Piner Landing 6-7-24_v113" PINE15" PINE
15" MAPLE
CURB INLET
RIM=26.47
CURB INLET
RIM=26.47
GRAVELGRAVEL
EX
.
5
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S
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D
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W
A
L
K
EX
.
5
'
S
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D
E
W
A
L
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13" PINE
13" PINE
15" PINE
15" PINE
12" PINE
12" PINE
12" PINE
12" PINE
13" PINE
14" PINE
15" PINE
15" PINE
15" PINE
15" PINE
15" PINE
12" PINE
12" PINE
12" PINE
21" PINE
13" PINE
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
GL & SM LIMITED PARTNERSHIP
BK 3430, PG 30
Zoning: O&I
Use: Single Family Residential
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
271.5'
25
4
.
9
'
PRIMARY STREETYARD
PROPOSED LOT 3
LOT 1
C-0
1
EX
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A
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D
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P
L
A
N
1" = 30'
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):
2024-003
CLIENT INFORMATION:
GL & SM Ltd. Partnership
5146 Masonboro Harbor Dr.
Wilmington, NC 28409
OF 7
JAE
CDC
CDC
24x36
6/7/2024
PI
N
E
R
L
A
N
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SITE
BLU
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NORTH KERR AVE
NORTH KERR AVE
O
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B
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O
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AC
O
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B
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1
3
1
9
SR
1
3
7
0
PRE
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W
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G
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O
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FOR
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SITE
U
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4
2
1
B
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NC
1
3
2
S C
O
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G
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MA
S
O
N
B
O
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O
PI
N
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GR
O
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4
2
1
MY
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A
SITE DATA
PARCEL ID:R07600-002-191-000 (TO BE DIVIDED)
CURRENT ZONING:O & I
PROJECT ADDRESS:701 PINER RD.
WILMINGTON, NC 28409
CURRENT OWNER:GL & SM LTD. PARTNERSHIP
5146 MASONBORO HARBOR DR.
WILMINGTON, NC 28409
ACREAGE IN EXISTING TRACT BOUNDARY 6) DF
ACREAGE IN PROP. PROJECT LOT BOUNDARY 6) DF
EXISTING ONSITE IMPERVIOUS AREAS:
ROAD S.F.
GRAVEL S.F.
TOTAL: 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
0$<%(0$'(727+(&2817<¶675((,03529(0(17)81'(48,9$/(17727+(
PRICING STANDARDS IN THE COUNTY FEE SCHEDULE.
60'30'15'30'0'
Scale: 1"=30'
MITIGATION REQUIRED FOR REMOVAL OF
SIGNIFICANT TREES
QTY SIZE TYPE REPLACEMENT
INCHES
1 18"OAK 36.00
2 10"MAGNOLIA 40.00
1 12"MAGNOLIA 24.00
TOTAL REPLACEMENT INCHES 100
CREDITS FOR PRESERVED TREES
QTY DBH INCHES TYPE DOCUMENTED
INCHES
SIGNIFICANT
INCHES CREDITS
1 14"OAK 14 21.00
1 12"OAK 12 18.00
1 11"OAK 11 16.50
2 9"OAK 18 27.00
2 8"OAK 16 24.00
1 22"PINE 22 33.00
1 20"PINE 20 30.00
1 16"PINE 16 24.00
1 15"PINE 15 22.50
1 13"PINE 13 19.50
TOTAL INCHES PRESERVED
TREES 157
TOTAL CREDITS FOR PRESERVED
TREES 235.5
CURB INLET
RIM=26.47
CURB INLET
RIM=26.47
GRAVEL
25'
EX
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5
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A
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7.
5
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S
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W
A
L
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7.5' SIDEWALK
7.5' SIDEWALK
10'
15
'
10'
15
'
25'
25
'
R
2
5
'
(
T
Y
P
)
24
'
15
10 9
7
6
10
14
20
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
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
18
'
(
T
Y
P
)
9' (TYP)
6'
271.5'
25
4
.
9
'
8'
8'
PRIMARY STREETYARD
6'
6'
PROPOSED LOT 3
LOT 1
25.35
25.75
25.6
25.35
25.5
26.0
26.5
26.95
26.7
26.6
26.1
25.75
25.35
26.3
26.8
26.3
26.3
26.8
26.95
26.3
26.8
26.95
26.15
26.0
26.3
26.8
26.026.5
26.0
26.5
18
"
R
C
P
25.2
25.8
25.6
25.2
8'10'
18
'
6" SS SERVICE @ 1.0% MIN.
(1) TIE TO PROP. 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) TIE TO PROP. WATER
MAIN W/ 8"X6" T.S&V.
(1) 2" WATER SERVICE
(36" MIN. BURY)
(1) 2" WATER SERVICE W/ 1.5" METER &
CFPUA APPROVED BACKFLOW PREVENTOR
(1) 6" DELINEATION VALVE
(1) 6" C-900 PVC PRIVATE FIRE LINE
(1) 6" WATTS MODEL# LF957RPDA
(36" MIN BURY)
(1) REMOTE FDC
MATCH EX. SIDEWALK
26.15
26.15
25
26
18
"
R
C
P
25.8
24
25
26
24 25 26
26.3
26.95
26.1
26.2
C-1
2
SI
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1" = 20'
SITE DATA
PARCEL ID:R07600-002-191-000 (TO BE DIVIDED)
CURRENT ZONING:O & I
PROJECT ADDRESS:701 PINER RD.
WILMINGTON, NC 28409
CURRENT OWNER:GL & SM LTD. PARTNERSHIP
5146 MASONBORO HARBOR DR.
WILMINGTON, NC 28409
ACREAGE IN EXISTING TRACT BOUNDARY 6) DF
ACREAGE IN PROP. PROJECT LOT BOUNDARY 6) DF
PROPOSED USE:GENERAL & MEDICAL OFFICE
BUILDING SIZE:18,000 S.F. GFA TOTAL
(6,000 SF Med. Office / 12,000 SF Gen. Office)
BUILDING HEIGHT:6725<
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 6)· 6)
BUILDING SETBACKS:
FRONT:REQUIRED= 25'PROPOSED= 98'
SIDE:REQUIRED= 0' Interior/25' Street PROPOSED= 34' / 119'
REAR:REQUIRED= 30' To Res. Use PROPOSED= 82'
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 9,000 S.F.
ASPHALT PARKING/DRIVE AREA 27,700 S.F.
CONCRETE SIDEWALK, C.&G., ETC. 4,950 S.F.
TOTAL 41,650 S.F (59.7%)
TOTAL ONSITE IMPERVIOUS AREAS:
PROPOSED 41,650 S.F.
EXISTING TO REMAIN S.F.
FUTURE S.F.
TOTAL 52,353 S.F. (75.0%)
PARKING REQUIRED:
MEDICAL OFFICE USE: (3.5/1,000 sf )
6,000 SF/1000*3.5 = 21 SPACES
GENERAL OFFICE USE: (2.5/1,000 sf )
12,000 SF/1000*2.5 = 30 SPACES
PARKING PROVIDED:91 SPACES (4 ADA)
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 27,700 S.F. * 8% 2,216 S.F.
PROVIDED 3,460 S.F.
FOUNDATION PLANTINGS:
NORTH FACADE: 120 LF X 20' FACADE X 12%
REQUIRED:288 S.F.
PROVIDED:324 S.F.
SOUTH FACADE: 120 LF X 20' FACADE X 12%
REQUIRED:288 S.F.
PROVIDED:324 S.F.
EAST FACADE: 80 LF X 20' FACADE X 12%
REQUIRED:192 S.F.
PROVIDED:207 S.F.
STREETYARD PINER RD.: (18 S.F./LF FRONTAGE. 9' MIN./27' MAX. WIDTHS)
272 LF FRONTAGE 272- 23 LF ROADWAY = 249 LF FRONTAGE
REQUIRED: 18' X 249 LF 4,482 S.F.
PROVIDED:4,600 S.F.
STREETYARD BENNETT VILLAGE RD.: (9 S.F./LF FRONTAGE. 4.5' MIN./13.5' MAX. WIDTHS)
255 LF FRONTAGE 255- 25 LF ROADWAY = 230 LF FRONTAGE
REQUIRED: 9' X 230 LF 2,070 S.F.
PROVIDED:2,480 S.F.
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND:2,750 GPD
ESTIMATED TRIP GENERATION (Per Trip Generation Manual):
6,000 SF MEDICAL DENTAL OFFICE (ITE CODE 720)
AM PEAK: 19 PM PEAK: 24 DAILY: 217
12,000 SF GENERAL OFFICE (ITE CODE 710)
AM PEAK: 18 PM PEAK: 17 DAILY: 130
PROJECT TOTAL:AM PEAK: 37 PM PEAK: 41 DAILY: 347
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-003
CLIENT INFORMATION:
GL & SM Ltd. Partnership
5146 Masonboro Harbor Dr.
Wilmington, NC 28409
OF 7
JAE
CDC
CDC
24x36
6/7/2024
PI
N
E
R
L
A
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SITE
BLU
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NORTH KERR AVE
NORTH KERR AVE
O
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1
3
1
9
SR
1
3
7
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PRE
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B
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NC
1
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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.
3.NO SIGNS ARE PROPOSED AT THIS TIME. ANY FUTURE PROPOSED SIGN IS SUBJECT TO SECTION 5.6. OF THE UDO.
40'20'10'20'0'
Scale: 1"=20'
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.PROPOSED BUILDING TO 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.
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
CURB INLET
RIM=26.47
CURB INLET
RIM=26.47
GRAVEL
EX
.
5
'
S
I
D
E
W
A
L
K
EX
.
5
'
S
I
D
E
W
A
L
K
7.
5
'
S
I
D
E
W
A
L
K
7.5' SIDEWALK
7.5' SIDEWALK
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
BENDER NELLIE C LIFE ESTATE
BK 1892, PG 0036
Zoning: R-15
Use: Vacant
6'
271.5'
25
4
.
9
'
PRIMARY STREETYARD
6'
6'
25.35
25.75
25.6
25.35
25.5
26.0
26.5
26.95
26.7
26.6
26.1
25.75
25.35
26.3
26.8
26.3
26.3
26.8
26.95
26.3
26.8
26.95
26.15
26.0
26.3
26.8
26.026.5
26.0
26.5
18
"
R
C
P
25.2
25.8
25.6
25.2
MATCH EX. SIDEWALK
26.15
26.15
25
26
18
"
R
C
P
25.8
24
25
26
24 25 26
26.3
26.95
26.1
26.2
C-2
3
1" = 20'
SITE DATA
PARCEL ID:R07600-002-191-000 (TO BE DIVIDED)
CURRENT ZONING:O & I
PROJECT ADDRESS:701 PINER RD.
WILMINGTON, NC 28409
CURRENT OWNER:GL & SM LTD. PARTNERSHIP
5146 MASONBORO HARBOR DR.
WILMINGTON, NC 28409
ACREAGE IN EXISTING TRACT BOUNDARY 6) DF
ACREAGE IN PROP. PROJECT LOT BOUNDARY 6) DF
TOTAL DISTURBED AREA 1.4 ac.
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-003
CLIENT INFORMATION:
GL & SM Ltd. Partnership
5146 Masonboro Harbor Dr.
Wilmington, NC 28409
OF 7
JAE
CDC
CDC
24x36
6/7/2024
PI
N
E
R
L
A
N
D
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PROPERTY LINE
ADJOINERS
RUNOFF DIRECTION
WATERLINE
SANITARY SEWER LINE
SILT FENCE
LIMITS OF DISTURBANCE
SPOT ELEVATION
CURB INLET W/ INLET PROTECTION
LEGEND
25.5
* Perimeter dikes,
ditches and slopes
GROUND STABILIZATION CRITERIA
7 Days
SITE AREA
DESCRIPTION
STABILIZATION
TIMEFRAME
STABILIZATION
TIMEFRAME
EXCEPTIONS
None
7 Days None
* High Quality
Water (HQW)
Zones
7 Days
If slopes are 10' or
less in length and
are not steeper than
2:1, 14 days are
allowed
* Slopes Steeper
than 3:1
14 Days* Slopes 3:1 or flatter
7-days for slopes
greater than 50 ft. in
length
14 Days* All other areas with
slopes flatter than 4:1
None (except for
perimeters & HQW
Zones)
SYMBOL
BUILDING WASTE HANDLING:
-NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
-DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER WASTES MUST
BE LOCATED 50' FROM STORM DRAINS AND STREAMS UNLESS NO REASONABLE
ALTERNATIVES ARE AVAILABLE.
-EARTHEN MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE.
-CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE
WATERS, WETLANDS, OR BUFFERS.
INSPECTIONS:
-SAME WEEKLY REQUIREMENTS
-SAME RAIN GAUGE & INSPECTIONS AFTER 0.50" RAIN EVENT.
-INSPECTIONS ARE ONLY REQUIRED DURING "NORMAL BUSINESS HOURS"
-INSPECTION REPORTS MUST BE AVAILABLE ON-SITE DURING BUSINESS HOURS
UNLESS A SITE-SPECIFIC EXEMPTION IS APPROVED.
-RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
-ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN
CONDITIONS.
SEDIMENT BASINS:
-OUTLET STRUCTURES MUST BE WITHDRAWN FROM BASIN SURFACES UNLESS
DRAINAGE AREA IS LESS THAN 1 ACRE.
-USE ONLY DWQ APPROVED FLOCCULANTS.
CONSTRUCTION SEQUENCE:
CONSTRUCTION OF SITE TO START WITH INSTALLATION OF CONSTRUCTION ENTRANCE AND SILT
FENCE ALONG ALL LOCATIONS PER PLANS. UPON INSTALLATION OF SILT FENCE, TREES SHOULD BE
REMOVED IN LOCATIONS AS NECESSARY. ALL SLOPED AREAS SHOULD BE SEEDED IN ACCORDANCE
TO SPECIFICATIONS. SLOPE STABILIZATION IS WITHIN 7-14 CALENDAR DAYS OF ANY PHASE OF
CONSTRUCTION. ALL OTHER AREAS MUST BE STABILIZED WITH IN 15 WORKING DAYS. CONTRACTOR
TO FOLLOW NPDES STABILIZATION REQUIREMENTS PER TABLE ON THIS SHEET AS WELL. MOST
STRINGENT REQUIREMENT TO BE MET.
1.GENERAL CLEARING AND GRADING OF THIS SITE WILL NOT BE DONE UNTIL THE TEMPORARY
SILT FENCE & CONSTRUCTION ENTRANCE HAS BEEN INSTALLED.
2.NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF
3 FEET (1 VERTICAL TO 3 HORIZONTAL).
3.NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
4.INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION
INCLUDING BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, TREE
PROTECTION FENCE & SEDIMENT BASINS. INSTALL ALL SECONDARY EROSION CONTROL
MEASURES, SUCH AS INLET PROTECTION AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION.
5.ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE AND INLET
PROTECTION TO BE CLEANED WHEN HALF FULL.
6.ONCE PAVING IS COMPLETE, DANDY SACK INLET PROTECTION TO BE USED UNTIL SITE IS
STABILIZED.
7.A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8.MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
9.MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN
PROVE TO BE LESS EFFECTIVE.
10.REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF
CONSTRUCTION. ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO
PROJECT COMPLETION.
MAINTENANCE PLAN:
1.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2.ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP-DRESSED WITH AN ADDITIONAL 2 INCHES OF 2-3 INCH STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
3.SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION,
ROCK DOUGHNUT INLET PROTECTION, SEDIMENT TRAP BAFFLES, AND ROCK PIPE INLET
PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO
ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY
RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND
SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4.SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF
FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE DESIGNED
AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR REPLACED IF
IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED.
NORTH CAROLINA TEMPORARY
GRASSING DETAIL
SEEDING MIXTURE SPECIES APPLICATION RATE
LATE WINTER & EARLY SPRING:
Rye (grain)100 (lb/acre)
Annual Iespedeza (Kobe in Piedmont
and Coastal Plain, Korean in Mountains)50 (lb/acre)
Omit annual Iespedeza when duration
of temporary cover is not to extend beyond June
SUMMER:
German Millet
In the Piedmont and Mountains,40 (lb/acre)
a small-stemmed sundangrass may be
substituted at a rate of 50 (lb/acre)
FALL:
Rye (grain)120 (lb/acre)
SEEDING DATES
LATE WINTER & EARLY SPRING:
Mountains - Above 2500 ft: Feb. 15-May 15
Piedmont - Jan. 1-May 1
Coastal Plain - Dec. 1-Apr. 15
SUMMER:
Mountains - May 15-Aug. 15
Piedmont - May 1-Aug. 15
Coastal Plain - Apr. 15-Aug. 15
FALL:
Mountains - Aug. 15-Dec. 15
Coastal Plain and Piedmont - Aug. 15-Dec. 30
SOIL AMENDMENTS:
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
MULCH:
apply 4,000 lb/acre straw. anchor straw by tacking with asphalt, netting, or a
mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
MAINTENANCE:
Refertilize if growth is not fully adequate. reseed, refertilize and mulch immediately
following erosion or other damage.
NORTH CAROLINA PERMANENT
GRASSING DETAIL
SEEDING MIXTURE SPECIES APPLICATION RATE
FALL & WINTER:
Tall Fescue (blend of two or 200 (lb/acre)
three improved varieties)
Rye (grain) 25 (lb/acre)
SPRING & SUMMER:
Pensacola Bahiagrass 50 (lb/acre)
Sericea Lespedeza 30 (lb/acre)
Common Bermudagrass 10 (lb/acre)
German Millet 10 (lb/acre)
Tall Fescue 50 (lb/acre)
SEEDING DATES
FALL & WINTER:
January - April
August - December
SOIL AMENDMENTS:
Apply lime and fertilizer according to soil tests, or apply 3.000-5,000 lb/acre
ground agricultural limestone (use the lower rate on sandy soils) and 1,000 lb/acre
10-10-10 fertilizer.
MAINTENANCE:
Fertilize according to soil tests or apply 40 lb/acre nitrogen in January or february,
40 lb in September and 40 lb in November, from a 12-4-8, 16-4-8, or similar turf
fertilizer. Avoid fertilizer applications during warm weather, as this increases stand
losses to disease. Reseed, fertilize, and mulch damaged areas immediately. mow to
a height of 2.5-3.5 inches as needed.
SPRING & SUMMER:
April 1 - July 15
SOIL AMENDMENTS:
Apply lime and fertilizer according to soil tests, or apply 3,000 lb/acre ground
agriculture limestone and 500 lb/acre 10-10-10 fertilizer.
MAINTENANCE:
Refertilize the following april with 50 lb/acre nitrogen. Repeat as growth requires.
may be mowed only once a year. Where a neat appearance is desired, omit sericea
and mow as often as needed.
MULCH:
apply 4,000 lb/acre straw. anchor straw by tacking with asphalt, netting, or a
mulch anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
40'20'10'20'0'
Scale: 1"=20'
C-3
4
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REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-003
CLIENT INFORMATION:
GL & SM Ltd. Partnership
5146 Masonboro Harbor Dr.
Wilmington, NC 28409
OF 7
JAE
CDC
CDC
24x36
6/7/2024
PI
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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" POSTS
FOOTINGS
CONCRETE
2"X6" CAP
PAVEMENT
ASPHALT
10'
4"X4" POSTS
DUMPSTER PAD & ENCLOSURE DETAIL
ELEVATIONS
PLAN
NTS
NTS
2" SF9.5A
8" ABC
PAVEMENT SECTION
COMPACTED
SUBGRADE1-1/2"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
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
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WIRE FABRIC
FILTER FABRIC
4"
8"6"
ANCHOR
FABRIC
SKIRT AS
DIRECTED
BY
ENGINEER
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
PUB
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COARSE AGGREGATE
2" - 3"
6" MIN.REQ
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50'
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12' M
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GEO FABRIC LINER
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
NOTE:
ENTRANCE. WHICHEVER IS GREATER.
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.
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
4"8"
x x x x
x ASPHALT
TURNDOWN SIDEWALK
NTS
CLASS A CONC.
7"1/8"R
1"3"R
6"
1 1/2"R
3"R
1'
-
0
"
2'-0"
1'-6"6"
ASPHALT
DRAINAGE AWAY FROM CURB
CLASS A CONC.
24" CURB SECTION
NTS
ASPHALT
7"
2'-0"
3"R
1'-6"
1/8"R
1"
6"
6"
1'
-
0
"
DRAINAGE TOWARD CURB
SHALL SLOPE AWAY AS SHOWN
AWAY FROM CURB, GUTTER
WHERE RUNOFF IS DIRECTED
SLOPE
SLOPE
1 1/2"R
3"R
SIDEWALK
SECTION A-A
4' min
SECTION B-B
A
A
B B
1.0-8.3% (30"MAX RISE)
10% MAX (X=36"MIN)
8.3% MAX (X<36") (FOR ALTERATIONS
RAMP
CURB AND GUTTER
WARNING DOMES
2' MIN
1.6-2.4" (TYP)
RAMP WIDTH
0.2"
Flare
WARNING DOMES
4'
FLARE
2.
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
C-4
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REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-003
CLIENT INFORMATION:
GL & SM Ltd. Partnership
5146 Masonboro Harbor Dr.
Wilmington, NC 28409
OF 7
JAE
CDC
CDC
24x36
6/7/2024
PI
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SITE
BLU
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NORTH KERR AVE
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T
U
S
E
FOR
C
O
N
S
T
R
U
C
T
I
O
N
SITE
U
S
4
2
1
B
E
A
C
H
R
D
NC
1
3
2
S C
O
L
L
E
G
E
R
D
MA
S
O
N
B
O
R
O
PI
N
E
R
R
D
GR
O
V
E
R
D
US
4
2
1
MY
R
T
L
E
LO
O
P
R
D
C
A
R
O
L
I
N
A
C-5
6
DE
T
A
I
L
S
NTS
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-003
CLIENT INFORMATION:
GL & SM Ltd. Partnership
5146 Masonboro Harbor Dr.
Wilmington, NC 28409
OF 7
JAE
CDC
CDC
24x36
6/7/2024
PI
N
E
R
L
A
N
D
I
N
G
SITE
BLU
E
C
L
A
Y
R
D
NORTH KERR AVE
NORTH KERR AVE
O
L
D
W
R
I
G
H
T
S
B
O
R
O
R
D
AC
O
R
N
B
R
A
N
C
H
R
D
S
R
1
3
1
9
SR
1
3
7
0
PRE
L
I
M
I
N
A
R
Y
DRA
W
I
N
G
D
O
N
O
T
U
S
E
FOR
C
O
N
S
T
R
U
C
T
I
O
N
SITE
U
S
4
2
1
B
E
A
C
H
R
D
NC
1
3
2
S C
O
L
L
E
G
E
R
D
MA
S
O
N
B
O
R
O
PI
N
E
R
R
D
GR
O
V
E
R
D
US
4
2
1
MY
R
T
L
E
LO
O
P
R
D
C
A
R
O
L
I
N
A
C-6
7
DE
T
A
I
L
S
NTS
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-003
CLIENT INFORMATION:
GL & SM Ltd. Partnership
5146 Masonboro Harbor Dr.
Wilmington, NC 28409
OF 7
JAE
CDC
CDC
24x36
6/7/2024
PI
N
E
R
L
A
N
D
I
N
G
SITE
BLU
E
C
L
A
Y
R
D
NORTH KERR AVE
NORTH KERR AVE
O
L
D
W
R
I
G
H
T
S
B
O
R
O
R
D
AC
O
R
N
B
R
A
N
C
H
R
D
S
R
1
3
1
9
SR
1
3
7
0
PRE
L
I
M
I
N
A
R
Y
DRA
W
I
N
G
D
O
N
O
T
U
S
E
FOR
C
O
N
S
T
R
U
C
T
I
O
N
SITE
U
S
4
2
1
B
E
A
C
H
R
D
NC
1
3
2
S C
O
L
L
E
G
E
R
D
MA
S
O
N
B
O
R
O
PI
N
E
R
R
D
GR
O
V
E
R
D
US
4
2
1
MY
R
T
L
E
LO
O
P
R
D
C
A
R
O
L
I
N
A