HomeMy WebLinkAbout20223-004 FKC Flex and Storage_5-26-23 - TRC Set6
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#2612 EX. HOUSE
ASPHALT DRIVEWAY
ACCESS FOR
RICHARD L. NIXON LOT
NO DEED FOUND
WILLIE JACKSON MOORE ET AL
R03300-004-006-000
DB 1453, PG 991
WILLIE JACKSON MOORE ET AL
R03300-004-005-000
DB 1453, PG 991
2700 OLD WRIGHTSBORO ROAD
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6
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2706 OLD WRIGHTSBORO ROAD
3.255 ACRES
FIRST TRACT
SECOND TRACT
18"
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18" RC
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10" P
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10" P
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NAG NAIL SET
ELEV. 29.03'
NAVD 88
N: 197,386.44
E: 2,329,672.22
NAG NAIL SET
ELEV. 28.63'
NAVD 88
N: 197,020.58
E: 2,329,951.82
NAG NAIL SET
ELEV. 28.87'
NAVD 88
18
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THIS SIDE OF LINE
DILAPIDATED WOODEN FENCE
THIS SIDE OF PROPERTY LINE
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2.27'
N: 197,009.92
E: 2,330,487.45
N: 197,220.09
E: 2,329,826.34
PUMP HOUSE
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E: 2,330,090.54
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18" R
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8"HICKORY
8"GUM
5/6/7"MAG
5"MAG
18"MAG
16" PINE
15"PINE
13"PINE
13" PINE
13
"
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11" OAK
10
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10
"
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10" GUM
PP
PP
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LP
LP
PP
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BM1
EIP
EIPO
EIPO
EIR
EIPO
EIPO
EIPO
EIPO EIPO
EIPPT
EIP
EX. REBAR
EIR
EIPO
EIPPT
EIPO
EIP
EIPO
MNF
MNF
NMP
MNS
MNS
BM2
BM3
IRS
D.B. 404-162
n/f
Margaret
McRae Heirs
Land Use:
Zoning: AR
Vacant
Zoning: AC
n/f
Vacant
D.B. 6140-121
n/f
Vernetta
Easley etal
Land Use:
Zoning: AR
Residential
D.B. 404-162
Margaret
n/f
McRae Heirs
Vacant
Land Use:
Zoning: AR
Long Investment
D.B. 6067-1132
n/f
Properties of Wilm., LLC
Land Use:
2716 Old
Zoning: AC
Transport Hub
D.B. 6397-1291
n/f
Land Use:
Wrightsboro Road, LLC
D.B. 5698-1154
Zoning: AC
Equipment Rental
n/f
Evan
Jems
Richardson
D.B. 6519-2399
Holdtings, LLC
Land Use:
6
(
TOP OF DRAINAGE BOX
INV. 27.83
INV. 25.57
INV. 25.42
24" RCP
INV. 24.53
18" RCP
INV. 25.24
INV. 25.59
INV. 25.71
INV. 25.64
INV. 25.50
INV. 25.58
INV. 25.55
INV. 26.49
INV. 26.50
INV. 26.01
INV. 25.21
SSMH
RIM. 28.55
INV. 20.27
SSMH
RIM. 27.96
INV. 21.79
SSMH
RIM. 28.52
INV. 19.77
INV. 25.37
EX. 18" RCP TO BE REPLACED
WITH 24" CL-IV RCP
EX. 18" RCP TO BE REMOVED
AND SWALE RESTORED
SOIL/GRAVEL DRIVE
TO BE REMOVED
C-0
1
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1" = 40'
PROPERTY LINE
ADJOINERS
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
TREES TO BE REMOVED
LEGEND
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2023-004
CLIENT INFORMATION:
Fisher & Killebrew Capital, LLC
Emily Fisher
1108 East Blvd.
Charlotte, NC 28203
704-778-8786
OF 10
JAE
CDC
CDC
24x36
5/26/2023
FK
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X
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SITE
AIRPORT
BLU
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NORTH KERR AVE
NORTH KERR AVE
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SITE DATA
PARCEL ID:R03300-004-005-000,
R03300-004-006-000
CURRENT ZONING:AC (CZD Case# 22-25)
PROJECT ADDRESS:2700 & 2706 OLD WRIGHTSBORO RD.
WILMINGTON, NC 28405
CURRENT OWNER:WILLIE JACKSON MOORE, JR ETAL
405 EDGEWATER CLUB RD.
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
EXISTING ONSITE IMPERVIOUS AREAS (ALL TO BE REMOVED):
BUILDINGS 1,165 S.F.
GRAVEL 1,445 S.F.
TOTAL:2,610 S.F.
SOILS TYPE: Ls (Lynchburg fine sandy loam - Group B)
Wr (Wrightsboro fine sandy loam - Group B/D)
(Per NHC GIS Soil Map)
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 SURVEYING PERFORMED BY VERNON DEREK DANFORD, PLS, L-4528
4. SITE IS LOCATED IN ZONE "X" PER FRIS ON FIRM MAP NUMBER 3720312900K, DATED
8/28/2018.
5. NO WETLANDS EXIST ON SITE.
6. PRIOR TO CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, ANY WELLS THAT ARE
EXISTING MUST BE PROTECTED AROUND EACH WELL HEAD/CASING AND CAPPED.
7. ALL PINE TREES ARE ASSUMED TO BE LOBLOLLY PINES. ALL GUM TREES ARE ASSUMED
TO BE SWEET GUMS. A CERTIFIED ARBORIST HAS BEEN CONTRACTED TO VERIFY SPECIES.
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 MAY BE
0$'(727+(&2817<¶675((,03529(0(17)81'(48,9$/(17727+(35,&,1*
STANDARDS IN THE COUNTY FEE SCHEDULE.
80'40'20'40'0'
Scale: 1"=40'
MITIGATION REQUIRED FOR REMOVAL OF
SIGNIFICANT TREES
QTY SIZE TYPE REPLACEMENT
INCHES
1 30"PINE 60.00
1 24"PINE 48.00
1 24"PECAN 48.00
1 22"OAK 44.00
1 20" (9, 11" DBL)OAK 40.00
1 19" (9, 10" DBL)WATER OAK 38.00
1 14"PEAR 28.00
1 26"MAGNOLIA 52.00
1 20"MAGNOLIA 40.00
1 18" (5, 6, 7" TRPL)MAGNOLIA 36.00
1 14"MAGNOLIA 28.00
1 10" (5, 5" DBL)MAGNOLIA 20.00
TOTAL REPLACEMENT INCHES 482
CREDITS FOR PRESERVED TREES
QTY DBH INCHES TYPE
DOCUMENTED
INCHES
SIGNIFICANT
INCHES CREDITS
1 27"GUM 27
1 24"GUM 24
1 21"GUM 21
1 19"GUM 19
3 18"GUM 54
3 16"GUM 48 72.00
2 15"GUM 30 45.00
4 14"GUM 56 84.00
1 13"GUM 13 19.50
2 11"GUM 22 33.00
4 10"GUM 40 60.00
2 9"GUM 18 27.00
1 15"HICKORY 15 22.50
1 13"HICKORY 13 19.50
1 18"MAGNOLIA 18
2 16"MAGNOLIA 32
1 15"MAGNOLIA 15
1 12"MAGNOLIA 12
3 11"MAGNOLIA 33
4 10"MAGNOLIA 40
1 9"MAGNOLIA 9
3 8"MAGNOLIA 24
2 7"MAGNOLIA 14 21.00
11 6"MAGNOLIA 66 99.00
12 5"MAGNOLIA 60 90.00
8 4"MAGNOLIA 32 48.00
1 22"MAPLE 22
1 20"MAPLE 20
2 15"MAPLE 30 45.00
1 13"MAPLE 13 19.50
2 11"MAPLE 22 33.00
2 10"MAPLE 20 30.00
1 35"OAK 35
1 28"OAK 28
1 24"OAK 24
2 20"OAK 40
1 18"OAK 18
1 16"OAK 16 24.00
1 14"OAK 14 21.00
3 13"OAK 39 58.50
4 12"OAK 48 72.00
3 11"OAK 33 49.50
3 10"OAK 30 45.00
1 9"OAK 9 13.50
1 8"OAK 8 12.00
1 16"WATER OAK 16 24.00
1 13"WATER OAK 13 19.50
1 22"CEDAR 22 33.00
1 10"CEDAR 10 15.00
3 9"CEDAR 27 40.50
1 30"PINE 30
1 29"PINE 29
3 22"PINE 66 99.00
2 18"PINE 36 54.00
2 19"PINE 38 57.00
2 17"PINE 34 51.00
1 16"PINE 16 24.00
2 14"PINE 28 42.00
TOTAL INCHES PRESERVED
TREES 1015 574
TOTAL CREDITS FOR PRESERVED
TREES 1522.5
#2612 EX. HOUSE
ASPHALT DRIVEWAY
ACCESS FOR
RICHARD L. NIXON LOT
NO DEED FOUND
18" R
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18" RC
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10" P
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10" P
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18
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18" R
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18" R
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SSMH
T.R. 28.16'
I.E. 19.17'
10" P
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18"MAG
13
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11" OAK
10
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10
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G
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15" GUM
15" GUM
1"/12" GUM
20" PINE
PP
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PP
PP
PP
D.B. 404-162
n/f
Margaret
McRae Heirs
Land Use:
Zoning: AR
Vacant
Zoning: AC
n/f
Vacant
D.B. 6140-121
n/f
Vernetta
Easley etal
Land Use:
Zoning: AR
Residential
D.B. 404-162
Margaret
n/f
McRae Heirs
Vacant
Land Use:
Zoning: AR
Land Use:
2716 Old
Zoning: AC
Transport Hub
D.B. 6397-1291
n/f
Land Use:
Wrightsboro Road, LLC
D.B. 5698-1154
Zoning: AC
Equipment Rental
n/f
Evan
Jems
Richardson
D.B. 6519-2399
Holdtings, LLC
Land Use:
GA
T
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GATE
Of
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20' Setback & Buffer Yard
35' Setback
20
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26'
10'15
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9'
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16'
25
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22' TYP
9'
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15
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24'
TOP OF DRAINAGE BOX
INV. 27.83
INV. 25.57
24" RCP
INV. 24.53
18" RCP
INV. 25.24
INV. 25.59
INV. 25.71
INV. 25.64
INV. 25.50
INV. 26.49
INV. 26.50
INV. 26.01
INV. 25.21
SSMH
RIM. 28.55
INV. 20.27
SSMH
RIM. 27.96
INV. 21.79
SSMH
RIM. 28.52
INV. 19.77
17.5' Buffer Yard
R
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24'
24
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7 7
5
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7
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2
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6
2
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RELOCATE EX. DITCH W/ 3:1 GRASSED SWALE
&/($1287(;',7&+#/)
ADA PARKING SIGN
(TYP)
18' TYP
PROPOSED WET DETENTION BASIN
TOB: 26.67
FP: 21.8
NP: 20.3
BTM: 14.3
60
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2
'
35.9'
46'
46'
44.8'
70
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7
'
36.5'
36.3'
96
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8
'
76.6'
62
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5
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60
'
RETAINING WALL
(DESIGN BY OTHERS)
171.5'
46
'
46
'
145.3'
77.
7
'
INV. 25.37
20' Public Drainage Esmt.
C-1
2
1" = 40'
SITE DATA
PARCEL ID:R03300-004-005-000,
R03300-004-006-000
CURRENT ZONING:AC (CZD Case# 22-25)
PROJECT ADDRESS:2700 & 2706 OLD WRIGHTSBORO RD.
WILMINGTON, NC 28405
CURRENT OWNER:WILLIE JACKSON MOORE, JR ETAL
405 EDGEWATER CLUB RD.
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
PROPOSED USE:FLEX SPACE & SELF STORAGE
BUILDING SIZE:59,550 S.F. TOTAL
(10,000 SF Flex / 49,550 SF Self Storage)
BUILDING HEIGHT:1-STORY/ 18'
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 6)·6)
BUILDING SETBACKS:
FRONT:REQUIRED= 50'PROPOSED= SEE PLAN
SIDE:REQUIRED= 0'/35' TO RES.PROPOSED= SEE PLAN
REAR:REQUIRED= 0'PROPOSED= SEE PLAN
PARKING REQUIRED:
FLEX SPACE USE: (2.5/1,000 sf )
10,000 SF/1000*2.5 = 25 SPACES
MINI-STORAGE USE: (0.5/1,000 sf )
49,550 SF/1000*0.5 = 25 SPACES
PARKING PROVIDED:59 SPACES (4 ADA)
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 56,150 S.F. * 8% 4,492 S.F.
PROVIDED 4,697 S.F.
FOUNDATION PLANTINGS:
FLEX BLDG. SOUTH FACADE: 125 LF X 18' FACADE X 12%
REQUIRED:270 S.F.
PROVIDED:340 S.F.
FLEX BLDG. EAST FACADE: 80 LF X 18' FACADE X 12%
REQUIRED:173 S.F.
PROVIDED:244 S.F.
FLEX BLDG. NORTH FACADE: 125 LF X 18' FACADE X 12%
REQUIRED: N/A (BUILDING HAS ROLL UP DOORS ALONG REAR OF BUILDING)
STORAGE BLDG.-1 WEST FACADE: 105 LF X 18' FACADE X 12%
REQUIRED:227 S.F.
PROVIDED:392 S.F.
STORAGE BLDG.-1 NORTH & SOUTH FACADE:
REQUIRED: N/A (BUILDINGS BEHIND GATED FENCE AND NOT VISIBLE FROM R/W)
STORAGE BLDG.-2:
REQUIRED: N/A (BUILDINGS BEHIND GATED FENCE AND NOT VISIBLE FROM R/W)
STREETYARD: (25 S.F./LF FRONTAGE. 12.5' MIN./37.5' MAX. WIDTHS)
121 LF FRONTAGE 121- 27 LF DRIVEWAYS = 94 LF FRONTAGE
REQUIRED: 25' X 94 LF 2,350 S.F.
PROVIDED:3,237 S.F.
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND: 1,050 GPD
ESTIMATED TRIP GENERATION (Per Trip Generation Manual 11th Edition):
49,550 SF MINI-WAREHOUSE (ITE CODE 151)
AM PEAK: 4 PM PEAK: 7 DAILY: 72
10,000 SF OFFICE (ITE CODE 710)
AM PEAK: 15 PM PEAK: 14 DAILY: 108
PROJECT TOTAL: AM PEAK: 19 PM PEAK: 21 DAILY: 180
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2023-004
CLIENT INFORMATION:
Fisher & Killebrew Capital, LLC
Emily Fisher
1108 East Blvd.
Charlotte, NC 28203
704-778-8786
OF 10
JAE
CDC
CDC
24x36
5/26/2023
FK
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PROPERTY LINE
EXISTING EDGE OF PAVEMENT
PROPOSED EASEMENT
PARKING LOT LANDSCAPING
STREETYARD LANDSCAPING
FOUNDATION PLANTINGS
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.
3. NO SIGNS ARE PROPOSED AT THIS TIME. ANY FUTURE PROPOSED SIGN IS SUBJECT TO SECTION 5.6. OF THE UDO.
80'40'20'40'0'
Scale: 1"=40'
FIRE & SAFETY NOTES:
1. CONSTRUCTION TYPE: II-B (COMMERCIAL)
2. MINI-STORAGE BUILDINGS TO BE SPRINKLED.
3. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
4. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING
CONSTRUCTION
5. ANY DRIVEWAY GATE TO BE SIREN ACTIVATED AND HAVE KNOX KEY OVERRIDE..
6. HYDRANTS SHALL BE OF SUFFICIENT NUMBERS TO ACCOMMODATE BASE FIRE FLOW REQUIREMENTS OF STRUCTURE.
7. IN ADDITION TO THE STANDARD COMMENTS, ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE
REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.
8. A HYDRANT MUST BE WITHIN 150' OF THE FDC (MEASURED AS THE TRUCK DRIVES FOR PRACTICAL USE)
9. FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.
10. PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE UNDERGROUND FIRE LINE PERMIT FROM THE WILMINGTON
FIRE AND LIFE SAFETY DIVISION 910-343-0696
11.$//,62/$7,219$/9(6:,7+,17+(³+27%2;´$1'%(7:((17+(³+27%2;´$1'7+(5,6(552200867%(
ELECTRICALLY SUPERVISED.
12. CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL BUILDINGS THAT
DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION
510 OF THE 2018 NC FIRE CODE.
13. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE.
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#2612 EX. HOUSE
ASPHALT DRIVEWAY
ACCESS FOR
RICHARD L. NIXON LOT
NO DEED FOUND
18" RC
P
10" P
V
C
10" P
V
C
18
"
R
C
P
18" R
C
P
18"
R
C
P
X
X
X
X
X
X
X
X
X
X
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OLD
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1
3
1
9
12" RC
P
18" R
C
P
CON
C
.
18"MAG
13
"
O
A
K
11" OAK
10
"
O
A
K
10
"
G
U
M
1898
15" GUM
1899
15" GUM
190023.951"/12" GUM
20" PINE
PP
PP
PP
PP
D.B. 404-162
n/f
Margaret
McRae Heirs
Land Use:
Zoning: AR
Vacant
Zoning: AC
n/f
Vacant
D.B. 6140-121
n/f
Vernetta
Easley etal
Land Use:
Zoning: AR
Residential
D.B. 404-162
Margaret
n/f
McRae Heirs
Vacant
Land Use:
Zoning: AR
Land Use:
2716 Old
Zoning: AC
Transport Hub
D.B. 6397-1291
n/f
Land Use:
Wrightsboro Road, LLC
D.B. 5698-1154
Zoning: AC
Equipment Rental
n/f
Evan
Jems
Richardson
D.B. 6519-2399
Holdtings, LLC
Land Use:
Of
f
i
c
e
17
.
5
'
B
u
f
f
e
r
Y
a
r
d
TOP OF DRAINAGE BOX
INV. 27.83
INV. 25.57
24" RCP
INV. 24.53
18" RCP
INV. 25.24
INV. 25.59
INV. 25.71
INV. 25.64
INV. 25.50
INV. 26.49
INV. 26.50
SSMH
RIM. 28.55
INV. 20.27
SSMH
RIM. 27.96
INV. 21.79
SSMH
RIM. 28.52
INV. 19.77
17.5' Buffer Yard
APP
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ADA PARKING SIGN
(TYP)
6" SCH-40 PVC PRIVATE
SS MAIN @ 1.0% MIN.
TIE IN INV. 21.8
6" SSCO (TYP)
20
.
6
'
20
.
9
'
50'
6" SCH-40 PVC SS SERVICES @ 0.6% MI
N
.
(2) TIE TO FUTURE WATER
MAIN W/ 8"X8" T.S.&V.
(1) TIE TO FUTURE WATER
MAIN W/ 2"X8" T.S.&V.
(1) 2" WATER SERVICE W/ 1.5"
METER & CFPUA APPROVED
BACKFLOW PREVENTOR
(36" MIN. BURY 2" SERVICE)
(2) REMOTE FDC'S
8" FIRE SERVICE
(36" MIN. BURY)
(1) 2" WATER SERVICE
(36" MIN. BURY)
15'
18
.
5
'
PROPOSED WET DETENTION BASIN
TOB: 26.67
FP: 21.8
NP: 20.3
BTM: 14.3
8" TEE
(/%2:
(/%2:
RETAINING WALL
(DESIGN BY OTHERS)
INV. 25.37
20' Public Drainage Esmt.
C-2
3
1" = 40'
SITE DATA
PARCEL ID:R03300-004-005-000,
R03300-004-006-000
CURRENT ZONING:AC (CZD Case# 22-25)
PROJECT ADDRESS:2700 & 2706 OLD WRIGHTSBORO RD.
WILMINGTON, NC 28405
CURRENT OWNER:WILLIE JACKSON MOORE, JR ETAL
405 EDGEWATER CLUB RD.
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
PROPOSED USE:FLEX SPACE & SELF STORAGE
BUILDING SIZE:59,550 S.F. TOTAL
(10,000 SF Flex / 49,550 SF Self Storage)
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND: 1,050 GPD
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2023-004
CLIENT INFORMATION:
Fisher & Killebrew Capital, LLC
Emily Fisher
1108 East Blvd.
Charlotte, NC 28203
704-778-8786
OF 10
JAE
CDC
CDC
24x36
5/26/2023
FK
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NORTH KERR AVE
NORTH KERR AVE
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PROPERTY LINE
RUNOFF DIRECTION
EXISTING EDGE OF PAVEMENT
PROPOSED EASEMENT
PROPOSED WATERLINE
PROPOSED FIRE LINE
PROPOSED SANITARY SEWER LINE
ENERGY DISSIPATER
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.
80'40'20'40'0'
Scale: 1"=40'
UTILITY NOTES:
1. EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC
UTILITY AUTHORITY PUBLIC MAINS.
2. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED
UNDERGROUND.
3. ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS.
4. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE
RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL.". CALL 332-6558
FOR INFORMATION.
5. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY
USCFCCCHR OR ASSE.
6.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE 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.
7. WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED,
SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL
VALVES AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
8. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN
TRAFFIC AREAS.
9. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE. SERVICES IN CUL-DE-SACS ARE
REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE.
10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO 401 CERAMIC
EPOXY LINING.
11. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW
DEVELOPMENTS.
12. NO FLEXIBLE COUPLINGS SHALL BE USED.
13. ALL STAINLESS STEEL FASTENERS SHALL BE 316.
14. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION.
CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY
UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS
SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
15. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER WILL PLACE
THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT
APPROXIMATELY 2' DEEP.
16. 3' SEPARATION BETWEEN JOINTS, FITTINGS, SERVICE SADDLES AND WYES ARE REQUIRED FOR SS AND WATER TAPS.
17.ANY EXISTING SEWER AND WATER SERVICES NOT BEING UTILIZED ARE TO BE ABANDONED TO THE MAIN PER CFPUA
STANDARDS.
18. SOLID WASTE DISPOSAL IS BY PRIVATE DUMPSTER SERVICE.
FIRE & SAFETY NOTES:
1. CONSTRUCTION TYPE: II-B (COMMERCIAL)
2. MINI-STORAGE BUILDINGS TO BE SPRINKLED.
3. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE
MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
4. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING
CONSTRUCTION
5. ANY DRIVEWAY GATE TO BE SIREN ACTIVATED AND HAVE KNOX KEY OVERRIDE..
6. HYDRANTS SHALL BE OF SUFFICIENT NUMBERS TO ACCOMMODATE BASE FIRE FLOW REQUIREMENTS OF STRUCTURE.
7. IN ADDITION TO THE STANDARD COMMENTS, ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE
REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT.
8. A HYDRANT MUST BE WITHIN 150' OF THE FDC (MEASURED AS THE TRUCK DRIVES FOR PRACTICAL USE)
9. FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.
10. PRIVATE UNDERGROUND FIRE LINES REQUIRE A SEPARATE UNDERGROUND FIRE LINE PERMIT FROM THE WILMINGTON
FIRE AND LIFE SAFETY DIVISION 910-343-0696
11.$//,62/$7,219$/9(6:,7+,17+(³+27%2;´$1'%(7:((17+(³+27%2;´$1'7+(5,6(552200867%(
ELECTRICALLY SUPERVISED.
12. CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL BUILDINGS THAT
DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS OF SECTION
510 OF THE 2018 NC FIRE CODE.
13. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE.
UT
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6
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NTS
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2023-004
CLIENT INFORMATION:
Fisher & Killebrew Capital, LLC
Emily Fisher
1108 East Blvd.
Charlotte, NC 28203
704-778-8786
OF 10
JAE
CDC
CDC
24x36
5/26/2023
FK
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AIRPORT
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NORTH KERR AVE
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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.
8" CONCRETE PAD
W/CROSS-BRACING
ENCLOSURE GATES
6X6 - 6/6 W.W.F.
AT 3000 PSI W/
WOOD SIDING
HORIZONTAL
(TREATED)
4"X4" POSTSFOOTINGS
CONCRETE
2"X6" CAP
PAVEMENT
ASPHALT
10'
4"X4" POSTS
DUMPSTER PAD & ENCLOSURE DETAIL
ELEVATIONS
PLAN
NTS
PROPOSED DRIVEWAY GRADE
2% MIN SLOPE
6' MIN FROM EX. EOP
TYPICAL DRIVEWAY GRADING SECTION
NTS
(;52$'6/23(
BOTTOM OF
SPILLWAY EL. 25.3
3
1
3
1
TOP OF BANK
10'
1 3
80'
EL. 25.3
EL. 26.67
EMERGENCY SPILLWAY DETAIL
NTS
EL. 26.67
NOTES:
1. WIDTH OF SPILLWAY TO BE PROTECTED WITH RIPRAP AS SHOWN ON PLAN. REMAINING
LENGTH OF CHANNEL TO BE STABILIZED WITH EXCELSIOR MAT AND SEEDED IN ACCORDANCE
WITH SPECIFICATIONS.
NTS
2" SF9.5A
8" ABC
PAVEMENT SECTION
COMPACTED
SUBGRADE
DROP INLET DETAIL
3000 PSI CONC.
NTS
BRICK MASONRY
FLOW
6"
CONC. COLLAR
6"
DROP INLET TO HAVE SAND
LEAVE OPENING AS SHOWNTRAP, DROP FOOTING 12" &
ELEV. VARIES
ASPHALT PAVEMENT
SECTION
NOTE:
8"
2'-0" 8"8"
1'-0"
VA
R
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4"
CONC. COLLAR
SEE PLAN FOR PIPEORIENTATION
NOTE: USE DEWEY BROS.
FOR YARD INLETSBASINS AND CH-BN-47CH-BN 3A FOR CATCH
PLAN
CASTING
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"
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 - GREENBACKGROUND - WHITE
12"
3/8"(TYP)
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
12"
COLORS
1-1/2"R(TYP)
LEGEND AND BORDER - GREENBACKGROUND - WHITE
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.
FINISHEDGRADE
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
3
1
6
1
3
1
TOP OF SHELF 20.8
BOTTOM OF SHELF 19.8
CLEAN OUT 15.8
CLEAN OUT 13.3
NTS
19.819.8 CLASS "B" RIP RAP
1' MIN. TUCK
(TYP.)
NON-WOVEN
GEOTEXTILE
FABRIC
NORMAL POOL EL. 20.33
1
* POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS
* 6:1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES I.E. PICKEREL WEED, DUCK POTATO, SWAMP ROSE, BLUE FLAG, & CARDINAL FLOWER. (OR ENGINEER APPROVED
ALTERNATIVE)
* VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS AT 24" O.C. IN A CHECKERBOARD PATTERN.
* VEGETATED SHELF PLANTING SHALL NOT BE PLANTED WITHIN 10' OF THE OUTLET STRUCTURES.
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES
* ANY PORTION OF WET DETENTION BASIN USED FOR S&EC DURING CONSTRUCTION MUST BE CLEANED OUT AND RETURNED TO DESIGN STATE BEFORE USE AS A WET DETENTION BASIN.
EL. 26.67
TOP OF BANK
DETENTION POND & FOREBAY SECTION
5' EMBANKMENT
NORMAL POOL EL. 20.3
MAIN POOL
3
1
1
BOTTOM 14.3
FLOOD POOL EL 21.8
MI
N
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6"
FOREBAY
3
1 BOTTOM EL. 16.83
FOREBAY BERM BEYOND
EL. 26.67
TOP OF BANK
4'-0"
SECTION A - A
6"6"
BOTTOM
4" PVC PIPE
W/2.125" ORIFICE
4'-0"
PLAN
INV. 20.3
INV. 19.3
GALV. BAR GRATING - 1" x 1/8" BEARING BARS (MAX OPENING 4").
FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1/4" GALVANIZED
ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE & FACE OF WEIR.
TOP OF BANK
24" RCP
1
3
6"
24" RCP
A
NORMAL POOL 20.3
3
1
12
"
4'
-
0
"
6"
6"
A
6"
TOP OF BOX 24.2
NTS
DETENTION POND OUTLET STRUCTURE
4" SCREW TYPE PLUG4" PVC PIPE
4" PVC CAP W/ 2.125" DRILLED HOLE ORIFICE W/
GALVANIZED WIRE CLOTH OVER SMALL
DIAMETER ORIFICE (8 MESH .020 WIRE)
12" WEIR
INV. 21.8
FLOOD POOL 21.8
12
"
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
L
T
E
R
F
A
B
R
I
C
WIRE FABRIC
FILTER FABRIC
4"
8"6"
ANCHOR
FABRIC
SKIRT AS
DIRECTED
BY
ENGINEER
ș
WATER SURFACE
FRONT VIEWEND VIEW
PROSEPECTIVE VIEW
PVC ELBOW
PVC TEE
PVC END CAP
PVC END CAP
PVC PIPE (8) 12" HOLES
IN UNDERSIDE
ARM ASSEMBLY
"C" ENCLOSURE
WATER ENTRY UNIT
SCEHDULE 40
PVC PIPE
PVC TEE
ORIFICE PLATE
(SEE SIZE BELOW)
SCHEDULE 40 PVC PIPE
(SEE SIZE BELOW)
FLEXIBLE HOSE
CONNECTED TO
OUTLET STRUCTURE ORIFICE
PVC PIPE VENT
NTS
FAIRCLOTH SKIMMER DETAIL
1. SKIMMER TO BE USED IN WET PONDS AND REMOVED AFTER SITE IS PERMANENTLY STABLE.
NOTES:
SKIMMER SPECS:
SIZE= 2.5" SCH-40 PVC PIPE
ORIFICE= 2.2" DIAMETER
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
PUB
L
I
C
R
O
A
D
COARSE AGGREGATE
2" - 3"
6" MIN.REQ
U
I
R
E
D
AS
50'
M
I
N
.
12' M
I
N
.
GEO FABRIC LINER
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
NOTE:
ENTRANCE. WHICHEVER IS GREATER.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
4' MAX.
NCDOT #5 OR # 57
WASHED STONE
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.
ENERGY DISSIPATOR
NTS
SECTION A - A FILTER FABRIC
SEE PLAN
SEE PLAN
SE
E
P
L
A
N
1. CLASS "B" RIP RAP TO BE USED FOR ALL ENERGY DISSIPATOR AREAS.
NOTES:
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 SHOWNAWAY 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.
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