2022-003_Lot 11 N. Kerr Industrial Park_5-10-22 - ZONINGDROP
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DROP INLET
INV.=32.23
15" RCP
24" RCP
BENCHMARK
DROP INLET
ELEV.=34.57'
NAVD '88
DROP
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APPROX. LOCATION
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ASPHALT
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ASPHALT
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20
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20'
10
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20'
40' DRAINAGE &
UTILITY EASEMENT
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(60' PUBLIC R/W)
# 2944
1 STORY
STORAGE FACILITY
PINE 18"
PINE 13"
PINE 16"
PINE 16"
PINE 16"
PINE 15"
PINE 15"
PINE 15"
PINE 14"
PINE 14"
PINE 14"
PINE 14"
PINE 14"
PINE 14"
PINE 14"
PINE 14"
PINE 13"
PINE 13"
PINE 13"
PINE 13"
PINE 13"
PINE 13"
PINE 13"
PINE 13"
PINE 13"
PINE 13"
PINE 13"
PINE 13"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
PINE 12"
HARDWOOD 8"
EX. GRAVEL
DRIVE TO BE
REMOVED
HARDWOOD TWIN 1
2
"
PEAR 9"
PEAR 9"
PEAR 8"
PEAR 8"
PEAR 8"
PEAR 7"
PEAR 5"
PEAR 7"
APPROX. LOCATION EX.
FIRE HYDRANT
n/f
SCOUTS LLC
ZONE: I-2
USE: COMMERCIAL
n/f
TWG HOLDINGS LLC
ZONE: I-2
USE: COMMERCIAL
n/f
BNT COMPANY LLC
ZONE: I-2
USE: COMMERCIAL
n/f
PAUL HUNTER LLC
ZONE: I-2
USE: COMMERCIAL
n/f
LOT 22 OWNERS ASSOCIATION
ZONE: I-2
USE: COMMERCIAL
n/f
LOT 22 OWNERS ASSOCIATION
ZONE: I-2
USE: COMMERCIAL
C-0
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1" = 20'PROPERTY LINE
ADJOINERS
SILT FENCE
LIMITS OF DISTURBANCE
LEGEND
OF 6
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2022-003
5/10/2022
24 X 36
CDC
JAE
CDC
Orville Wright Way Properties, LLC
332 Military Cutoff Rd.
Wilmington, NC 28405
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ORVILLE WRIGHT WAY FL
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N. KERR AVE.
SITE DATA
PARCEL ID:R03400-001-070-000
CURRENT ZONING:I-2
PROJECT ADDRESS:2944 ORVILLE WRIGHT WAY
WILMINGTON, NC 28405
CURRENT OWNER:ORVILLE WRIGHT WAY PROPERTIES, LLC
332 MILITARY CUTOFF RD.
WILMINGTON, NC 28405
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
EXISTING ONSITE IMPERVIOUS AREAS: SITE IS VACANT
SOILS TYPE:Wr (Wrightsboro Fine Sandy Loam) 100.0%
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.EXISTING SURVEYING PROVIDED BY BATEMAN CIVIL SURVEY COMPANY.
4.PROPERTY IS LOCATED IN ZONE "X" ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP,
3720313900K, DATED 8/28/2018.
5.NO WETLANDS EXIST ON SITE.
6.ALL EXISTING PINE TREES ARE LOBLOLLY PINES.
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
3$<0(170$<%(0$'(727+(&2817<¶675((,03529(0(17)81'(48,9$/(17727+(
PRICING STANDARDS IN THE COUNTY FEE SCHEDULE.
4.TREE PROTECTION SIGNAGE SHALL BE ADDED ALONG THE LIMITS OF DISTURBANCE ADJACENT TO
TREES EVERY 100' TO PROTECT TREES ADJACENT TO THE CONSTRUCTION SITE.
40'20'10'20'0'
Scale: 1"=20'
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29.8'
50' FRONT SETBACK
DROP INLET
INV.=32.23
15" RCP
24" RCP
BENCHMARK
DROP INLET
ELEV.=34.57'
NAVD '88
DROP
INLET
24'
R
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R30
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24
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18
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(
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9' (TYP)
5
26.1'
26.1'
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28'
APPROX. LOCATIO
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35.4
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35.6
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35.15
35.25
34.88
35.6
36.1
36.1
UP
UP
35.6
35.6
35.4 35.15
36.2
35.6
35.0 34.75
34.6
34.8
35.75
35.75
35.35
35.1
35.5
CI #4
RIM: 34.75
INV: 31.75
1
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18
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15" RCP
CI #1
RIM: 34.75
INV: 31.95
DI #1
RIM: 35.5
INV: 31.75
TIE TO EX. 6" SS SERVICE
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TIE TO EXISTING WATER MAIN
WITH 2" X 8" T.S.&V.
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ASPHALT
ASPHALT
DRIVEWAY
ASPHALT
PARKING
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20
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20'
10
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20'
40' DRAINAGE &
UTILITY EASEMEN
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(60' PUBLIC R/W)
# 2944
1 STORY
STORAGE FACILITY
HARDWOOD TWIN 1
2
"
PEAR 9"
PEAR 9"
PEAR 8"
PEAR 8"
PEAR 8"
PEAR 7"
PEAR 5"
PEAR 7"
PROPOSED BUILDI
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FFE: 36.25
10' X 70' NCDOT SIGHT TRIANGLE
(TYP)
CI #2
RIM: 34.5
INV: 31.6
CI #3
RIM: 34.5
INV: 31.35
APPROX. LOCATION EX.
FIRE HYDRANT
n/f
SCOUTS LLC
ZONE: I-2
USE: COMMERCIAL
n/f
TWG HOLDINGS LLC
ZONE: I-2
USE: COMMERCIAL
n/f
BNT COMPANY LLC
ZONE: I-2
USE: COMMERCIAL
n/f
PAUL HUNTER LLC
ZONE: I-2
USE: COMMERCIAL
(1) 2" SERVICE
(1) 1" METER W/ CFPUA APPROVED
BACKFLOW PREVENTOR.
7'
C-1 2
1" = 20'
SITE DATA
PARCEL ID:R03400-001-070-000
CURRENT ZONING:I-2
PROJECT ADDRESS:2944 ORVILLE WRIGHT WAY
WILMINGTON, NC 28405
CURRENT OWNER:ORVILLE WRIGHT WAY PROPERTIES, LLC
332 MILITARY CUTOFF RD.
WILMINGTON, NC 28405
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
PROPOSED USE:OFFICE & WAREHOUSE
BUILDING SIZE:11,635 S.F. G.F.A. (4,000 S.F. OFFICE & 7,635 S.F. WAREHOUSE)
BUILDING HEIGHT:6WRU\
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 6)· 6)
BUILDING SETBACKS:
FRONT:REQUIRED= 50'PROPOSED= 72.5'
SIDE:REQUIRED= 0'PROPOSED= 31'L / 54.5'R
REAR:REQUIRED= 0'PROPOSED= 49'
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 11,635 S.F.
ASPHALT PARKING AREA 20,680 S.F.
CONCRETE SIDEWALK, C&G, ETC. 3,615 S.F.
FUTURE 440 S.F.
TOTAL 36,370 S.F (79.5%)
PARKING REQUIRED CONTRACTOR OFFICE: (3 Spaces per 1,000 S.F.)
4,000 S.F. = 12 SPACES
PARKING REQUIRED WAREHOUSE: (1.5 Spaces per 1,000 S.F.)
7,635 S.F. = 11 SPACES
TOTAL PARKING REQUIRED:23 SPACES
PARKING PROVIDED:23 SPACES (1 ADA)
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 20,680 S.F. * 8% 1,654 S.F.
PROVIDED 1,882 S.F.
FOUNDATION PLANTINGS:
NORTH FACADE (65 LF X 20' FACADE X 12%)
REQUIRED:156 S.F.
PROVIDED:195 S.F.
SOUTH FACADE (65 LF X 20' FACADE X 12%)
REQUIRED:156 S.F.
PROVIDED:157 S.F.
WEST FACADE (180 LF X 20' FACADE X 12%)
REQUIRED:432 S.F.
PROVIDED:435 S.F.
STREETYARD: (MULTIPLIER: 25' MAX: 37.5' MIN: 12.5')
REQUIRED: 150.68' - 29.8' = 120.88 X 25'=3,022 S.F.
PROVIDED:3,040 S.F.
ESTIMATED TRIP GENERATION (Per Trip Generation Manual):
7,635 SF WAREHOUSE (ITE CODE 150)
AM PEAK: 1 PM PEAK: 2 DAILY: 23
4,000 SF OFFICE (ITE CODE 710)
AM PEAK: 5 PM PEAK: 3 DAILY: 44
PROJECT TOTAL:AM PEAK: 6 PM PEAK: 5 DAILY: 67
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND:750 GPD
OF 6
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2022-003
5/10/2022
24 X 36
CDC
JAE
CDC
Orville Wright Way Properties, LLC
332 Military Cutoff Rd.
Wilmington, NC 28405
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PROPERTY LINE
RUNOFF DIRECTION
CONTOUR
PROPOSED WATERLINE
PROPOSED SANITARY SEWER LINE
ENERGY DISSIPATER
SPOT ELEVATION
PARKING LOT LANDSCAPING
STREETYARD
FOUNDATION PLANTINGS
LEGEND
25.5
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.EXISTING SURVEYING PROVIDED BY BATEMAN CIVIL SURVEY COMPANY.
4.RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS TO BE ROUTED TO PIPED STORMDRAIN
SYSTEM.
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.ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED
DEVICES BY USCFCCCHR OR ASSE.
5.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.
6.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.
7.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.
8.THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER WILL
PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * TELEPHONE & CABLE TV WILL THEN PLACE THEIR CABLE AT
APPROXIMATELY 2' DEEP.
9.SOLID WASTE DISPOSAL BY PRIVATE DUMPSTER SERVICE.
10.ALL WATER AND SANITARY SEWER LINES TO BE BURIED AT 36" MIN. DEPTH.
11.3' SEPARATION REQUIRED BETWEEN ALL JOINTS, FITTINGS AND SERVICE SADDLES.
12.WATER METER TO BE LOCATED 18" INSIDE THE PUBLIC RIGHT OF WAY.
13.ANY EXISTING SEWER AND WATER SERVICES NOT BEING UTILIZED ARE TO BE ABANDONED PER CFPUA STANDARDS.
UTILITY NOTES:
40'20'10'20'0'
Scale: 1"=20'
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FIRE & SAFETY NOTES:
1.BUILDING WILL NOT BE SPRINKLED
2.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING
CONSTRUCTION.
3.BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODE APPENDIX J"
REQUIREMENTS.
4.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.
C-3 4
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OF 6
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2022-003
5/10/2022
24 X 36
CDC
JAE
CDC
Orville Wright Way Properties, LLC
332 Military Cutoff Rd.
Wilmington, NC 28405
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ORVILLE WRIGHT WAY FL
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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.
PROPOSED DRIVEWAY GRADE
2% MIN SLOPE
6' MIN FROM EX. EOP
TYPICAL DRIVEWAY GRADING SECTION
NTS
(;52$'6/23(
NTS
2" SF9.5A
8" ABC
PAVEMENT SECTION
COMPACTED
SUBGRADE
CURB INLET DETAIL
NTS
VA
R
I
E
S
3000 PSI CONC.
FLOW
SECTION
6"
4"
8"
PRE-CAST CONC.
ASPHALT PAVEMENT
ELEV. VARIES
8"6"D 8"6"
GROUT
IN
S
I
D
E
W
A
L
L
BO
C
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
I
E
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
+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.
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.
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
NTS
WHEEL CHAIR RAMP DETAIL
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
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
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: