HomeMy WebLinkAbout721 Piner Rd - Site PlanINV 6" ORIFICE=21.0±
WATER SURFACE 3/26/24=21.3
YARD INLET
RIM=25.91
DROP INLET
RIM=25.58 CURB INLET
RIM=25.94
CURB INLET
RIM=26.02TOP OF BANK
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EX. 6" C/O
15
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20' PUBLIC UTILITY EASEMENT
RIGHT OF WAY WIDTH VARIES
PINER ROAD
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X
EX.
GRAVEL
TO
BE
REMOVED
EX
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n/f
DANNEN PROPERTIES, LLC
BK 4980, PG 2385
Zoning: O&I
Use: Vacant
n/f
BENNETT VILLAGE APARTMENTS, LLC
BK 6207, PG 2432
Zoning: O&I
Use: Apartments
n/f
REAVES
BK 6084, PG 2709
Zoning: R-15
Use: Single Family Residential
n/f
BENDER NELLIE C LIFE ESTATE
BK 1892, PG 0036
Zoning: R-15
Use: Vacant
n/f
OVERSTREET LAURA B
BK 5424, PG 0230
Zoning: R-15
Use: Single Family Residential
n/f
MYRTLE GROVE PRESBYTERIAN CHURCH
BK 6685, PG 0863
Zoning: R-15
Use: Single Family Residential
n/f
MYRTLE GROVE PRESBYTERIAN CHURCH
BK 5647, PG 0611
Zoning: R-15
Use: Church
LOT 1
INV=±18.3
EX
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EX. 8" WATER MAIN
EX.
4
2
"
R
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EX. 42" RCP
EX. SSMH
EX.
15' P.D.E
EX. 18" RCP
INV. 20.33
EX
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1
8
"
R
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26
26
27
27
27
27
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27
S62°25'49"E 445.71'
S1
8
°
4
8
'
0
6
"
W
25
7
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9
1
'
N62°25'49"W 484.96'
13" PINE
11" PINE 18" PINE
17" PINE
13" PINE 13" PINE
12"/5" GUM
14" OAK
7" OAK14" PINE
13" OAK
14"15" & 14" PINE
10"/8"/5" OAK
14" PINE
10" PINE
6" OAK
21" PINE
12" PINE
16" OAK
11"/10" GUM
26" LIVE OAK
23" PINE
16" PINE
22" PINE
15"14" PINE
GUM
24" PINE
19"
18"12"
17"
15" PINE
15" PINE 12" PINE
14" PINE
17" PINE
17" PINE
13" PINE18" PINE
11" PINE
18" PINE
17"18"15"15"
17"
25"
5"
16"
11"
7"
17" OAK
18" PINE
21" PINE
11" OAK
13" OAK
16" PINE
18" PINE
18"
24"
17"
16" GUM
19" PINE
13" GUM
15" PINE
14" PINE
13" PINE
14" OAK
16" OAK17" PINE18" PINE
13" PINE
16" PINE
19" PINE
9" OAK
10" OAK
14" PINE
14" PINE
17" PINE
17" PINE
15" PINE 16" OAK
12" PINE
18" PINE
13" OAK
16"
24"
15" PINE
21" PINE
13" PINE
21" PINE
18" PINE
14" HOLLY
20" PINE
15" PINE
14" PINE
13" PINE
20" PINE
17" PINE
14" PINE
17" PINE
16" PINE
13" PINE
17" PINE
20"
17" PINE
18" PINE
18" PINE
10" PINE
11" GUM
16" PINE
OAK CLUSTER
9" PINE
7" GUM
13" PINE
9"
G
U
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16" PINE
10" GUM
5" GUM
11"
12
"
P
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7" OAK
12" PINE
4"5" OAK
6" OAK
11" OAK
4" OAK23
"
P
I
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12" PINE
9" OAK
8"
10"
5"
30"
16"
7"
22"14"
17"
15"/8"
8"
7"15"18" PINE
12" OAK 14"
7"
13"
23"
18"
20"
18" PINE
17" PINE
12" PINE
7" OAK
10" OAK
19" PINE
23" PINE
15" PINE
19" PINE
16" PINE
17" PINE
17" PINE
23" PINE
25" PINE17" PINE
8"/8" OAK
22" PINE
13" PINE
21" PINE
13" PINE
20" PINE
17" PINE 12" PINE
19" PINE
20"
22"
22"
20"
11" PINE
15" PINE
6"
G
U
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6" GUM
19"
16" PINE
24"
22" PINE
12" OAK
STORAGE SHED UNDER
OPEN SHELTER
26
25
26
26
25
25
24
25
26
26
26
252423222223 24 25
25
25
26
DROP INLET
RIM=25.55
DROP INLET
RIM=24.51
DROP INLET
RIM=23.86
DROP INLET
RIM=24.67
DROP INLET
RIM=25.43
INV=21.01
INV=21.05
INV=21.46 INV=21.45
18" RCP 18" RCP
18"
R
C
P
INV=21.01
INV=22.03
INV=22.28
MASONRY RESIDENCE
#721
1 STORY
FFE=28.15
26
(ELECTRIC)
UTILITY STUB
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PINER LANDING
OFFICE DEVELOPMENT
UNDER CONSTRUCTION N2
7
°
3
3
'
2
5
"
E
25
4
.
9
0
'
METER
VAULT
20' PUBLIC UTILITY EASEMENT
15
'
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133.43' TO HIGHGROVE PLACE R/W
INV 6"=21.7±
ICV
SS
SS
SS
SS
SS
BENCHMARK: "MAG" NAIL
ELEVATION=26.72 (NAVD 88)
100' TAPER50' STORAGE
EX. CURBING TO BE REMOVED 17" PINE
EX. 18" RCP EX. 18" RCP
EX.GRAVEL
DRIVEWAY TO BE
REMOVED
CURB INLET
RIM=26.47
CURB INLET
RIM=26.47
TO BE REMOVED
TO BE REMOVED
C-0
1
EX
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1" = 30'
PROPERTY LINE
ADJOINERS
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
TREES TO BE REMOVED
SIGNIFICANT TREES TO BE REMOVED
PROPOSED DEMOLITION AREAS
LEGEND
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REVISIONS
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3
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
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2025-00
FO
R
CLIENT INFORMATION:
GL & SM Ltd. Partnership
5146 Masonboro Harbor Dr.
Wilmington, NC 28409
OF 6
JAE
CDC
CDC
24x36
10/22/2025
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6
2
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NC
1
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SITE DATA
PARCEL ID:R07600-002-191-000 & R07600-002-015-000
(TO BE RE-COMBINED)
CURRENT ZONING:O & I
PROJECT ADDRESS:721 PINER RD.
WILMINGTON, NC 28409
CURRENT OWNER:GL & SM LTD. PARTNERSHIP
5146 MASONBORO HARBOR DR.
WILMINGTON, NC 28409
ACREAGE IN EXISTING TRACT BOUNDARY 188,416 S.F. (± 4.33 ac.)
ACREAGE IN PROP. PROJECT LOT BOUNDARY 118,612 S.F. (± 2.72 ac.)
EXISTING ONSITE IMPERVIOUS AREAS:
BUILDINGS 2,905 S.F.
ROAD 2,885 S.F.
GRAVEL 2,630 S.F.
CONCRETE 135 S.F.
TOTAL:8,555 S.F.
EXISTING ONSITE IMPERVIOUS AREAS TO BE REMOVED:
BUILDINGS 2,905 S.F.
GRAVEL 2,630 S.F.
CONCRETE 135 S.F.
TOTAL:5,670 S.F.
SOILS TYPE: Le (Leon sand - Group A)
(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 C.I. GLOVER, PLS, L-4090
4.SITE IS LOCATED IN ZONE "X" PER FRIS ON FIRM MAP NUMBER 3720313400K, DATED
8/28/2018.
5.NO WETLANDS, SURFACE WATERS, PROTECTED VEGETATED SETBACKS OR RIPARIAN
BUFFERS 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. CONTRACTOR TO VERIFY SPECIES PRIOR TO CUTTING.
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 MADE TO THE COUNTY’S TREE IMPROVEMENT FUND EQUIVALENT TO THE
PRICING STANDARDS IN THE COUNTY FEE SCHEDULE.
60'30'15'30'0'
Scale: 1"=30'
= HOLLY TREE
= LIVE OAK TREE
= OAK TREE
= MAGNOLIA TREE
= PINE TREE
= GUM TREE
MITIGATION REQUIRED FOR REMOVAL OF
SIGNIFICANT TREES
QTY SIZE TYPE REPLACEMENT
INCHES
1 26"LIVE OAK 52.00
1 25"PINE 50.00
1 24"PINE 48.00
1 14"HOLLY 28.00
TOTAL REPLACEMENT INCHES 178
CREDITS FOR PRESERVED TREES
QTY DBH INCHES TYPE DOCUMENTED
INCHES
SIGNIFICANT
INCHES CREDITS
1 14"LIVE OAK 14 21.00
1 16"OAK 16 24.00
2 15"OAK 30 45.00
1 14"OAK 14 21.00
3 8"OAK 24 36.00
1 7"OAK 7 10.50
2 5"OAK 10 15.00
1 4"OAK 4 6.00
1 23"PINE 23 34.50
2 22"PINE 44 66.00
1 20"PINE 20 30.00
1 19"PINE 19 28.50
3 18"PINE 54 81.00
1 17"PINE 17 25.50
1 16"PINE 16 24.00
2 15"PINE 30 45.00
1 12"PINE 12 18.00
1 11"PINE 11 16.50
1 10"PINE 10 15.00
TOTAL INCHES PRESERVED
TREES 340
TOTAL CREDITS FOR PRESERVED
TREES 510.0
YARD INLET
RIM=25.91
DROP INLET
RIM=25.58
CURB INLET
RIM=25.94
CURB INLET
RIM=26.02
VA
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RIGHT OF WAY WIDTH VARIES
PINER ROAD
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X
EX
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n/f
BENNETT VILLAGE APARTMENTS, LLC
BK 6207, PG 2432
Zoning: O&I
Use: Apartments
n/f
REAVES
BK 6084, PG 2709
Zoning: R-15
Use: Single Family Residential
n/f
OVERSTREET LAURA B
BK 5424, PG 0230
Zoning: R-15
Use: Single Family Residential
n/f
MYRTLE GROVE PRESBYTERIAN CHURCH
BK 6685, PG 0863
Zoning: R-15
Use: Single Family Residential
n/f
MYRTLE GROVE PRESBYTERIAN CHURCH
BK 5647, PG 0611
Zoning: R-15
Use: Church
LOT 1
INV=±18.3
10' X 70' NCDOT
SIGHT TRIANGLE TYP.EX
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EX. 42" RCP
EX. SSMH
26
26
27
27
27
27
27
27
27
27
14"
15"
19"
18"12"
17"17"18"15"
15"
17"
25"
5"16"
11"
7"
18"
24"
17"
16"
24"
20"
11"4"
8"
10"
5"
30"
16"
7"
22"14"
17"
15"/8"
8"
7"15"
14"
7"
13"
23"
18"
20"
20"
22"
22"
20"
19"
24"
26
25
26
26
25
25
24
25
26
26
26
252423222223 24 25
25
25
26
DROP INLET
RIM=25.55
DROP INLET
RIM=24.51
DROP INLET
RIM=23.86
DROP INLET
RIM=24.67
DROP INLET
RIM=25.43
INV=21.01
INV=21.05
INV=21.46 INV=21.45
18" RCP 18" RCP
18
"
R
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INV=21.01
INV=22.03
INV=22.28
26
(ELECTRIC)
UTILITY STUB
PINER LANDING
OFFICE DEVELOPMENT
UNDER CONSTRUCTION
METER
VAULT
20' PUBLIC UTILITY EASEMENT
15
'
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INV 6"=21.7±
ICV
12
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DUMPSTER PAD & ENCLOSURE
(SEE DETAIL)
25
'
25
'
24'
24'
25'
23 13
20
20
22 16
1111
21 12.5'PROP. 3-STORY BUILDING
13,125 SF FOOTRINT
8' SIDEWALK
8' SIDEWALK
8'
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UP
18
'
(
T
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)
9' (TYP)
R2
5
'
(TY
P
)
UP
8'
UPUP
8'5'8'9'
8'8'
5'
8'9'
25
'
12 12
R
3
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'
R5
0
'
25
'
25
'
EX. 18" RCP EX. 18" RCP
SE
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PRIMARY STREETYARD
CURB INLET
RIM=26.47
CURB INLET
RIM=26.47
6" SSCO
(TYP)
TIE TO EX. 6" SSCO
6"
S
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M
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(1) 2" WATER SERVICE
(36" MIN. BURY)
(1) TIE TO EXISTING WATER
MAIN W/ 2"X8" T.S.&V.
3' SEPARATION BETWEEN JOINTS,
FITTINGS, SERVICE SADDLES AND WYES
ARE REQUIRED FOR SS AND WATER TAPS.
(1) 2" WATER SERVICE W/ 1.5" METER 18"
INSIDE EXISTING P.U.E. & CFPUA APPROVED
BACKFLOW PREVENTOR
6" SS SERVICE @ 1.0% MIN.
LOT 2
C-1
2
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1" = 30'
SITE DATA
PARCEL ID:R07600-002-191-000 & R07600-002-015-000
(TO BE RE-COMBINED)
CURRENT ZONING:O & I
PROJECT ADDRESS:721 PINER RD.
WILMINGTON, NC 28409
CURRENT OWNER:GL & SM LTD. PARTNERSHIP
5146 MASONBORO HARBOR DR.
WILMINGTON, NC 28409
ACREAGE IN EXISTING TRACT BOUNDARY 188,416 S.F. (± 4.33 ac.)
ACREAGE IN PROP. PROJECT LOT BOUNDARY 118,612 S.F. (± 2.72 ac.)
PROPOSED USE:GENERAL OFFICE
BUILDING SIZE:39,375 S.F. GFA TOTAL
BUILDING HEIGHT:3-STORY/ ±35'
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 13,125 S.F. ÷ 118,612 S.F. = 11.1%
BUILDING SETBACKS:
FRONT:REQUIRED= 25'PROPOSED=96'
SIDE:REQUIRED= 25' Street/25' Interior to Res.PROPOSED= 118' L / 162'R
REAR:REQUIRED= 30' To Res. Use PROPOSED= 83'
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 13,125 S.F.
ASPHALT PARKING/DRIVE AREA 57,230 S.F.
CONCRETE SIDEWALK, C.&G., ETC.9,080 S.F.
FUTURE 14,421 S.F.
TOTAL 93,856 S.F (79.1%)
PARKING REQUIRED:
GENERAL OFFICE USE: (2.5/1,000 sf )
39,325 SF/1000*2.5 = 98 SPACES
PARKING PROVIDED:183 SPACES (6 ADA)
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 57,230 S.F. * 8% 4,578 S.F.
PROVIDED 5,052 S.F.
FOUNDATION PLANTINGS:
NORTH AND SOUTH FACADE
REQUIRED 175 LF X 12' FACADE X 12%:252 S.F.
PROVIDED:635 S.F.
EAST AND WEST FACADE
REQUIRED 75 LF X 12' FACADE X 12%:108 S.F.
PROVIDED:292 S.F.
STREETYARD PINER RD.: (18 S.F./LF FRONTAGE. 9' MIN./27' MAX. WIDTHS)
272 LF FRONTAGE 485- 21 LF ROADWAY = 464 LF FRONTAGE
REQUIRED: 18' X 464 LF 8,352 S.F.
PROVIDED:8,437 S.F.
STREETYARD BENNETT VILLAGE RD.: (9 S.F./LF FRONTAGE. 4.5' MIN./13.5' MAX. WIDTHS)
255 LF FRONTAGE 255- 26 LF ROADWAY = 229 LF FRONTAGE
REQUIRED: 9' X 229 LF 2,061 S.F.
PROVIDED:2,250 S.F.
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND:5,000 GPD
ESTIMATED TRIP GENERATION (Per Trip Generation Manual):
39,375 SF GENERAL OFFICE (ITE CODE 710)
AM PEAK: 60 PM PEAK: 57 DAILY: 427
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DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
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2025-00
FO
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CLIENT INFORMATION:
GL & SM Ltd. Partnership
5146 Masonboro Harbor Dr.
Wilmington, NC 28409
OF 6
JAE
CDC
CDC
24x36
10/22/2025
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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.
PROPERTY LINE
RIGHT OF WAY
EXISTING EDGE OF PAVEMENT
EASEMENT
PROPOSED WATERLINE
PROPOSED FIRE LINE
PROPOSED SANITARY SEWER LINE
RUNOFF DIRECTION
SPOT ELEVATION
PARKING LOT LANDSCAPING
STREETYARD LANDSCAPING
FOUNDATION PLANTINGS
LEGEND
25.5
60'30'15'30'0'
Scale: 1"=30'
FIRE & SAFETY NOTES:
1.CONSTRUCTION TYPE: TBD (COMMERCIAL)
2.PROPOSED BUILDING WILL NOT BE SPRINKLED.
3.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES
DURING CONSTRUCTION.
4.BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODE APPENDIX
J" REQUIREMENTS.
5.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.
6.ANY DRIVEWAY GATE TO BE SIREN ACTIVATED AND HAVE KNOX KEY OVERRIDE.
7.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5 INCH STEAMER
IN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS.
8.NO OBSTRUCTIONS WITHIN 36" AROUND A FIRE HYDRANT, INCLUDING BUT NOT LIMITED TO, STREET
SIGNS, LANDSCAPING AND UTILITY POLES AND BOXES.
9.NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE
JOB SITE.
10.FIRE APPARATUS ACCESS ROADS SHALL PROVIDE A CLEAR VERTICAL CLEARANCE OF 14 FEET INCLUDING TREES,
CANOPIES, BRIDGES, ETC.
11.DURING CONSTRUCTION, PREMISES IDENTIFICATION IS REQUIRED, AND MAY BE TEMPORARY IN NATURE
PROVIDED IT IS LEGIBLE AND WEATHER RESISTANT.
12.PREMISES IDENTIFICATION IS REQUIRED. ADDRESS NUMBERS ARE REQUIRED ON THE STREET SIDE. NUMBERS
SHALL NOT BE LESS THAN 6 INCHES TALL AND ¾ INCHES WIDE, MUST BE WEATHER RESISTANT, AND CONTRAST
IN COLOR AGAINST THEIR BACKGROUND.
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.
C-3
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PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
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2025-00
FO
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CLIENT INFORMATION:
GL & SM Ltd. Partnership
5146 Masonboro Harbor Dr.
Wilmington, NC 28409
OF 6
JAE
CDC
CDC
24x36
10/22/2025
Li
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N
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b
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:
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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.
NTS
2" SF9.5A
8" ABC
PAVEMENT SECTION
COMPACTED
SUBGRADE
CURB INLET DETAIL
NTS
VA
R
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3000 PSI CONC.
FLOW
SECTION
6"
4"
8"
PRE-CAST CONC.
ASPHALT PAVEMENT
ELEV. VARIES
8"6"D 8"6"
GROUT
IN
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W
A
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L
BO
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OR EQUALDEWEY BROS. MODEL CH-BN-2001FRAME AND GRATE2"
SEE PLAN FOR PIPE ORIENTATION & SIZES
NCDOT STD. NO.840.03 ORAPPROVED EQUAL
OF
B
O
X
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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S
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
7/8"Ø HOLES
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
9"
12"
3/8"(TYP)
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
18
"
12"
COLORS
1-1/2"R(TYP)
LEGEND AND BORDER - GREENBACKGROUND - 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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FINISHEDGRADE 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
8" CONCRETE PAD
W/CROSS-BRACING
ENCLOSURE GATES
6X6 - 6/6 W.W.F.
AT 3000 PSI W/
3'
20'-0"
20
'
WOOD SIDING
HORIZONTAL
(TREATED)
4"X4" POSTS
FOOTINGS
CONCRETE
8"
8'
2"X6" CAP
ASPHALT
10'
4"X4" POSTS
ELEVATIONS
PLAN
DUMPSTER PAD & ENCLOSURE DETAIL
NTS
3'
2'
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
ENGINEERTEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
PUB
L
I
C
R
O
A
D
COARSE AGGREGATE
2" - 3"
6" MIN.REQ
U
I
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E
D
AS
50'
M
I
N
.
12' M
I
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.
GEO FABRIC LINER
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
NOTE:
ENTRANCE. WHICHEVER IS GREATER.
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.
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
x
4"8"
4"
x x x x
x
8
4"
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
1.5±0.5%1.0-8.3% (30"MAX RISE)
10% MAX (X=36"MIN)
8.3% MAX (X<36") (FOR ALTERATIONS ONLY)
RAMP
CURB AND GUTTER
WARNING DOMES
2' MIN
1.6-2.4" (TYP)
RAMP WIDTH
0.2"
Flare
WARNING DOMES
1/2" EXPANSION
JOINT (TYP)
4'
FLARE
WARNING DOME NOTES: 1. USE CONTRASTING COLORS, RED OR BLACK ON WHITE PAVEMENT.
2. USE CAST IN PLACE PAVERS FOR NEW CONSTRUCTION.
3. RUBBER MATS ARE PERMITTED FOR RETROFITS.
4. LANDING AND RAMP WIDTH MAY BE REDUCED TO 3' WHERE SPACE
IS LIMITED AND DESIGN IS APPROVED BY THE CITY ENGINEER.
X
LAN
D
I
N
G
1.6-2.4" (TYP)
TRUNCATED DOMES
BASE DIAMETER
0.9-1.4"
TOP DIAMETER 50-60%
OF BASE (TYP)
LANDING
MIN. LANDING WIDTH = RAMP WIDTH
MAX SLOPE 2% IN ANY DIRECTION
NTS
WHEEL CHAIR RAMP DETAIL