wilmington must be performed or authorized by the engineer....
TRANSCRIPT
12" R
CP
12"
RCP
48" RCP
12" R
CP
12" RCP
96" R
CP
12" RCP
18" RCP
12" RCP
RIM=33.14INV=29.2
RIM=33.27INV=22.68
18" RCP
OF BOX
RIM=33.23INV=26.13
RIM=37.29INV IN=28.74(18")INV OUT=23.64(96")
INT MANHOLE
TOP SS PIPE=28.39
RIM=33.96INV=30.06
INV=31.8912" RCP
RIM=31.73INV=24.27
RIM=32.25INV=27.09
INV=29.7812" RCP
ONE BIG STORM DRAIN
BOX UNDER BOTH
MANHOLES
31
31
31
31
32
32
32
32
32
32
32
32
33
33
33
33
3333
33
33
34
34
34
34
34
34
34
34
35
35
35
35
35
35 35
36
3636
36
12" GUM
20" GUM
15" PINE15" PINE
20" SYCAMORE
16" SYCAMORE
10" GUM
6" CHERRY
12" WALNUT
32.71
32.64
34.00
34.31
34.90
32.53
33.07
32.51
34.10
33.80
33.06
32.85
33.64
33.44
33.75
31.92
33.67
34.43
35.23
35.69
36.29
35.02
37.10
35.41
34.49
31.62
32.02
34.41
34.64
34.50
34.4134.41
34.99
35.42
35.42
35.49
34.30
34.21
34.25
33.76
33.63
31.60
33.24
32.80
34.45
31.83
31.91
31.96
32.8733.18
33.76
33.97
33.98
32.03
31.60
31.14
31.44
31.04
31.69
31.39
32.15
30.74
31.19
31.4832.25
35.18
33.68
31.53
33.66
33.44
33.65
33.17
31.48
33.85
34.85
34.20
33.22
35.46
32.19
35.35
36.44
30.87
32.38
34.83
34.11
32.40
30.60
33.26
35.54
36.15
34.77
33.77
34.52
35.21
33.84
33.03
31.8331.83
32.86
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
54" RCP
12" P
VC
10" PVC
10" PVC
RIM=36.37INV=27.93
RIM=35.51INV=28.13
10" PVC
APPROXIMATE LOCATION OF 6" WATER LINE PER G.I.S. SOURCES
APPROXIMATE LOCATION OF 6" WATER LINE PER G.I.S. SOURCES
N57°45'00"W210.00'
S32°15'00"W
210.
00'
N32°15'00"E
210.
00'
S57°45'00"E 210.00'
12" R
CP
12"
RCP
48" RCP
12" R
CP
12" RCP
96" R
CP
12" RCP
18" RCP
12" RCP
RIM=33.14INV=29.2
RIM=33.27INV=22.68
18" RCP
OF BOX
RIM=33.23INV=26.13
RIM=37.29INV IN=28.74(18")INV OUT=23.64(96")
INT MANHOLE
TOP SS PIPE=28.39
RIM=33.96INV=30.06
INV=31.8912" RCP
RIM=31.73INV=24.27
RIM=32.25INV=27.09
INV=29.7812" RCP
ONE BIG STORM DRAIN
BOX UNDER BOTH
MANHOLES
31
31
31
31
32
32
32
32
32
32
32
32
33
33
33
33
3333
33
33
34
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34
34
34
34
34
35
35
35
35
35
35 35
36
3636
36
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
APPROXIMATE LOCATION OF SANITARY SEWER LINE PER G.I.S. SOURCES
54" RCP
12" P
VC
10" PVC
10" PVC
RIM=33.34INV IN=25.39(10")INV=22.39(12")
RIM=37.76INV IN=24.36(10")INV OUT=23.26(12")
RIM=36.37INV=27.93
RIM=35.51INV=28.13
RIM=35.48INV=29.24
10" PVC
APPROXIMATE LOCATION OF 6" WATER LINE PER G.I.S. SOURCES
APPROXIMATE LOCATION OF 6" WATER LINE PER G.I.S. SOURCES
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name
Planning
Traffic
Fire
Date
NORTH CAROLINAILMINGTONWCITY OF
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39th STREET
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CHERRY AVE
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GARDEN AVE
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S
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D
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D
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D
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D
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D
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D
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D
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S
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D
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Y
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H
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N/F BLANTON
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DB 4981 PG 1788
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ZONING:O&I-1
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N/F DELPILAR
AutoCAD SHX Text
DB 4429 PG 442
AutoCAD SHX Text
ZONING: O&I-1
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LANDUSE:OFFICE
AutoCAD SHX Text
N/F RESNIK
AutoCAD SHX Text
DB 4697 PG 249
AutoCAD SHX Text
ZONING: O&I-1
AutoCAD SHX Text
LANDUSE:OFFICE
AutoCAD SHX Text
N/F UMSTETTER
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DB 2683 PG 27
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ZONING: R-10
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LANDUSE:RESIDENTIAL
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N/F UMSTETTER
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DB 2683 PG 27
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ZONING: R-10
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LANDUSE:RESIDENTIAL
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N/F INGRAM
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DB 3232 PG 249
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
DB 6168 PG 1474
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F ATEYEH
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DB 6187 PG 1213
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
S
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S
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S
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S
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D
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D
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D
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D
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D
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D
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D
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S
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D
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Y
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H
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N/F BLANTON
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DB 4981 PG 1788
AutoCAD SHX Text
ZONING:O&I-1
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F DELPILAR
AutoCAD SHX Text
DB 4429 PG 442
AutoCAD SHX Text
ZONING: O&I-1
AutoCAD SHX Text
LANDUSE:OFFICE
AutoCAD SHX Text
N/F RESNIK
AutoCAD SHX Text
DB 4697 PG 249
AutoCAD SHX Text
ZONING: O&I-1
AutoCAD SHX Text
LANDUSE:OFFICE
AutoCAD SHX Text
N/F MORRIS
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DB 5976 PG 462
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ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
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N/F UMSTETTER
AutoCAD SHX Text
DB 2683 PG 27
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F UMSTETTER
AutoCAD SHX Text
DB 2683 PG 27
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F INGRAM
AutoCAD SHX Text
DB 3232 PG 249
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F RIANO
AutoCAD SHX Text
DB 6168 PG 1474
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F ATEYEH
AutoCAD SHX Text
DB 6187 PG 1213
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F MCGARRY
AutoCAD SHX Text
DB 5836 PG 2684
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
STOP
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STOP
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STOP
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STOP
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STOP
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STOP
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Sheet No.
AutoCAD SHX Text
Of
AutoCAD SHX Text
(910) 791-4441
AutoCAD SHX Text
must be performed or authorized by the Engineer. Copies of this document must come from the original document
AutoCAD SHX Text
part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
AutoCAD SHX Text
This document is copyrighted by CSD ENGINEERING, with all rights reserved. The use of this document, or any
AutoCAD SHX Text
containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
AutoCAD SHX Text
LAND PLANNING
AutoCAD SHX Text
COMMERCIAL / RESIDENTIAL
AutoCAD SHX Text
ENGINEERING
AutoCAD SHX Text
P.O. BOX 4041
AutoCAD SHX Text
WILMINGTON, NC 28406
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
REMARKS
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DATE
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BY
AutoCAD SHX Text
LICENSE # C-2710
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30 15 0 30 60 90
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SCALE IN FEET: 1"= 30'
AutoCAD SHX Text
7
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2
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HORZ. SCALE: AS NOTED
AutoCAD SHX Text
VERT. SCALE: N/A
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DATE: 3-21-19
AutoCAD SHX Text
CHECKED BY: HSR
AutoCAD SHX Text
DRAWN BY: RLW
AutoCAD SHX Text
PROJECT NO.: 05-0083
AutoCAD SHX Text
EX. CONDITIONS / SITE INVENTORY
AutoCAD SHX Text
NEW HANOVER COUNTY, NORTH CAROLINA
AutoCAD SHX Text
LOCATED IN CITY OF WILMINGTON
AutoCAD SHX Text
106 FOSTER AVE
AutoCAD SHX Text
CHARLOTTE, NC 28203
AutoCAD SHX Text
NEW HANOVER 39TH STREET LLC
AutoCAD SHX Text
OWNER:
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EXISTING CONDITIONS / SITE INVENTORY
AutoCAD SHX Text
GARDEN AVE
AutoCAD SHX Text
1
AutoCAD SHX Text
REVISED PER TRC COMMENTS
AutoCAD SHX Text
RLW
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5-14-19
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CHERRY AVE
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FLORAL PKWY
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39TH STREET
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WRIGHTSVILLE AVE
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PARK AVE.
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CHERRY AVE
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%%UADJACENT TRAFFIC PATTERNS
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CHERRY AVE MIXED USE
AutoCAD SHX Text
CHERRY AVE MIXED USE
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%%UTREES SCHEDULED FOR REMOVAL
AutoCAD SHX Text
Date:____________ Permit #____________
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Signed: ____________________________
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APPROVED STORMWATER MANAGEMENT PLAN
AutoCAD SHX Text
Public Services
AutoCAD SHX Text
Engineering Division
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60 30 0 60 120 180
AutoCAD SHX Text
SCALE IN FEET: 1"= 60'
AutoCAD SHX Text
PRELIMINARY
12" R
CP
12"
RCP
48" RCP
12" R
CP
12" RCP
96" R
CP
12" RCP
18" RCP
12" RCP
RIM=33.14INV=29.2
RIM=33.27INV=22.68
18" RCP
OF BOX
RIM=33.23INV=26.13
RIM=37.29INV IN=28.74(18")INV OUT=23.64(96")
INT MANHOLE
TOP SS PIPE=28.39
RIM=33.96INV=30.06
INV=31.8912" RCP
RIM=31.73INV=24.27
RIM=32.25INV=27.09
INV=29.7812" RCP
ONE BIG STORM DRAIN
BOX UNDER BOTH
MANHOLES
31
31
31
31
32
32
32
32
32
32
32
32
33
33
33
33
3333
33
33
34
34
34
34
34
34
34
34
35
35
35
35
35
35 35
36
3636
36
12" GUM
20" GUM
15" PINE15" PINE
20" SYCAMORE
16" SYCAMORE
10" GUM
6" CHERRY
12" WALNUT
32.71
32.64
34.00
34.31
34.90
32.53
33.07
32.51
34.10
33.80
33.06
32.85
33.64
33.44
33.75
31.92
33.67
34.43
35.23
35.69
36.29
35.02
37.10
35.41
34.49
31.62
32.02
34.41
34.64
34.50
34.4134.41
34.99
35.42
35.42
35.49
34.30
34.21
34.25
33.76
33.63
31.60
33.24
32.80
34.45
31.83
31.91
31.96
32.8733.18
33.76
33.97
33.98
32.03
31.60
31.14
31.44
31.04
31.69
31.39
32.15
30.74
31.19
31.48
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
APPROXIMATE LOCATION OF SANITARY SEWER LINE PER G.I.S. SOURCES
54" RCP
12" P
VC
10" PVC
10" PVC
RIM=33.34INV IN=25.39(10")INV=22.39(12")
RIM=37.76INV IN=24.36(10")INV OUT=23.26(12")
RIM=36.37INV=27.93
RIM=35.51INV=28.13
RIM=35.48INV=29.24
10" PVC
APPROXIMATE LOCATION OF 6" WATER LINE PER G.I.S. SOURCES
APPROXIMATE LOCATION OF 6" WATER LINE PER G.I.S. SOURCES
N57°45'00"W210.00'
S32°15'00"W
210.
00'
N32°15'00"E
210.
00'
S57°45'00"E 210.00'
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name
Planning
Traffic
Fire
Date
NORTH CAROLINAILMINGTONWCITY OF
AutoCAD SHX Text
39th STREET
AutoCAD SHX Text
CHERRY AVE
AutoCAD SHX Text
GARDEN AVE
AutoCAD SHX Text
9' STREET YARD
AutoCAD SHX Text
10' SIDE SETBACK
AutoCAD SHX Text
9' STREET YARD
AutoCAD SHX Text
20' REAR SETBACK
AutoCAD SHX Text
20' FRONT SETBACK
AutoCAD SHX Text
20' CORNER SETBACK
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
Y
AutoCAD SHX Text
H
AutoCAD SHX Text
35' BLD SETBACK
AutoCAD SHX Text
N/F BLANTON
AutoCAD SHX Text
DB 4981 PG 1788
AutoCAD SHX Text
ZONING:O&I-1
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F DELPILAR
AutoCAD SHX Text
DB 4429 PG 442
AutoCAD SHX Text
ZONING: O&I-1
AutoCAD SHX Text
LANDUSE:OFFICE
AutoCAD SHX Text
N/F RESNIK
AutoCAD SHX Text
DB 4697 PG 249
AutoCAD SHX Text
ZONING: O&I-1
AutoCAD SHX Text
LANDUSE:OFFICE
AutoCAD SHX Text
N/F UMSTETTER
AutoCAD SHX Text
DB 2683 PG 27
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F UMSTETTER
AutoCAD SHX Text
DB 2683 PG 27
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F INGRAM
AutoCAD SHX Text
DB 3232 PG 249
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F RIANO
AutoCAD SHX Text
DB 6168 PG 1474
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F ATEYEH
AutoCAD SHX Text
DB 6187 PG 1213
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
N/F MCGARRY
AutoCAD SHX Text
DB 5836 PG 2684
AutoCAD SHX Text
ZONING: R-10
AutoCAD SHX Text
LANDUSE:RESIDENTIAL
AutoCAD SHX Text
18' STREET YARD
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STOP
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STOP
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STOP
AutoCAD SHX Text
Sheet No.
AutoCAD SHX Text
Of
AutoCAD SHX Text
(910) 791-4441
AutoCAD SHX Text
must be performed or authorized by the Engineer. Copies of this document must come from the original document
AutoCAD SHX Text
part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
AutoCAD SHX Text
This document is copyrighted by CSD ENGINEERING, with all rights reserved. The use of this document, or any
AutoCAD SHX Text
containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
AutoCAD SHX Text
LAND PLANNING
AutoCAD SHX Text
COMMERCIAL / RESIDENTIAL
AutoCAD SHX Text
ENGINEERING
AutoCAD SHX Text
P.O. BOX 4041
AutoCAD SHX Text
WILMINGTON, NC 28406
AutoCAD SHX Text
REV. NO.
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
DATE
AutoCAD SHX Text
BY
AutoCAD SHX Text
LICENSE # C-2710
AutoCAD SHX Text
7
AutoCAD SHX Text
3
AutoCAD SHX Text
HORZ. SCALE: 1" = 20'
AutoCAD SHX Text
VERT. SCALE: N/A
AutoCAD SHX Text
DATE: 3-21-19
AutoCAD SHX Text
CHECKED BY: HSR
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DRAWN BY: RLW
AutoCAD SHX Text
PROJECT NO.: 05-0083
AutoCAD SHX Text
SITE PLAN FOR
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%%ULEGEND
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EXISTING STORM DRAIN
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PROP BUILDING
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EXISTING BOUNDARY
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EXISTING TREE
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EXISTING CONTOUR
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PROPOSED CONCRETE
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EXISTING WATER
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EXISTING SEWER
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W
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SS
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EXISTING FIRE HYDRANT
AutoCAD SHX Text
NEW HANOVER COUNTY, NORTH CAROLINA
AutoCAD SHX Text
LOCATED IN CITY OF WILMINGTON
AutoCAD SHX Text
106 FOSTER AVE
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CHARLOTTE, NC 28203
AutoCAD SHX Text
NEW HANOVER 39TH STREET LLC
AutoCAD SHX Text
OWNER:
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SITE PLAN for
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PROPOSED TREE
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LOCATION MAP
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NOT TO SCALE
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SITE
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5 FT
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1
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REVISED PER TRC COMMENTS
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RLW
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5-14-19
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35.2 FT
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18 FT
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EXISTING FIRE HYDRANT
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18 FT
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46 FT
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46 FT
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PROP. 5 FT SIDEWALK
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%%UWATER & SEWER USAGE NOTES:
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CURRENT WATER USAGE 0 GPD
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CURRENT SEWER USAGE 0 GPD
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PROPOSED WATER USAGE 11,140 GPD
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PROPOSED SEWER USAGE 11,140 GPD
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WATER -46 (1) BEDROOM X 240 GPD = 11,040 GPD
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%%UUTILITY NOTES:
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%%UTRAFFIC ENGINEERING NOTES:
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%%UENVIRONMENTAL NOTES:
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%%UFIRE & LIFE SAFETY NOTES:
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1. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FIRE HYDRANTS LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FIRE HYDRANTS OR FDC'S. A 3 FT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT. 2. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. 3. PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE FIRE LINE PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE FIRE LINE PERMIT FROM COW FIRE AND LIFE SAFETY DIVISION, 910-343-0696. 4. ALL FDC LOCATIONS TO BE SHOWN ON FINAL PLAN. ALL FDC LOCATIONS TO BE SHOWN ON FINAL PLAN. 5. FDC MUST BE ON THE FRONT OF THE BUILDING(S) UNLESS OTHERWISE FDC MUST BE ON THE FRONT OF THE BUILDING(S) UNLESS OTHERWISE APPROVED. 6. FIRE HYDRANTS TO BE INSTALLED PER CITY OF WILMINGTON ORDINANCE FIRE HYDRANTS TO BE INSTALLED PER CITY OF WILMINGTON ORDINANCE AND CFPUA STANDARDS. 7. WATER FLOW ANALYSIS WILL BE REQUIRED TO DETERMINE THE CORRECT WATER FLOW ANALYSIS WILL BE REQUIRED TO DETERMINE THE CORRECT MAIN SIZE TO MEET FIRE FLOW DEMAND. 8. NEW HYDRANTS TO BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE NEW HYDRANTS TO BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE. 9. HYDRANT MUST BE WITHIN 150 FT OF THE FDC (MEASURED AS THE HYDRANT MUST BE WITHIN 150 FT OF THE FDC (MEASURED AS THE TRUCK DRIVES). 10. FDC MUST BE WITHIN 40 FT OF FIRE APPARATUS PLACEMENT. FDC MUST BE WITHIN 40 FT OF FIRE APPARATUS PLACEMENT. 11. IN ADDITION TO THE STANDARD COMMENTS, ADDITIONAL FIRE IN ADDITION TO THE STANDARD COMMENTS, ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT. 12. CONTRACTOR SHALL SUBMIT A RADIO STRENGTH STUDY THAT CONTRACTOR SHALL SUBMIT A RADIO STRENGTH STUDY THAT DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION 510 OF THE 2018 NC FIRE CODE.
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1. PROJECT SHALL COMPLY WITH THE CITY OF WILMINGTON AND CFPUA CROSS PROJECT SHALL COMPLY WITH THE CITY OF WILMINGTON AND CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL ALL REQUIREMENTS ARE MET. CALL 343-3910 FOR INFORMATION. 2. IF THE CONTRACTOR DESIRES WATER FOR CONSTRUCTION HE/SHE SHALL APPLY IF THE CONTRACTOR DESIRES WATER FOR CONSTRUCTION HE/SHE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 3. ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CFPUA AND APPROVED BY USCFCCCHR OR ASSE. CALL 799-6064 FOR INFORMATION. 4. WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE PROPOSED, THE WHEN PVC WATER MAINS AND/OR POLYETHYLENE SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS. THE WIRE IS TO BE ACCESSIBLE AT ALL FIRE HYDRANTS AND WATER METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES. 5. 36"MINIMUM COVER OVER ALL WATER MAINS. 36"MINIMUM COVER OVER ALL WATER MAINS. 6. ANY SEPARATE CONNECTION FOR IRRIGATION SHALL COMPLY WITH CITY AND ANY SEPARATE CONNECTION FOR IRRIGATION SHALL COMPLY WITH CITY AND CFPUA CROSS-CONNECTION REQUIREMENTS WITH APPROVED BACKFLOW PREVENTION DEVICES. 7. AT LOCATIONS WHERE WATER MAIN CROSSES UNDER SANITARY SEWER, DUCTILE AT LOCATIONS WHERE WATER MAIN CROSSES UNDER SANITARY SEWER, DUCTILE IRON PIPE SHALL BE USED ALONG WITH PROVIDING 24" MINIMUM OF VERTICAL SEPARATION. 8. WATER SERVICES CAN NOT BE ACTIVATED ON NEW WATER MAINS UNTIL WATER SERVICES CAN NOT BE ACTIVATED ON NEW WATER MAINS UNTIL ENGINEER'S CERTIFICATION AND APPLICANT'S CERTIFICATION HAVE BEEN PROVIDED TO NCDENR AND "FINAL APPROVAL" ISSUED. 9. UNDERGROUND UTILITIES- ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, UNDERGROUND UTILITIES- ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER. UNDERGROUND FACILITIES FOR STREET LIGHTING ALONG ALL PUBLIC STREETS ABUTTING THE SUBJECT SITE SHALL BE INSTALLED BY THE DEVELOPER.
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1. A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BE SUBMITTED TO THE CITY OF WILMINGTON TRAFFIC ENGINEERING DIVISION AND PARKS AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO RECORDING OF THE FINAL PLAT. PLAN SHALL ADHERE TO SD 15-17. 2. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS. 3. OPEN CUT NOTES: OPEN CUT NOTES: A. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. CONTACT 910-341-5888 FOR MORE DETAILS. IN CERTAIN CASES AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED. B. CONTRACTOR TO COORDINATE WITH CITY OF WILMINGTON FOR ACCEPTABLE HOURS OF CONSTRUCTION AND TRAFFIC CONTROL DURING INSTALLATION OF UTILITIES IN CITY ROADS. C. SUITABLE COMPACTION AND APPROVED STONE & BASE COURSES TO BE INSTALLED IN PLACE OF OPEN CUT. D. OPEN CUT TO BE SAW CUT. 4. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY AND FOR DRIVEWAYS ARE ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS. 5. IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET IT SHALL BE THE RESPONSIBILITY OF THE SUBDIVIDER TO ERECT OFFICIAL STREET NAME SIGNS AT ALL INTERSECTIONS ASSOCIATED WITH THE SUBDIVISION IN ACCORDANCE WITH THE TECHNICAL STANDARDS AND SPECIFICATIONS MANUAL. THE SUBDIVIDER MAY ACQUIRE AND ERECT OFFICIAL STREET NAME SIGNS OR MAY CHOOSE TO CONTRACT WITH THE CITY TO INSTALL THE STREET SIGNS AND THE SUBDIVIDER SHALL PAY THE COST OF SUCH INSTALLATION. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS INSTALLATION OF TRAFFIC AND AND STREET NAME SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS. 6. CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY CALL TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY. 7. TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS. TACTILE WARNING MATS ARE TO BE INSTALLED ON ALL WHEELCHAIR RAMPS. 8. ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE REPLACED. 9. ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT OF WAY ARE TO BE ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT OF WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS. 10. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREA ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREA SHALL BE WHITE. 11. CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS STREET LIGHTING CONTACT TRAFFIC ENGINEERING AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS. 12. ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH ALL PROPOSED VEGETATION WITHIN SIGHT TRIANGLES SHALL NOT INTERFERE WITH CLEAR VISUAL SIGHT LINES FROM 30 INCHES - 10 FT.
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1.NO LAND DISTURBANCE IS PERMITTED OUTSIDE THE DESIGNATED LIMITS OF NO LAND DISTURBANCE IS PERMITTED OUTSIDE THE DESIGNATED LIMITS OF DISTURBANCE FOR SITE IMPROVEMENTS OTHER THAN WHAT IS NECESSARY TO TIE INTO EXISTING CONTOURS OR MEET LANDSCAPING REQUIREMENTS.
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%%UGENERAL NOTES:
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%%UDEVELOPMENT NOTES:
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%%UPARKING NOTES:
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1. RESIDENTIAL MAX = 46 X 2.5 = 115 RESIDENTIAL MAX = 46 X 2.5 = 115 2. RESIDENTIAL MIN = 46 X 1.0 = 46 RESIDENTIAL MIN = 46 X 1.0 = 46 3. COMMERCIAL MAX = 922 / 200 = 4.6 COMMERCIAL MAX = 922 / 200 = 4.6 4. COMMERCIAL MIN = 922 / 400 = 2.3 COMMERCIAL MIN = 922 / 400 = 2.3 5. MAX PARKING = 115 + 2.3 = 117.3 MAX PARKING = 115 + 2.3 = 117.3 6. MIN PARKING = 46 + 2.3 = 48.3 MIN PARKING = 46 + 2.3 = 48.3 7. PARKING PROVIDED = 59 SPACES PARKING PROVIDED = 59 SPACES 8. 3 HANDICAP SPACES REQUIRED, 3 PROVIDED 3 HANDICAP SPACES REQUIRED, 3 PROVIDED 9. PARKING STALLS ARE 9 X 18 UNLESS OTHERWISE NOTED. PARKING STALLS ARE 9 X 18 UNLESS OTHERWISE NOTED. 10. 5 BIKE PARKING STALLS REQUIRED; 5 PROVIDED 5 BIKE PARKING STALLS REQUIRED; 5 PROVIDED 11. ONE DEDICATED PARKING SPACE SHALL BE PROVIDED FOR EACH DWELLING UNIT ONE DEDICATED PARKING SPACE SHALL BE PROVIDED FOR EACH DWELLING UNIT ON SITE. THE PARKING SPACE MUST BE AVAILABLE TO THE OCCUPANTS AT ALL TIMES AND CLEARLY DESIGNATED OR RESERVED FOR RESIDENTIAL TENANTS ONLY.
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1. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS. 2. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION. CALL U-LOCO AT 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB AND GUTTER, SIDEWALK PANELS, PAVEMENT, ETC...THAT MAY BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM. 3. SOLID WASTE DISPOSAL WILL BE HAND TOTES. SOLID WASTE DISPOSAL WILL BE HAND TOTES. 4. HAND TOTES TO BE STORED IN GARAGES. HAND TOTES TO BE STORED IN GARAGES. 5. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE CITY OF WILMINGTON ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE CITY OF WILMINGTON ZONING ORDINANCE & SUBDIVISION REGULATIONS. 6. APPROVAL OF SITE PLAN DOES NOT CONSTITUTE APPROVAL OF PROPOSED APPROVAL OF SITE PLAN DOES NOT CONSTITUTE APPROVAL OF PROPOSED SIGNAGE FOR THIS SITE. A SEPARATE SIGN PERMIT MUST BE OBTAINED. 7. APPLICABLE STREET FRONTAGES SHALL HAVE NATURAL VEGETATIVE SCREENING APPLICABLE STREET FRONTAGES SHALL HAVE NATURAL VEGETATIVE SCREENING MEETING CITY REQUIREMENTS. 8. THE DEVELOPMENT SHALL COMPLY WITH ALL CITY TECHNICAL STANDARDS AND THE DEVELOPMENT SHALL COMPLY WITH ALL CITY TECHNICAL STANDARDS AND DEVELOPMENT REGULATIONS. 9. PRIMARY BUILDING ENTRANCES SHALL BE CLEARLY DEFINED AND SHALL BE PRIMARY BUILDING ENTRANCES SHALL BE CLEARLY DEFINED AND SHALL BE RECESSED AT LEAST FIVE FEET OF FRAMED BY AN ARCHITECTURAL ELEMENT. PRIMARY ENTRANCES SHOULD BE CLEARLY DISTINCTIVE FROM OTHER ENTRANCES. SECONDARY OUTSIDE BUILDING ENTRANCES TO UPPER FLOORS ON THE PRIMARY FACADE SHALL ALIGN WITH THE OUTER MOST WINDOW ON THE FRONT FACADE.
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%%USITE & BUILDING DATA:
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TOTAL LOT AREA = 44,100 SF (1.01 AC.)
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BUILDING DATA:
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PROPERTY ADDRESS IS 3807 CHERRY AVE.
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EXISTING BUILDINGS ON SITE
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LOT COVERAGE: 9,579 SF / 44,100 SF = 0.217
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PROPOSED 22%%% BUILDING LOT COVERAGE
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BUILDING AREA: 9,579 SF
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EXISTING 0%%% IMPERVIOUS
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EXISTING ASPHALT
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EXISTING ONSITE DATA:
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BUILDING SETBACKS:
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NUMBER OF BUILDINGS = 1
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BUILDING HEIGHT = 35 FT
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NUMBER OF STORIES = 3
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PID = R05514-013-004-000
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= 0 SF
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= 0 SF
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TOTAL:
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= 0 SF
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FRONT SETBACK: 20 FT
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SIDE SETBACK: 10 FT, 20 FT
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REAR SETBACK: 20 FT
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%%UREQUIRED SETBACKS PROPOSED SETBACKS
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FRONT SETBACK: 20.0 FT
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SIDE SETBACK: > 10 & 14.6 FT
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REAR SETBACK: 35.2 FT
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EX. BUILDING
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SEWER - 46 (1) BEDROOMS X 240 GPD = 11,040 GPD
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BUILDING TYPE = VB WITH 13R SPRINKLERS
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SQUARE FOOTAGE PER FLOOR
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BLD
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46 - 1 BEDROOM STUDIO UNITS
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1ST FLOOR
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2ND FLOOR
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3RD FLOOR
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A
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9,455
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9,455
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9,455
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PROPOSED IMPERVIOUS OFFSITE:
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SIDEWALK CONNECTION = 351 SF
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CHERRY AVE MIXED USE
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CHERRY AVE MIXED USE
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PROPOSED IMPERVIOUS:
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PROPOSED BUILDINGS
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= 9,579 SF
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TOTAL:
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= 31,675 SF
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SOILS ONSITE JO (JOHNSTON), SH (SEAGATE-URBAN)
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JO - SCS SOIL GROUP "A/D" PER USDA SOIL SURVEY WEBSITE
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1. NEW HANOVER COUNTY PARCEL NUMBERS: NEW HANOVER COUNTY PARCEL NUMBERS: PID = R04809-037-011-000 2. TOTAL PROJECT AREA: 44,100 (1.01 AC.) TOTAL PROJECT AREA: 44,100 (1.01 AC.) 3. EXISTING ZONING DISTRICT: O&I-1 EXISTING ZONING DISTRICT: O&I-1 4. CAMA LAND CLASSIFICATION: URBAN CAMA LAND CLASSIFICATION: URBAN 5. THIS SITE IS LOCATED WITHIN ZONE "X" ACCORDING TO FEMA FIRM THIS SITE IS LOCATED WITHIN ZONE "X" ACCORDING TO FEMA FIRM COMMUNITY PANEL NUMBER 3720311800L, EFFECTIVE DATE 8/28/18 6. SITE ADDRESS: 3807 CHERRY AVE. SITE ADDRESS: 3807 CHERRY AVE. 7. EXISTING IMPERVIOUS ONSITE = 0.0 SF EXISTING IMPERVIOUS ONSITE = 0.0 SF 8. AS-BUILT, BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED AND AS-BUILT, BOUNDARY AND TOPOGRAPHIC SURVEY PERFORMED AND AND PROVIDED TO CSD ENGINEERING BY MICHAEL UNDERWOOD AND ASSOCIATES; VERTICAL DATUM = 88 9. STORMWATER DRAINS TO BURNT MILL CREEK, C;SW 18-74-63-2 STORMWATER DRAINS TO BURNT MILL CREEK, C;SW 18-74-63-2 LAND OWNER - NEW HANOVER 39TH STREET LLC 106 FOSTER AVE 106 FOSTER AVE CHARLOTTE, NC 28203 CHARLOTTE, NC 28203
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31,675 / 44,100 = 0.718 or 72%%% IMPERVIOUS
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PROPOSED ASPHALT
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= 20,335 SF
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18 FT
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PROPOSED SIDEWALK
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= 1,761 SF
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Date:____________ Permit #____________
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Signed: ____________________________
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APPROVED STORMWATER MANAGEMENT PLAN
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Public Services
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Engineering Division
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SH - SCS SOIL GROUP "B" PER USDA SOIL SURVEY WEBSITE
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TOTAL
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28,365
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CONNECT TO EX 6" CFPUA
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WATER MAIN
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3" WATER METER
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3" BACKFLOW PREVENTER
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COMMERCIAL 4 EMPLOYEES X 25 GAL/SHIFT = 100 GPD
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COMMERCIAL 4 EMPLOYEES X 25 GAL/SHIFT = 100 GPD
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(8) 8.5 X 18 PARKING STALLS
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PROP. 5 FT SIDEWALK
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46 X 46 SIGHT TRIANGLE
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4" RPDA
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4" FIRE LINE
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18 FT
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24 FT
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18 FT
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24 FT
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CONNECT TO EX. 6" CFPUA WATER MAIN
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6" X 4" TVS
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6" X 4" TVS
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4" DOMESTIC WATER SVC
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20 FT
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PRELIMINARY
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UNDERGROUND INFILTRATION SYSTEM
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PROP. DUMPSTER
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AUDUBON BLVD
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FLORAL PKWY
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CHERRY AV
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41ST ST
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PARK AV
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41ST ST
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PEACHTREE AV
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39 TH ST
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PARK AV
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GARDEN AV
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CHERRY AV
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BONHAM AV
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PAGE BLVD
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BIRCH CREEK DR
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UNNAMED
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OLEANDER DR.
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*
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WRIGHTSVILLE AVE
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20 FT X 70 FT SIGHT TRIANGLE
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14.6 FT
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24 FT
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24 FT
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24 FT
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26 FT RAD. (TYP)
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10 FT RAD. (TYP)
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12 FT
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7.7 FT
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922 SF COMMERCIAL
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20 FT X 70 FT SIGHT TRIANGLE
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1 - 922 SF COMMERCIAL UNIT
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PROP. 5 FT SIDEWALK
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EXISTING CURB AND GUTTER
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443 SF
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443 SF
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432 SF
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432 SF
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216 SF
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222 SF
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216 SF
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5 STALL BIKE RACK
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3807 CHERRY AVE.
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PROP. 5 FT SIDEWALK
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HANDICAP RAMP
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HR
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HR
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HR
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46 X 46 SIGHT TRIANGLE
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46 FT
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46 FT
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HANDICAP SIGNS
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HR
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HR
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INTERNAL BREEZWAY
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HR
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HR
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HR
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HR
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24 FT
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13 FT
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13 FT
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EX. CURB AND GUTTER
Approved Construction Plan
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Name
Planning
Traffic
Fire
Date
NORTH CAROLINAILMINGTONWCITY OF
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7
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4
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HORZ. SCALE: AS NOTED
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VERT. SCALE: N/A
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CHECKED BY: HSR
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DRAWN BY: RLW
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PROJECT NO.: 05-0083
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DATE: 3-21-19
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SITE PLAN DETAILS
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SITE PLAN DETAILS for
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PRELIMINARY
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Date:____________ Permit #____________
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Signed: ____________________________
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APPROVED STORMWATER MANAGEMENT PLAN
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Public Services
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Engineering Division
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Sheet No.
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Of
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(910) 791-4441
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must be performed or authorized by the Engineer. Copies of this document must come from the original document
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part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
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This document is copyrighted by CSD ENGINEERING, with all rights reserved. The use of this document, or any
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containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
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LAND PLANNING
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COMMERCIAL / RESIDENTIAL
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ENGINEERING
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P.O. BOX 4041
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WILMINGTON, NC 28406
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REV. NO.
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REMARKS
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DATE
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BY
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LICENSE # C-2710
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NEW HANOVER COUNTY, NORTH CAROLINA
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LOCATED IN CITY OF WILMINGTON
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106 FOSTER AVE
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CHARLOTTE, NC 28203
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NEW HANOVER 39TH STREET LLC
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OWNER:
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CHERRY AVE MIXED USE
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CHERRY AVE MIXED USE
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8" CMU BLOCK
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COLOR TO MATCH PROPOSED BUILDINGS
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CONCRETE CAP
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8 FT MAX
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STRUCTURAL FOOTING SIZE AND STRUCTURAL
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WALL REQUIREMENTS TO BE PERFORMED BY OTHERS.
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%%UDUMPSTER ENCLOSURES
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NTS
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SOLID METAL GATE
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WAX MYRTLE
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3FT ON CENTER
Approved Construction Plan
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Name
Planning
Traffic
Fire
Date
NORTH CAROLINAILMINGTONWCITY OF
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7
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5
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HORZ. SCALE: AS NOTED
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VERT. SCALE: N/A
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CHECKED BY: HSR
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DRAWN BY: RLW
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PROJECT NO.: 05-0083
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DATE: 3-21-19
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SITE PLAN DETAILS for
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SITE PLAN DETAILS
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PRELIMINARY
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Sheet No.
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Of
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(910) 791-4441
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must be performed or authorized by the Engineer. Copies of this document must come from the original document
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part of it, without written consent by the Engineer is strictly prohibited. Reproductions, additions, and/or deletions
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This document is copyrighted by CSD ENGINEERING, with all rights reserved. The use of this document, or any
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containing the original seal and signature of the Engineer, unless written permission is given by the Engineer.
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LAND PLANNING
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COMMERCIAL / RESIDENTIAL
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ENGINEERING
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P.O. BOX 4041
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WILMINGTON, NC 28406
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REV. NO.
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REMARKS
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DATE
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BY
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LICENSE # C-2710
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NEW HANOVER COUNTY, NORTH CAROLINA
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LOCATED IN CITY OF WILMINGTON
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106 FOSTER AVE
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CHARLOTTE, NC 28203
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NEW HANOVER 39TH STREET LLC
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OWNER:
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CHERRY AVE MIXED USE
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CHERRY AVE MIXED USE
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Date:____________ Permit #____________
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Signed: ____________________________
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APPROVED STORMWATER MANAGEMENT PLAN
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Public Services
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Engineering Division