SW7100602_APPROVED PLANS_20180130

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW :Z%-
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE�d
YYYYMMDD

a;I1; —
CAFFERTY ENTERPRISES, LLC, INTENDS TO CONSTRUCT AN 12,245 SF SERVICE
FACILITY IN THE MAPLE COMMERCE PARK. THE CONSTRUCTION WILL INCLUDE
PARKING, AND UTILITY CONNECTIONS. THE SITE IS LOCATED ON 6.0 ACRES
LOCATED ON AVIATION PARKWAY, BARCO, NORTH CAROLINA. APPROXIMATELY 1.9
ACRES OF THE SITE ARE TO BE DISTURBED. CONSTRUCTION IS SCHEDULED TO
BEGIN IN THE WINTER OF 2018.
THE SITE IS FAIRLY LEVEL, WITH SANDY SOILS. THE SITE IS HEAVILY VEGETATED
WITH MATURE TREES, A PORTION OF WHICH WILL BE CLEARED FOR
CONSTRUCTION.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY/PERMANENT
VEGETATION ACCORDING TO THE SEQUENCE OF CONSTRUCTION.
1. SOILS DESCRIPTION:
SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF CURRITUCK COUNTY:
ALTA VISTA FINE SANDY LOAM (ADA)
DRAGSTON LOAMY FINE SAND (Ds)
PORTSMOUTH FINE SANDY LOAM (Pt)
IL CONSTRUCTION SEOUENCE'
• OBTAIN SITE PLAN APPROVAL
• OBTAIN ALL NECESSARY ENVIRONMENTAL PERMITS
• FLAG OR STAKE WORK LIMITS
• HOLD PRE CONSTRUCTION MEETING
PFLAW ONE=
• INSTALL COMPOST SOCK CHECK DAMS
• INSTALL CONSTRUCTION ENTRANCE (MAINTAIN MINIMUM LENGTH AND
DEPTHS OF GRAVEL THROUGHOUT CONSTRUCTION)
• INSTALL SILT FENCE
• CLEAR LOT OF EXISTING VEGETATION AS SHOWN
PFLAW TWO
• PLACE AND GRADE FILL MATERIALS
• ESTABLISH TEMPORARY VEGETATION ALONG ANY AREAS REQUIRED IN
ACCORDANCE TO THE "SEDIMENTATION AND EROSION CONTROL NOTES"
• COMMENCE CONSTRUCTION OF NEW STRUCTURE
• CONSTRUCT NEW PAVEMENT
• ESTABLISH PERMANENT VEGETATION ON ALL DISTURBED AREAS (ON
PROPERTY AND ADJACENT RIGHT-OF-WAY)
• FERTILIZE AND WATER DISTURBED AREAS UNTIL PERMANENT VEGETATION
IS FIRMLY ESTABLISHED AND STABILIZATION IS ACHIEVED
• REMOVE SILT FENCE UPON ESTABLISHMENT OF PERMANENT VEGETATION
IV. SEDIMENTATION AND EROSION CONTROL NOTES:
1. PRECONSTRUCTION CONFERENCE:
PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL WALK
THE SITE WITH THE OWNERS REPRESENTATIVE AND A REPRESENTATIVE OF THE
MUNICIPALITY (IF REQUIRED) IN ORDER TO IDENTIFY AND MARK SPECIFIC
ELEMENTS WHICH ARE TO BE PROTECTED. TREES SHALL BE PROTECTED IN
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENTATION
CONTROL HANDBOOK.
2. INSTALLATION OF EROSION CONTROL MEASURES:
PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION
AND SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THIS PLAN SHALL BE
INSTALLED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS
AND ALL PERMIT CONDITIONS.
3. UTILITIES:
PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL
HAVE THE APPROPRIATE UNDERGROUND UTILITIES LOCATED. CONTACT NC811
AT 811 OR 800-632-4949. UTILITIES SHOWN ARE TAKEN FROM EXISTING
RECORDS, FIELD OBSERVATIONS AND/OR UTILITY LOCATING SERVICE AND ARE
NOT GUARANTEED TO BE ACCURATE OR COMPLETE.
4. ACCESS TO SITE:
ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS
DESIGNATED ON THIS PLAN.
5. LIMITS OF DISTURBANCE:
THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF
LAND DISTURBING AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED
TO REMAIN ARE NOT ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT
OF ITEMS DAMAGED OUTSIDE THE LIMITS OF DISTURBANCE OR OTHERWISE
NOTED TO REMAIN.
6. STABILIZATION:
EXPOSED SWALES, DITCHES, DIKES OR OTHER SLOPES STEEPER THAT
3(H):1(V) SHALL BE STABILIZED WITH A TEMPORARY OR PERMANENT GROUND
COVER WITHIN 7 CALENDAR DAYS. ALL OTHER EXPOSED EARTHEN AREAS
SHALL BE STABILIZED WITH A TEMPORARY OR PERMANENT GROUND COVER
WITHIN 14 CALENDAR DAYS OF THE COMPLETION OF ANY PHASE OF GRADING.
7. INSPECTIONS REQUIRED:
SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSPECTED,
MAINTAINED AND REPAIRED AS NECESSARY BY THE CONTRACTOR. THE
CONTRACTOR SHALL MAINTAIN COMPLETED SELF -INSPECTION / MONITORING
FORMS (COMPLETED WEEKLY WITH DAILY RAINFALL TOTALS) THROUGHOUT THE
PROJECT. THE SITE SHALL ALSO BE INSPECTED AFTER ANY RAINFALL EVENT
EQUAL OR GREATER THAN 0.5 INCHES OVER A 24 HOUR PERIOD.
B. CORRECTIVE MEASURES:
ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT
CONSTRUCTION UNTIL WORK IS COMPLETE AND ALL DISTURBED AREAS ARE
PERMANENTLY STABILIZED. IF EXCESSIVE WIND EROSION OR STORM WATER
RUNOFF DEVELOPS DURING TIME OF CONSTRUCTION IN ANY LOCATION ON THE
PROJECT SITE, ADDITIONAL SAND OR SILT FENCE SHALL BE INSTALLED AS
DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE DETAIL.
9. DEBRIS REMOVAL:
ALL CLEARING DEBRIS SHALL BE REMOVED FROM THE SITE BY THE
CONTRACTOR AND DISPOSED OF IN A LAWFUL MANNER. NO BURNING OF
DEBRIS ON SITE IS PERMITTED. NO ON -SITE BURNING IS PERMITTED UNLESS
OTHERWISE APPROVED BY THE LOCAL FIRE MARSHALL, MUNICIPAL AGENCY OF
JURISDICTION AND THE OWNER.
10. EXCAVATION AND EMBANKMENT:
ANY OFF -SITE MATERIAL BROUGHT ONTO TO THE SITE TO BE USED FOR
GRADING FILL SHALL BE OBTAINED FROM A PERMITTED BORROW PIT. FILL
SHALL CONFORM TO PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT. NO
BORROW IS PERMITTED FROM THE SITE.
11. EXISTING INFORMATION:
THE EXISTING SURVEY AND SITE TOPOGRAPHIC INFORMATION SHOWN IS BASED
UPON SURVEY INFORMATION PROVIDED BY J.H. MILLER, JR. LAND SURVEYING.
LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HAS BEEN TAKEN FROM
RECORD DRAWINGS. EXACT LOCATION OF THESE UTILITIES IS UNKNOWN.
LOCATION OF OTHER UNDERGROUND UTILITIES IS UNKNOWN AND HAS NOT BEEN
SHOWN ON THESE DRAWINGS. ALL UNDERGROUND UTILITIES ENCOUNTERED
SHALL IMMEDIATELY BE REPORTED TO THE OWNER.
l ' l I / /l ` SEEDNG SChEDULE
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Call before you dig.
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SITE STATIOIV REOI�MEMM
SITE AREA
STABILIZATION
STABILIZATION TIME FRAME
DESCRIPTION
TIME FRAME
EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETER AND HQW
THAN 4:1
ZONES)
AP1� I —WY 0 FB�IY�IIf �IIL3
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
W Y 0- JLLY A FEWA1 MMAIREIL3
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
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SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500
LB PER ACRE OF 10-10-10 FERTILIZER.
�.iH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION.
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
SEE S-EET C202 FOR LEUBD .4I1 D
FINAL
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C101
PROD. NO. MA

SIM PLM nro�s
1. OWNER: CURRITUCK COUNTY
PO BOX 9
CURRITUCK, NC 27929
2. DEVELOPER: CAFFERTY ENTERPRISES, LLC
C/O OUTER BANKS BLUE
4628 SEASCAPE DRIVE
KITTY HAWK, NC 27949
[phone]
3. THE DEVELOPER INTENDS TO CONSTRUCT A 12,245 SF SERVICE FACILITY THAT
WILL INCLUDE LAUNDRY TO SERVICE OUTER BANKS BLUE RENTAL HOMES.
4. THE PROPERTY IS LOT 1, MAPLE COMMERCE PARK, P.C. N, SL. 2
THE PROPERTY IS RECORDED IN RECORDED IN DEED BOOK 875, PG 807
CURRITUCK COUNTY PIN: 060600000010000; GLOBAL PIN: 8987-05-1593.
PROPERTY ADDRESS: 165 AVIATION PARKWAY, BARCO, NORTH CAROLINA 27917
5. THE SITE IS LOCATED IN FIRM ZONE "X". FIRM MAP NUMBER 3720898600J
AND 372089K600K, EFFECTIVE DATE DECEMBER 16, 2005 . (SUBJECT TO
CHANGE BY FEMA)
6. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
SPECIFIED. AREAS SHOWN ARE BY COORDINATE METHOD. ELEVATIONS SHOWN
ARE HEREON PER NAVD88.
7. EXISTING FEATURES AND SURVEY INFORMATION TAKEN FROM NCONEMAPS
AERIALS (PHYSICAL SURVEY IN PROCESS).
8. THERE ARE NO DELINEATED WETLANDS ON THE PROJECT SITE.
9. TOTAL PROPERTY AREA = 261,591.75 SF (6.00 ACRES)
NEW PROPERTY AREA = 261,592.94 SF (6.00 ACRES)
(BASED UPON RECONFIGURED SOUTH PROPERTY LINE
10. THE PROPERTY IS ZONED HI - HEAVY INDUSTRIAL, AND LAUNDRY FACILITIES
ARE A PERMITTED USE AT THE SOLE DISCRETION OF THE DECLARANT.
11. PARKING REQUIREMENTS:
1 PER EVERY 500 SF
12,245 SF X 1 SPACE / 500 SF = 24 SPACES REQUIRED
21 SPACES PROVIDED*
PARKING AREA = 7117.7 SF
PARKING LANDSCAPE AREA = 500.5 SF (7.0%)
*NOTE: 3 DEFERRED PARKING SPACES ARE REQUESTED UNDER AN
ALTERNATIVE MINIMUM PARKING PLAN (SECTION 5.1.6.D CURRITUCK COUNTY
UDO) THIS FACILITY IS ANTICIPATED TO HAVE 7 EMPLOYEES DURING A SINGLE
SHIFT AND VERY FEW OTHER VISITORS AT ANY TIME.
12. MINIMUM BUILDING SETBACKS:
FRONT - 30'
REAR - 30'
SIDE - 30'
13. AREA TO BE DISTURBED: 81,736.8 SF (1.9 ACRES)
14. COVERAGE IS AS FOLLOWS:
PROPOSED BUILDING 11,250.0 SF
PROPOSED ASPHALT 16,564.8 SF
PROPOSED CONCRETE 2,867.6 SF
PROPOSED COVERAGE 30,682.4 SF (11.7%)
COVERAGE ALLOWED 170,000 SF (65.0%)
15. STORMWATER WILL BE ROUTED INTO THE COMMERCE PARK COLLECTION SYSTEM
FOR CONVEYANCE TO THE COMMERCE PARK STORMWATER MANAGEMENT
SYSTEM.
16. SILT FENCE TO BE INSTALLED ON SITE AS SHOWN ON EROSION
CONTROL/GRADING PLAN.
17. ALL DISTURBED AREAS SHALL BE STABILIZED WITH A COASTAL VEGETATION MIX.
18. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
BUFFERING. ALL REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE
MAINTAINED IN GOOD CONDITION SO AS TO PRESENT A HEALTHY AND ORDERLY
APPEARANCE AND SHALL BE KEPT FREE FROM REFUSE AND DEBRIS. THIS
INCLUDES, BUT IS NOT LIMITED TO, THE REPLACEMENT OF PLANTS DAMAGED
BY INSECTS, DISEASE, VEHICULAR TRAFFIC, AND VANDALISM.
19. ALL NEW UTILITIES ARE TO BE PLACED UNDERGROUND.
20. ALL SIGNS SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE
WITH THE PROVISIONS IN THE CURRITUCK COUNTY CODE OF ORDINANCES.
21. THE BUILDING WILL COMPLY WITH VOL. 1C OF THE N.C. STATE BUILDING CODE
AND CURRENT NFPA REQUIREMENTS.
22. THE ANTICIPATED AVERAGE DAILY FLOW FOR THIS FACILITY IS:
LAUNDRY (453,333 LBS/PER YEAR ® 2 GAL/LB) = 2,484 GPD
EMPLOYEES (7 EMPLOYEES)(25 GPD/EMP) = 175 GPD
2,659 GPD
23. SITE LANDSCAPING NOTES:
- h OF BUILDING FACADE SHRUBS SHALL BE EVERGREEN
PARKING PERIMETER LANDSCAPE SHRUBS SHALL BE 36" TALL WITHIN 3
YEARS OF PLANTING
- PARKING LOT TREES SHALL BE CANOPY TREES
UTILITY CONTACT INFO
DOMINION POWER
TONY TEMPLE
CUSTOMER PROJECTS DESIGNER II
ELECTRIC DISTRIBUTION DESIGN
DOMINION ENERGY NORTH CAROLINA
1707 W EHRINGHAUS STREET
ELIZABETH CITY, INC 27909
0: 252.331.6117 C: 252.331.9194
PIEDMONT NATURAL GAS
LAUREN HILL-SPRUILL
COMMERCIAL/RESIDENTIAL ENERGY
SPECIALIST
PIEDMONT NATURAL GAS
105-B IMPACT BOULEVARD
ELIZABETH CITY, NC 27929
0: 252.264.3759 C: 252.312.9945
lauren.hill®piedmontng.com
CENTURYLINK
GINGER LITTLE
SENIOR MANAGER
CENTURYLINK
1530 HOOKER ROAD
GREENVILLE, NC 27834
0: 252.329.2062 C:252.714.3171
ginger-little®centurylink.com
30
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C201

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,
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ASPHALT SURFACE COURSE
NCDOT S-9.5A OR S-9.5B
AGGREGATE BASE COURSE
`- NCDOT TYPE 'A'
(100% COMPACTION, AASHTO T180)
j\/j\/j\\/j\/j\/j\\//\\//\//\\//\\//\\//\\ \\/ TOP 8" SUBGRADE
\%\%\\\\\/\\%\\%\\%\\%\�%\�\/\\%�\/\�%�\/\/ (100% COMPACTION, AASHTO T99)
(2) 24" #5 REBAR PINS
6'Lx5"Tx6"W PRECAST WHEEL STOP
NOTE: CONFIRM ASPHALT PAVEMENT THICKNESS WITH GEOTECHNICAL REPORT.
STAADAPD PAW W BW AM W 9RR.W aP DETAL
NTS
5' CONCRETE PATHWAY
(UNLESS OTHERWISE
Xz" TOOLED RADIUS SPECIFIED)
EX. GRADE
1 /4"/ FT.
(SEE NOTE 7)
a
1/2" d d
NOTES
17 FT. (TYp)
4" THICK (6" AT DRIVEWAYS)
FIBER REINFORCED CONCRETE
(UNLESS OTHERWISE SPECIFIED)
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
1 5" R ASPHALT SURFACE COURSE
NCDOT S-9.5B
_ *--,ASPHALT INTERMEDIATE COURSE
NCDOT I-19.OB
AGGREGATE BASE COURSE
- NCDOT TYPE 'A'
(100% COMPACTION, AASHTO T180)
// P 8" SUBGRADE
(O 0% COMPACTION, AASHTO T99)
1. ALL CONCRETE SHALL BE 3,000 PSI, 4" THICK, UNLESS NOTED OTHERWISE. DRIVE APRONS AND PATHWAY AT DRIVEWAYS SHALL BE
6" THICK CONCRETE SHALL BE PREPARED IN ACCORDANCE WITH ACI 211.1, ACI 301 AND ASTM C94.
2. CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL JOINTS SHALL BE SAWED.
3. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION INCLUDING THE LOCATIONS THAT PAVEMENT
ABUTS EXISTING PAVEMENT AND AT 30' INTERVALS. EXPANSION JOINT MATERIAL SHALL BE )¢" THICK AND CONFORM TO ASTM D 1751.
4. LONGITUDINAL SLOPE SHALL NOT EXCEED 5%.
5. A BROOMED SURFACE FINISH SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE OWNER.
6. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
7. REFER TO PLANS FOR SLOPE DIRECTION.
CONC REM SDEWALK DETAL
NTS
LEGEND
DIRr
IRON ROD FOUND
AL
MAGNETIC NAIL SET
WATER SERVICE MONUMENT
-- -
RIGHT OF WAY
PROPERTY BOUNDARY
-
EASEMENT
- tlaE
UNDERGROUND ELECTRIC
- T
UNDERGROUND TELEPHONE LINE
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EXISTING FIBER OPTIC REFERENCE
1
PROPOSED LIGHT POLES
- -la- - - -
EXISTING CONTOURS
-10
PROPOSED CONTOURS
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EXISTING SPOT ELEVATIONS
10.25
PROPOSED SPOT ELEVATIONS
EXISTING TREELINE
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PROPOSED TREELINE
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PROPOSED FENCE
EXISTING PAVEMENT
PROPOSED CONCRETE
PROPOSED STANDARD PAVEMENT
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PROPOSED HEAVY DUTY PAVEMENT
-SF
SILT FENCE
°
LIMITS OF CONSTRUCTION
PROPOSED TREES
PROPOSED SHRUBS
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PROPOSED CURB INLET
03
FLARED END SECTION
RIP RAP
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STORMWATER FLOW ARROW
EXISTING DRAINAGE PIPE
PROPOSED DRAINAGE PIPE
m
-
EXISTING DITCH/SWALE
-
PROPOSED DITCH/SWALE
PROPOSED SANITARY MANHOLE
j
PROPOSED SANITARY VALVE
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PROPOSED SANITARY CLEANOUT
RM
EXISTING FORCEMAIN
SS-
PROPOSED SANITARY SEWER
FM -
PROPOSED FORCEMAIN
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EXISTING FIRE HYDRANT
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EXISTING WATER VALVE
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PROPOSED WATER METER
04
PROPOSED WATER VALVE
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EXISTING WATERLINE
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PROPOSED WATERLINE
ens
EXISTING GAS LINE
- GAS -
PROPOSED GAS LINE
HANDICAP PARKING
v
SIGNAGE
4) 4 •♦
TRAFFIC FLOW ARROWS
-
WHEELSTOPS
hEAVY DUTY PAVM DETAL
NTS
6'-6"
30" VEHICLE 48" CLEAR
FORM CURB SECTIONS OVERHANG
WITH STD. CURB FORMS 6"
,_\"j
PAVEMENT VARIES (6" 4"
0" AT HC ACCESS77
•
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14"
6"
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12"
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NTS
1"
1'-6" � PAVEMENT
(SEE DETAIL)
2"R 1j"
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3000 PSI\\�\�\\i\\>.
CONCRETE
STAADAfD CUFF AAD GUTTER
NTS
TFEE PLANTM DETAL
NTS
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OTHI
SPE
1x6 FENCING
ALTERNATING SIDES
6x6 POSTS -
2x4 WHALER -\
GROUND
PLAN VIEW
��- 6' O.C. -�
3"
5'
CONCRETE
FOOTER
12"
NOTES:
1. ALL FENCE LUMBER TO BE CCA TREATED
(APPROVED FOR GROUND CONTACT)
2. ALL FASTNERS, HINGES, LATCHES OR OTHER
HARDWARE TO BE HOT DIPPED GALVANIZED.
3. 2" x 4" DIAGONAL BRACING TO BE
PROVIDED AT FENCE CORNERS.
9CREl® FENCE DISTAL
NTS
CONCRUE MOWER PAD DETAL
NTS
PREPARATION:
LAYOUT TREE AND SHRUBLOCATIONS AN LO TI NS R LANDSCAPE DESIGNERS APPROVAL BEFORE START OF PLANTING
D AREAS AND SECURE
WORK. MAKE MINOR ADJUSTMENTS AS MAY BE REQUESTED. FINE GRADE LAWN AREAS TO A SMOOTH, EVEN SURFACE WITH LOOSE,
UNIFORMLY FINE TEXTURE. ROLL, RAKE AND DRAG LAWN AREAS, REMOVE RIDGES AND FILL DEPRESSIONS, AS REQUIRED TO MEET
FINAL GRADE. LIMIT FINE GRADING TO AREAS THAT CAN BE PLANTED IMMEDIATELY AFTER GRADING.
EXCAVATION FOR TREES AND SHRUBS:
EXCAVATE PITS, BEDS AND TRENCHES WITH VERTICAL SIDES AND WITH BOTTOM OF EXCAVATION SLIGHTLY RAISED AT CENTER TO
PROVIDE PROPER DRAINAGE. LOOSEN HARD SUBSOIL IN BOTTOM OF EXCAVATION. FOR BALLED AND BURLAPPED, AND POTTED (B&B
TREES AND SHRUBS), MAKE EXCAVATIONS AT LEAST HALF AGAIN AS WIDE AS THE ROOT BALL DIAMETER AND EQUAL TO THE ROOT
BALL DEPTH, PLUS ALLOWING FOR SETTING OF ROOT BALL ON A LAYER OF COMPACTED BACKFILL.
PLANTING TREES AND SHRUBS:
SET BALLED AND BURLAPPED AND POTTED STOCK ON LAYER OF COMPACTED PLANTING SOIL MIXTURE, PLUMB AND IN THE CENTER
OF THE PIT OR TRENCH, WITH THE TOP OF THE ROOT BALL AT THE SAME ELEVATION AS ADJACENT FINISHED LANDSCAPE GRADES.
WHEN SET, PLACE ADDITIONAL BACKFILL AROUND BASE AND SIDES OF ROOT BALL, AND WORK EACH LAYER TO ELIMINATE VOIDS
AND AIR POCKETS. WHEN EXCAVATION IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER OF
BACKFILL. WATER AGAIN AFTER PLACING FINAL LAYER OF BACKFILL. MULCH PITS, TRENCHES AND PLANTED AREAS. PROVIDE NOT
LESS THAN 3" THICKNESS OF MULCH AND FINISH LEVEL WITH ADJACENT GRADE.
SEEDING NEW LAWNS:
DO NOT USE WET SEED OR SEED WHICH IS SLIGHTLY MOLDY OR OTHERWISE DAMAGED IN TRANSIT OR STORAGE. SOW SEED USING
A DROP SPREADER OR SEEDING MACHINE. DO NOT SEED WHEN WIND VELOCITY EXCEEDS 5 MPH UNLESS USING A DROP
SPREADER. DISTRIBUTE SEED EVENLY OVER ENTIRE AREA BY SOWING EQUAL QUANTITIES IN 2 DIRECTIONS AT RIGHT ANGLES TO
EACH OTHER. SOW NOT LESS THAN THE QUANTITY OF SEED SPECIFIED OR SCHEDULED BY THE SEED MANUFACTURER OR
SUPPLIER FOR THE TYPE OF SEED BEING SOWED. RAKE SEED LIGHTLY INTO TOP 1/8" OF SOIL, ROLL LIGHTLY AND WATER WITH
A FINE SPRAY. LAY TURF STARTING IN THE CENTER AND WORKING TOWARDS THE SIDES. TURF SHALL BE LAID PARALLEL TO THE
LONGEST EDGE OF FINISHED AREA AND SHALL BE LAID WITH STAGGERED SEAMS. EDGE TURF AFTER INSTALLATION IS COMPLETED.
WATER THOROUGHLY.
CLEAN-UP AND PROTECTION:
DURING LANDSCAPE WORK, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND
MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES AND TRESPASSERS.
MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR OR REPLACE DAMAGED LANDSCAPE WORK
AS DIRECTED.
1/4"R TOOLED EDGE
4000 PSI CONCRETE
44 WWF
SUBGRADE (95%
STANDARD PROCTOR)
STEEL POST
COMPACTED FILL
WIRE REINFORCED SYNTHETIC
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER
FABRIC INTO THE TRENCH 24" MAX.
DIRECTION OF FLOW
SLT FEVCE DETAL
NTS
NOTES:
1. 6' POST SPACING FOR
NON -WIRE REINFORCED
FENCE. 8' POST SPACING
PERMITTED IF FENCE
CONTAINS REINFORCING
WIRE.
2. 4' MINIMUM OVERLAP
REQUIRED (ATTACHED AT
POSTS) WHEN JOINING
SECTIONS OF SILT FENCE.
3. SILT FENCE SHALL BE
ATTACHED TO STEEL POSTS
USING A MINIMUM OF 3
WIRE OR PLASTIC TIES.
*
1'-0"x1'-6"x.08O" ALUMINUM HANC
PARKING SIGN. SIGN TO READ
"RESERVED PARKING" WITH
IDENTIFICATION SYMBOL, BOLTED TO
STEEL TUBE WITH 3/8" CADMIUM
PLATED BOLTS, NUTS AND WASHER:
CORNER RADIUS: 1-1/2" (TYPICA
4"x4" STYP PO!
NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE
SPACES SHALL BE IDENTIFIED BY
ABOVEGROUND SIGNS ONLY (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE
GROUND -PAINTED SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE
STRIPED OFF ONLY; BLUE COLORING IS NOT
NECESSARY NOT REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT;
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
5. CONDITION 1: PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN. CONDITION
2: PEDESTRIAN PATH GOES BY, UNDER, OR
AROUND SIGN.
6. STANDARD SIGN COLORS: BACKGROUND -
WHITE, LETTERING/BORDER - GREEN, FIGURE
- WHITE ON BLUE FIELD.
d a d
SEE PLANS FOR WIDTH d d UP 5' UNLESS OTHERWISE NOTED d Up"
1:12 4 -..5' - 1:12•. °d
as
BACK OF CURB TO MATCH
1:12 SLOPE OF RAMP
TOP OF BAN
BOTTOM OF BANK
36" WOOD STAKI
0 4' O.C.
SECTION VIEW
6" CURB OR TURN DOWN SIDE
HAADICAPP®AKW AY SDEWALK
NTS
NOTE:
APPLICABLE AT ALL POINTS OF INGRESS &
EGRESS UNTIL SITE IS STABILIZED,
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED.
N07M
50'
1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE).
PAD TO BE 501 X 20'W X 6"D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
02'
9
TRUCKS IS TO BE PROVIDED.
MIN.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
BE NECESSARY.
00N371RUC7M
EVTRM OCE DETAL
NTS
TOP OF DITCH/ BOTTOM OF DITCH/
SWALE BANK SWALE INVERT
DIRECTION
OF FLOW
18" COMPOST SOCK J TIE SOCKS TOGETHER
IF MULTIPLE SOCKS
36" WOOD STAKE ARE NEEDED
0 4' O.C.
TYPICAL COMPOST SOCK CIfCK DAM DETAL
NTS
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52
3 w
4=1 0 a U Ci
SCALE:
1 " = 3 0'

1. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED. \1
2. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION AND /
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THIS PLAN SHALL BE INSTALLED IN
ACCORDANCE WITH THE EROSION CONTROL PLAN.
3. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND /
DISTURBANCE AS WELL AS TREES SPECIFICALLY NOTED FOR PROTECTION ARE NOT
ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES.
4. PRIOR TO FILLING THE SITE, THE CONTRACTOR SHALL STRIP AND STOCKPILE TOPSOIL IN /
ACCORDANCE WITH GEOTECHNICAL REPORTS. AREAS WHICH ARE TO BE FILLED SHALL BE
RAISED IN COMPACTED SEQUENTIAL LIFTS NOT TO EXCEED 8 INCHES IN DEPTH. FILL /
MATERIAL SHALL BE CLEAN, WELL GRADED SAND. FILL LOCATED BENEATH PAVEMENT AND
ti
x
ill
x 1070
x 1192-_i
� �ONSTRUCT/ON
�cid
,..x1191 LU
STRUCTURES SHALL BE COMPACTED PER GEOMPLETION REPORT. TOPSOIL STOCKPILED CAN / y.,
BE USED ON SITE FOR RE -SPREAD UPON COMPLETION OF FILL. / ��" Know what's %@IOW.
5. LIMITS OF SLOPES AND GRADING SHALL BE IN ACCORDANCE WITH THE LIMITS SHOWN Call before you dig. ow
HEREON.
N
6. EXISTING TOPOGRAPHY HAS BEEN PROVIDED BY SURVEY ISSUED BY J.H. MILLER, JR. LAND EX. FIRE HYDRANT LL
SURVEYING, AND IS BASED UPON NAVD 1988. PROPOSED ELEVATIONS ARE BASED UPON ^' y
NAVD 1988.
DRAMCEN0HEAVY DUTY CAST IRON GRATE / x122s
x 074 �� } UN rJ O
FASTEN TO CONCRETE TROUGH RIM = 10.30` ���--., �'` x�'s a;�
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT NC ONE CALL ( / �� "'00 �.a m% 2
(800-632 4949) TO LOCATE UNDERGROUND UTILITIES. PER MANUFACTURER'S ����_ �_r 2 2 m E U a 0 c mo
RECOMMENDATIONS = `� t0 ` ° o ° ¢
4,000 PSI CONCRETE _ U " o
Y\ 4\.. <' p q N O
2. ALL STORM SEWERS SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S (MIN. 6" THICK) OR �/ \ Y" / z
-rL ._ � U� o m m¢ m �
RECOMMENDATIONS. STORM SEWERS SHALL BE SMOOTH INTERIOR, DOUBLE WALLED STEEL ANGLE IRON PRECAST CONCRETE = • - ~ a y ' v m 0
OR CAST IRON FRAME
HOPE WITH GASKETED CONNECTIONS UNLESS OTHERWISE NOTED. TROUGH ' ` °M _ ` E 0 E ` 2 N
` E 0 m<v¢ 0 an myr
3. DROP INLETS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED PER NCDOT 840. xll.l7 \ a o 0 o x 3 y ¢ :5 2
CONNECT TRENCH DRAW TO y ,�., \
' ° CURB INLET WITH 8- HOPE (INV 9.00')�
4. ALL OPEN PIPE ENDS, 12" OR LARGER, SHALL BE FITTED WITH A FLARED END ° -
d -. ENCASED IN CONCRETE (8" MIN.) / C
SECTION OF THE SAME MATERIAL AND SIZE. END SECTIONS SHALL BE PROVIDED WITH ° ( - j/ ' 1�ti
d °. \ f . x 11.9 \ / �I
TEN CUBIC FEET OF CLASS "B" RIP -RAP, PLACED TWELVE INCHES IN DEPTH. TOP
OF RIP RAP SHALL MATCH THE F.E.S. INVERT. \\� d 2Xz" \\\\ 10" MIN.
SLOPE INVERT OF / \ CONCRETE
5. INSTALLATION OF STORMWATER MANAGEMENT MEASURES SHALL BE IN ACCORDANCE TRENCH DRAIN AT 0.57 /\ \\/\
WITH THIS PLAN AND REQUIREMENTS STIPULATED BY THE DIVISION OF WATER QUALITY TOWARDS OUTLET, DEPTH .< ,
STORMWATER PERMIT. \/\ d
VARIES 8" MIN. TO 15" MAX. �//
6. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUPPLY A CERTIFIED AT OUTLET 4
STORMWATER URVEY. THE MANAGEMENT URVEY FEATURESLWITHCLUDE ALL ELEVATIONS.SITE IMPROVEMENTS AND 2"x4" KEY rj/\/ ° \ \\
#5 ® 12" O.C.
SUBGRADE
(98% COMPACTION,
TRENCH DRAB L*7AL �MfE �N0STANDARD PROCTOR)
NTS
1. GENERAL
A. DRAINAGE STRUCTURES INVERTS SHALL BE CONSTRUCTED WITH INVERT AND RIM
ELEVATIONS AS SHOWN ON PLANS. THE AREA SURROUNDING THE DRAINAGE
STRUCTURE SHALL BE GRADED TO DIRECT RUNOFF INTO THE STRUCTURE UNLESS
OTHERWISE NOTED (SUCH AS RETENTION OVERFLOW).
B. REFER TO PLANS FOR PIPE ORIENTATION AND CONNECTING PIPE SIZES AND
COORDINATE DRAINAGE STRUCTURE DIMENSIONS ACCORDINGLY.
C. ALL DRAINAGE STRUCTURES OVER 3' - 6" IN DEPTH SHALL BE FURNISHED WITH
POLYPROPYLENE ENCASED STEPS CONFORMING TO NCDOT STD. DWG. 840.66.
D. ANTIFLOATATION RINGS SHALL BE PROVIDED ON DRAINAGE STRUCTURES WHERE THE
BOTTOM OF THE STRUCTURE IS INSTALLED BELOW THE GROUND WATER TABLE.
E. WAFFLE BOXES SHALL NOT BE PERMITTED FOR STRUCTURES GREATER THAN 10' IN
DEPTH.
F.DRAINAGE STRUCTURES OTHER THAN CLOSED TOP MANHOLES AND JUNCTION BOXES
SHALL BE PROTECTED FROM SEDIMENTATION USING DROP INLET PROTECTION UNTIL
THE CONTRIBUTING DRAINAGE AREA IS PERMANENTLY STABILIZED.
2. CURB INLETS
A. CATCH BASINS SHALL CONFORM TO NCDOT STD. DWGS. AS FOLLOWS:
BRICK NCDOT 840.01.
CAST IN PACE CONCRETE NCDOT 840.02.
PRECAST CONCRETE NCDOT 840.46
B. FRAME, GRATE & HOOD SHALL CONFORM TO NCDOT STD. DWG. 840.03
3. DROP INLETS
A. CATCH BASINS SHALL CONFORM TO NCDOT STD. DWGS. AS FOLLOWS:
BRICK (NON -TRAFFIC BEARING) NCDOT 840.15
BRICK (TRAFFIC BEARING) NCDOT 840.35
CAST IN PLACE CONCRETE NCDOT 840.14
PRECAST CONCRETE (NON -TRAFFIC BEARING) NCDOT 840.45
PRECAST CONCRETE (TRAFFIC BEARING) NCDOT 840.46
B. FRAME AND GRATE SHALL CONFORM TO NCDOT STD. DWG. 840.16
4. JUNCTION BOXES
A. JUNCTION BOXES SHALL CONFORM TO NCDOT STD. DWGS. AS FOLLOWS:
BRICK (NON -TRAFFIC BEARING) NCDOT 840.32
BRICK (TRAFFIC BEARING) NCDOT 840.34
CAST IN PLACE CONCRETE NCDOT 840.31
PRECAST CONCRETE (NON -TRAFFIC BEARING) NCDOT 840.45
PRECAST CONCRETE (TRAFFIC BEARING) NCDOT 840.46
B. JUNCTION BOXES SHALL HAVE A MANHOLE SET ON TOP OF LID. RIM SHALL BE SET
AT "RIM" ELEVATION.
Y
30" CURB & GUTTER
W/ FLARE TO MATCH
GRATE
X
d
TRAFFIC RATED PRECAST
REINFORCED LID _
(COORDINATE OPENING
WITH NCDOT 840.02)
SEE DRAINAGE STRUCTURE
NOTES FOR STRUCTURE
REQUIREMENTS
X
° N
e
a
�- VARIES
SWALE SECTM
NTS
OUTLET PIPE
PLACE NCDOT CLASS 1 2 • "D"
RIP -RAP (15" DEPTH)
OVER FILTER FABRIC
4 • "D"
I �4' "D"�1
"D" = PIPE DIAMETER
87tM . OUR% DEriL
NTS
Y PLAN RIM ELEVATION RIM ELEVATION
FRAME GRATE & HOOD
NCDOT 840.03
all, all,
EONC.° CURB,
1' a
VARIES
°
VARIES
(SEE PLANS)
.e
a. INV.
a 6" SEI
2" WEEP HOLE W/ 1 CF
78m STONE IN POROUS BAG SECTION X-X
IMMEDIATELY OUTSIDE WALL
CUW /V..Er
NTS
NCDOT CURB INLET
2'-0" d
MIN. 41
a
2" WEEP HOLE
SECTION Y-Y