8-O
8-O
10.25-O
8.25-O 8-MAPLE
8.5-O
28-P
9.25-O
15-P
14.5-P
16.5-P
22.5-P
15-P
14.5-P
10-O
13.5-O
8-O
10.5-O
10.25-O
12-O
12-O
11.5-O10.25-O
12.25-SG
18-P
4-HOLLY
15.75-P 14.5-P
16.5-P
16-P
9.-O
11-O
15.5-P
21-P
9.5-O
10-O
12-P
21-P
8.5-SG
13.75-O
9.5-O
9-O
14-O
9.5-O
15.5-P
9.5-O
18-P
16-P4.75-MAG
15-P8.25-O
8.25-O
8.75-SG 13.5-P
17-P
6-HOLLY
10-O
9-O
8.3-O
13.25-O
10-O
10.5-O
8.5-O
9.7-O
11.8-O
12.8-O
8.8-O
13.4-O
12.4-O
12.5-O8.8-O
11.7-O
9.6-O
13.3-P8-O
20.46-P
9-O 12-O
8.6-O
16.8-P
9.2-O
9.6-O
15.1-P
10.2-O9.25-O
20.1-P
13.5-P
16.5-P
12-P
15.5-P
18.5-P
9.5-O
11-O
9.5-MAPLE
11.9-MAPLE
11.5-MAPLE
14.7-P
9.75-O 8.5-O
17-P
10.25-O
9.5-O
10-O
10.9-O
12.2-O
13.4-P 8.6-O
9-O
8.9-O
9.8-O
11.2-O
8.3-O
9.3OHW
9OHW
5-HOLLY
12.9-P
13.3-P
16.1-P
6.2-HOLLY
13.5-P
15-P
16.3-O
9.8-O
14.5-P
11.6-O
4-HOLLY
8.4-O
5.5-HOLLY
10.9-O13.8-SG
13.7-SG
12-O
9.7-O
18.8-P
16.9-P
14-O
13-O
8.3-O
6.1-HOLLY
15-O9.4-O17.2-P
4.5-HOLLY
11.3-O11.5-O
16.8-O
4.5-HOLLY
22-P
13.4-O
10.2-O
4.4-HOLLY
5.2-HOLLY
11.9-O
4.5-HOLLY
11.7-O
9.1-O
8.5-O
9.5-O
13-O
17.8-SG
9-SG 10-O
11.2-O
11.3-O
9.2-O
11.1-O 9.4-O
4.7-HOLLY
10.5-O
13.2-O
15.6-O
8.6-O
10.3-O
11.3-O
11.1-O
17-P
23.8-P
9.7-O
5.2-HOLLY
11.3-O
18-P
16.2-P
8.4-O 15.3-P
8-O8.7-O
10.5-O
10-SG
8-O
10.6-O
9.5-SG
14.5-P
14-O
12-SG
17.5-O
13.5-O
17.5-P
11.5-O
12.25-O
12.5-O
15.5-P
9.5-O
9.5-O
9.5-O
8.25-O
8.25-O
16.5-P
16.5-P
17-P
8.75-O
19.5-P
15.5-P
10-O
9.5-OHW
8.5-O
17.5-O
18-P
9.5-SG
22.25-P
11.5-O
9-MAPLE
21.25-P
15.75-P
23-P
16.25-P
22.25-P
21-P
21-P
11.5-O
20.5-P
8.5-O
27.1-P
16-P
16.5-P
12-O
16OHW
8-SG
9.5-SG
16-O
13.25-O
8.5-SG 8.5-SG
11.1-O
9-O 12-SG
15-P
9.2-O
9-SG
9.3-SG
9.5-SG
17-SG
18.2-SG
23.8-SG
22.25-P
23-P
9.5-O
14.5-SG
11.1-O
9.1-O
11.5-O
11.5-O
13-SG20-O
15.2-O
15-O
10.5-SG
10-SG
10.7-O
18.5-SG
13.6-P
19-P
23.75-P
13.25-O
12-O
8.25-O
19-P
13-O
12.75-O
21.25-P
10-O
10.5-O
14.75-P
16-P
11-O
13-O
10-O
12-P
15-P13-P
12-P
15-P
18.25-P
8-O
12-O
12-O
9-O
10.5-O
9-SG 8.5-MAPLE
14-P
15-P
14.5-P
11.5-MAPLE
18-P
11-MAPLE
9.5-O
13.25-P
17.5-P
12-P
14.5-P
6--MAG
10-O
8.6-O
11.1-O
8-O
8.5-O 14-O
18.6-P
11.1-O
10.75-O
19.25-P
12-P20.5-P 15-P
16.8-P
10-O
10.5-O
12.75-SG
11.75-O
9.75-O
11.5-O
9.1-O
9.3-O15.3-O
10.9-O
6-HOLLY
HOLLY CLUSTER
8.1-O
11.9-O
10.25-O
11.6-O
16.1-P
10-O
12.2-O
15.5-P
13.25-O
15.5-O
17-P
8.9-O
8.7-MAPLE
13.5-MAPLE
13.5-MAPLE
18.4-O
11.9-O
14.6-O
14.6-O
13.3-O
13-SG
13-SG
12.6-P
21.8-P
13.4-P
8.5-O
16-P
8.25-O
8.7-O
10.6-O
10.3-O
13.9-P
10-O 9.1-O
8.1-O
10-O
9.3-O
19.3-P 19.8-P
10.25-O
15.5-P
12.75-P
10.75-O
15.25-O
15.25-O
10-O
11.5-O 4-HOLLY
13.25-O
23.5-P
18.25-P
11-O
11.4-O
8.2-O
10.2-SG
15.5-P
8.75-O
12.9-O
9.5-O
16.3-O
21.9-P
4-HOLLY
11.4-MAPLE
9.5-O
17-P
16-P
12.5-O8-O
9-O 12-P
16.5-P
8-SG
13.25-O
CB(CZD) OUTPARCEL
(1.04 AC)
C-0
1
EX
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&
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A
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P
L
A
N
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 3
JAE
CDC
CDC
24x36
10/14/2020
PRE
L
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DRA
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FOR
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US
1
7
MA
R
K
E
T
S
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SIT
E
PROPERTY LINE
ADJOINERS
LIMITS OF DISTURBANCE
TREES TO BE REMOVED
LEGEND
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)
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. NO WETLANDS EXIST ON SITE.
TREE PRESERVATION NOTES:
1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION
FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES.
2. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED
WITHIN THE TREE PROTECTION FENCING.
MB 17, PG 19 MB 17, PG 19MB 17, PG 19
MA
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W
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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
8" SANITARY SEWER LINE ALONG SOUTH SIDE OF US 17
16" WATER SUPPLY LINE ALONG SOUTH SIDE OF US 17 & MARKET ST
PER CFPUA INITIAL RECORDS - MUST BE FIELD VERIFIED
+/- 30' CORRIDOR-DEDICATED WIDTH UNCERTAIN
FU
T
C
H
C
R
E
E
K
R
D
FENCE LINE
SSMH
TOP-39.5
INV-32.5
SSMH
TOP-40.8
INV-30.9
EDGE OF ASPHALT AND TURN LANE
39
40
41
42
43
45
44
46
46
45
43
44
45
42
41
40
39
40
40
42
41
42
42
43
41
43
42
41
4
3
4
4
44
45
4
6
47
47
46
4
8
49
50
48
37
40
45
45
45
40
4
4
44
41
46 46
STORMWATER BASIN
PROP. STORM DRAIN PIPE NETWORK TO
REPLACE EX. DITCH.
20
'
B
U
F
F
E
R
&
S
I
D
E
S
E
T
B
A
C
K
20' BUFFER
20
'
B
U
F
F
E
R
&
S
I
D
E
S
E
T
B
A
C
K
20' BUFFER & SIDE SETBACK
30
'
P
U
B
L
I
C
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
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 BUILDING
(9) 2 BEDROOM UNITS
PROPOSED BUILDING
(9) 2 BEDROOM UNITS
PROPOSED BUILDING
(9) 2 BEDROOM UNITS
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
(5
)
2
B
E
D
R
O
O
M
U
N
I
T
S
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
(5
)
2
B
E
D
R
O
O
M
U
N
I
T
S
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
(5
)
2
B
E
D
R
O
O
M
U
N
I
T
S
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
(5
)
2
B
E
D
R
O
O
M
U
N
I
T
S
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
(5
)
2
B
E
D
R
O
O
M
U
N
I
T
S
PR
O
P
O
S
E
D
B
U
I
L
D
I
N
G
(8
)
2
B
E
D
R
O
O
M
U
N
I
T
S
PROPOSED 2-STORY
COMMERCIAL
BUILDING
(8,000 GFA)
9
118
5
12
14 9
10
13
3
4
9
7
11
6
6
15
8" PVC SS
8"
P
V
C
S
S
8
"
P
V
C
S
S
8"
P
V
C
S
S
1
8
"
R
C
P
1
8
"
R
C
P
18
"
R
C
P
30'
P
U
B
L
I
C
D
.
E
.
8
"
P
V
C
9
(1) F.H. ASSY
(1) F.H. ASSY
(1) 6" X 2" REDUCER
(1) 2" G.V. %(1'6
%(1'6
%(1'6
(1) 6" X 8" TEE
(2) 6" G.V.
8" PVC
8
(1) 6" X 8" TEE
(1) 8" G.V.
(1) F.H. ASSY
%(1'6
(1) 2" B.O. ASSY
(1) 2" B.O. ASSY
(1) 16" X 8" T.S&V.
36" FES
W/9'X12'X18" ED
30" FES
W/8'X10'X18" ED
36" FES
DI#1
SDMH#1
DI#2
DI#3
DI#4
DI#5
DI#6
DI#7
DI#8DI#9
DI#10
SDMH#2
SDMH#3
SDMH#4
SDMH#5
2
0
'
B
U
F
F
E
R
&
S
I
D
E
S
E
T
B
A
C
K
10-O
8.6-O
11.1-O
8-O
8.5-O 14-O
18.6-P
11.1-O
10.75-O
19.25-P
12-P20.5-P 15-P
16.8-P
10-O
10.5-O
12.75-SG
11.75-O
9.75-O
11.5-O
9.1-O
9.3-O15.3-O
10.9-O
6-HOLLY
HOLLY CLUSTER
8.1-O
11.9-O
10.25-O
11.6-O
16.1-P
10-O
12.2-O
15.5-P
13.25-O
15.5-O
17-P
8.9-O
8.7-MAPLE
13.5-MAPLE
13.5-MAPLE
18.4-O
11.9-O
14.6-O
14.6-O
13.3-O
13-SG
13-SG
12.6-P
21.8-P
13.4-P
8.5-O
16-P
8.25-O
8.7-O
10.6-O
10.3-O
13.9-P
10-O 9.1-O
8.1-O
10-O
9.3-O
19.3-P 19.8-P
10.25-O
12.75-P
10.75-O
15.25-O
15.25-O
10-O
11.5-O 4-HOLLY
13.25-O
23.5-P
18.25-P
11-O
11.4-O
8.2-O
10.2-SG
15.5-P
8.75-O
12.9-O
9.5-O
16.3-O
21.9-P
4-HOLLY
11.4-MAPLE
9.5-O
16-P
12.5-O8-O
9-O 12-P
16.5-P
8-SG
13.25-O
CB(CZD) OUTPARCEL
(1.04 AC)
10' BUFFER W/ FENCE
20
'
S
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B
A
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K
2
0
'
S
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18
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7
5
'
S
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B
A
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25' REAR SETBACK
25' REAR SETBACK
27.5'
20' SIDE SETBACK
24'
18' (TYP)
9' (TYP)
9' (TYP)
27' (TYP)
24
'
14'
14
'
24'
24
'
24'
14'
8' (TYP)
22' (TYP)
5' SIDEWALK (TYP)
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 3
JAE
CDC
CDC
24x36
10/14/2020
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.)
RMF-L(CZD) ACREAGE:266,219 S.F. (6.11 AC.)
CB(CZD) ACREAGE:45,265 (1.04 AC.)
PROPOSED USE (RMF-L CZD)RESIDENTIAL TOWN HOMES
DENSITY:60 DU/6.11 AC.= 9.8 DU/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)
BUILDING HEIGHT (ALL BUILDINGS): 2-STORY (35' MAX)
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 57,733 S.F.
ASPHALT PARKING 83,330 S.F.
CONCRETE SIDEWALK, C&G, ETC. 13,790 S.F.
TOTAL 154,853 S.F (49.7%)
PARKING REQUIRED (CB CZD): (1 Space per 400 S.F.):
8,000 S.F.=20 SPACES
PARKING PROVIDED (CB CZD):36 SPACES (2 ADA)
PARKING REQUIRED (RMF-L CZD): (2 Space per D.U.):
60 D.U.=120 SPACES
PARKING PROVIDED (RMF-L CZD):133 SPACES (5 ADA)
INTERIOR PARKING AREA REQUIREMENT: (8% OF PARKING AREA)
REQUIRED: 83,330 S.F. X .08 =6,666 S.F.
PROVIDED:9,000 S.F.
STREETYARD REQUIREMENT: 37.5' (18.75' MIN & 56.25' MAX WIDTH)
REQUIRED: 155.75'-27.5' = 128.25' X 37.5'= 4,809 S.F.
PROVIDED:4,825 S.F.
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: 14,900 GPD
TOTAL OPEN SPACE REQUIREMENT: (20% OF RMF-L CZD SITE AREA)
6.11 AC. X 20%= 1.2 AC
PROVIDED:1.2 AC
PROPERTY LINE
RIGHT OF WAY
ADJOINERS
PROPOSED LOTLINE
EX. EOP
PROP. EASEMENT
CENTER LINE
WATERLINE
SANITARY SEWER LINE
RUNOFF FLOW DIRECTION
SPOT ELEVATION
DROP INLET
PARKING LOT LANDSCAPING
STREETYARD
FOUNDATION PLANTINGS
FIRE HYDRANT ASSY
BLOW OFF ASSEMBLY
GATE VALVE
REDUCER
LEGEND
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.
FIRE & SAFETY NOTES:
1. PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS.
2. ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT
ALL TIMES.Designer's Plan Certification:
Signature:
Printed Name and Title:
Date:
Registration Number:
"I hereby certify that this plan has been prepared in accordance with the latest
New Hanover County Ordinances and Storm Water Design Manual."
Property Owner Certification:
Signature:
Printed Name and Title:
Date:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that upon
receipt of "Authorization-To-Construct" any clearing, grading, construction or development,
will be performed in accordance with this plan and that the applicable ordinances and rules of
New Hanover County, the State of North Carolina and the Federal Government and its
agencies which are hereby made part of this plan. As the owner, I (we) accept full
SEAL
responsibility for the construction and operation and maintenance of the proposed facilities. I
(We) will not attempt to transfer of this responsibility without written authorization of
New Hanover County."
25.5
C-2
3
DE
T
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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 3
JAE
CDC
CDC
24x36
10/14/2020
PRE
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MIN. 12-1/2 GA.
INTERMEDIATE WIRES
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
36" IN WIDTH. FABRIC SHALL BE FASTENED
SELF-FASTENER STEEL ANGLE TYPE.
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
TEMPORARY SILT FENCE
NTS
SPACING.
ENGINEER.
NOTES:
VARIES (6'-8' MIN.)
AS DIR. BY ENG.
STEEL POST
FI
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F
A
B
R
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WIRE FABRIC
FILTER FABRIC
4"
8"6"
ANCHOR
FABRIC
SKIRT AS
DIRECTED
BY
ENGINEER ENERGY DISSIPATOR
NTS
SECTION A - A FILTER FABRIC
SEE PLAN
SEE PLAN
SE
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1. CLASS "B" RIP RAP TO BE USED FOR ALL ENERGY DISSIPATOR AREAS.
NOTES:
NTS
SUBGRADE
COMPACTED
2" SF9.5A
8" ABC
PAVEMENT SECTION
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.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
PUB
L
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A
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COARSE AGGREGATE
2" - 3"
6" MIN.REQ
U
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50'
M
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.
12'
M
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GEO FABRIC LINER
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
NOTE:
ENTRANCE. WHICHEVER IS GREATER.
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.HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
2'
2'
4' MAX.
NCDOT #5 OR # 57
WASHED STONE
2:
1
16
"
19-GAUGE HARDWARE CLOTH
(1/4 MESH OPENINGS)
FILTERED
WATER
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(12 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF
ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS
NEEDED.
MAINTENANCE:
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH
GROUNDCOVER.
WHEEL STOP DETAIL
NTS
1. CONTRACTOR SHALL INSTALL PER CITY OF WILMINGTON TECHNICAL STANDARD PER SD 15-13
NOTE:
WIDTH x LENGTH x HEIGHT
1/2"1/2"6'-11"
FRONT VIEW
+2/(6
1/2"
END VIEW
4.5"
1/2"8"
9" x 7'-0" x 4"
4000 PSI @
4 - #4 REBAR
28 DAYS
CONCRETE:
REINFORCING:
PLAN VIEW
12"
7'
12"
2. CONTRACTOR SHALL INSTALL WHEEL STOP 2.5' FROM SIDEWALK.
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
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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
PLAN
1" 6" 5 3/4"
MANHOLE DIAMETER
SHALL BE 1'-0"
LARGER THAN THE
FORM FLOW CHANNEL
3'-3" MIN. 3'-1 3/4" MIN.
CONC.MH BLOCKS PRECAST MH RINGS
SECTION
STORM DRAIN MANHOLE DETAIL
BLOCK
CONC. M.H.
NTS
8"LARGEST PIPE 8"
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
NOTE
MIN WEIGHTS:
FRAME: 208 LBS.
COVER: 120 LBS.
3/4" CEMENT
MORTAR SEAL
STD. M.H. RING & COVER
1'-0" OC
M.H. STEPS @ 1'-0" 1'-0"
DOT APPROVED
PRECAST 4" RISER RING
PRECAST M.H. UNITS WITH
CAST IN PLACE STEPS @ 12" OC
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
DROP INLET DETAIL
3000 PSI CONC.
NTS
BRICK MASONRY
FLOW
6"
CONC. COLLAR
6"
DROP INLET TO HAVE SAND
LEAVE OPENING AS SHOWN
TRAP, DROP FOOTING 12" &
ELEV. VARIES
ASPHALT PAVEMENT
SECTION
NOTE:
8"
2'-0"8"8"
1'-0"
VA
R
I
E
S
4"
CONC. COLLAR
SEE PLAN FOR PIPE
ORIENTATION
NOTE: USE DEWEY BROS.
FOR YARD INLETS
BASINS AND CH-BN-47
CH-BN 3A FOR CATCH
PLAN
CASTING
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
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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