SW8110614_APPROVED PLANS_20141201

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 mulLA
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 o H r 2U 1
YYYYMMDD

I
1 /2" EIS
1� 2" AG
I 00
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INV. = 47.99' !
--------
INV. = 47.69� .. I
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HAMPSTEAD UNITED --�
METHODIST CHURCH, INC. ----�
DEED BOOK 1859,'PAGE 234
PIN 3292-00-9384-0000 - - - -
ZONED 0&1
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SITE BENCHMARK -
SURVEY SPIKE IN
UTILITY POLE # F
ELEV. = 54.77'
EXISTING DRIVEWA
55 ~ —
/ i
JAMES F. LEA, SR.
DEED BOOK 1520, PAGE 190
LOT B
MAP BOOK 30, PAGE 121
PIN 3293-01-8580-0000
ZONED RP
CURB INLET
TOP OF CURB = 50.28'
INV. = 48.43'
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JW HAMPSTEAD, LLC
GEED BOOK 2599, PAGE 027
LOT A-2 1
50 MAP BOOK 35, PAGE 1441
PIN 3293-10-5569-0000
ZONED GB I
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WAY EX. BUILDING
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DROP INLET CURB INLET 0 CURB INLET
TOP OF CURB = 50.95'
TOP = 51.04' —TQ2 QF CLURB = 50.98' INV. = 44.48'
INV. = 48.04'------- ----- INV. IN - 46.68
1 INV. OUT = 44.48' DROP INLET
I I I I I I 1 TOP = 50.11' Scale:l"=3o' .
4.0
136 9'
44 0
;c
1'
39.0
40.0
4 .5
450
470
47.5
4 •8
50.0
GRADE TO DRAIN
NOTE:
i- PAINT STRIPING SHALL. BE DONE
BY CONTRACTORTO NCDOT STANDARDS
LEGEND
PROPERTY LINE
PROPOSED PARKING
PROPOSED BUILDING
----------------------------
EXISITING PAVEMENT
- - - - - - - - -
- - - - - SETBACK
-
BUFFER
-• ••-... •. STORMWATER BMP
— — —
— EASEMENT
— +- — — `
— — — LIMITS OF DISTURBANCE
—�- ��
—► RUNOFF DIRECTION
PROPOSED TRAFFIC DIRECTION
300 1
PROPOSED LANDSCAPE AREA
PROPOSED SPOT ELEVATION
53
PROPOSED CONTOUR
E2" LAYER
PE SF 9.SA (NCDOT)
ABC
/106q
A.P;•°�°�1� M
�
NORTH CARC- iNA ENVIRONMENTAL
MANAGEMENT COMMISSION
Eros cR -sw
SITE DATA
PROPERTY AREA: 2.79 ACRES
PROPERTYZONE: GB
PIN #: 3293-10-3358-0000
SETBACKS: FRONT 25'
SIDE 1o'
REAR lo'
LANDSCAPE BUFFERS:
FRONT 15' A-1 BUFFER
SIDE (SOUTH) i5' A-i BUFFER
SIDE (NORTH)1o' B-i BUFFER
REAR 20' C-3 BUFFER
PARKING CALCULATIONS:
65 REQUIRED
66 PROVIDED
*10,400 SF RETAIL 1 SPACE / 225 SF
*i,800 SF RESTAURANT 1 SPACE / 100 SF
IMPERVIOUS AREAS:
BUILDING - 12,200 SF
SIDEWALKS - 2,935 SF
PARKING- 60,722 SF
FUTURE - q,185 E
TOTAL- 84,442 R 8 AEIVE
NOV 0 7 2014
AM PEAK -155 TRIP
PM PEAK - 45 TRIPS By_ --
AVG. DAILYTRIPS -1,73o TRIPS
SITE NOTES:
1. PROPERTY BOUNDARY, TOPOGRAPHY, TREE AND EXISTING UTILITIES
SURVEY PERFORMED BY JOHNNY WILLIAMS SURVEYING PIS.
2. NO WETLANDS EXIST ON SITE.
30, 15, of
30, - 60,
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CLIENT INFORMATION:
BAILEY & FULLER
PROPERTIES, LLC
P.O. BOX 400
JACKSONVILLE, NC 28541
[phone] Office
[phone] Fax
DRAWN: CDC
SHEET SIZE: 24X36
- CHECKED: CDC
DATE: 06-02-14
-APPROVED: CDC
SCALE: 1"=30.0
PROJECT NUMBER: 300-022 -
DRAWING NUMBER:
C-2
20F5
,

LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (lb/acre)
Rye (grain) 120
Annual lespedeza(Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual Iespedeza when duration of temporary rover is not to mend
heyond June.
SEEDING DATES:
Mountains - Above 2500 ft: Feb. IS-M ay 15
Belm, 2500 it: Feb. i-May 1
Piedmont - Jan. i-May I
Coastal Plain - Dec. 1-Apr. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,0001b/acre ground agricul-
toral limestone and 750 lb/acm 10-10-10 ferciliaec
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BYTACKING 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 im-
mediately following erosion or other damage.
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MIXTURE
SPECIES - RATE (lb/acre)
GERMANMILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUNDANGRASS MAY BE
SUB5fl'I'UTED AT A RACE OF So LB/ACRE.
SEEDING NOTES
MOUNTAINS -MAY 15-AUG. 15
PIEDMONT - MAY I AUG. 15
COASTAL PLAN - APR. S-AUG. IS
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOILTESTS OR APPLY 2,000 LB/ACRE GROUND AGR[CUL
TURAL LIMESTONE AND 750 LB/ACRE 10-li 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 ANCHORINGTOOL. -
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IM-
MEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
Rye (grain) 120
SEEDING NOTES
MOUNTAINS - AUG. 15-DEC. 15
COASTAL PLAN and PIEDMONT-AUG. 15-DEC 30
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND Loon LB/ACRE io-in-I. 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
Repair and refertilize damaged areas immediately. Topdress with 50lb/acre
over beyond
of nitrogen in March. If it Is necessary (emend temporary yD
June re noverseed(Mountains)
with 5espedem Kobe (Piedmont and Coastal Plain)
or Korean (Mountains) lespedeza in late February or early March.
0'-12' SEE PLANS 2'-6'
EXISTING PAVEMENT 2„ S9.5B
3" Hq.oB 1�e
114" PER FOOT
5" B25.oB I -III -I NOTE:
1. PAINT STRIPING SHALL BE DONE
BY CONTRACTOR TO NCDOT STANDARDS
NCDOT PAVEMENT WIDENING SECTION
NTS
SPRING -SUMMER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE 0b/acre)
PENSACOLA BAHIAGRASS 50
SERICEALESPEDEZA 30
COMMON BERMUDAGRIISS 10
GERMAN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NFATAPPEARANCE IS DESIRED, OMIT SERICE4
2. USE COMMON BERUDAGRASS ONLY ON ISOLATED STTFS WHERE IT CANNOT RE-
ST. BERMUDAGRASS MAY BE REPLACED WITH lb/acre CENTIPEDEGRASS.
SEEDING DATES
APRIL I-JULY 15
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TES"PS, OR APPLY 3,000 lb/acre
GROUND AGRICULTURE LIMESTONEAND Soo lb/acre io-lo-Io FERTILIZER.
MULCH
APPLY4,0001b/acre GRAIN SFRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BYTACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMPING
WITH AMULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
REFERTIM THE FOLLOWING APRIL WITH 5o 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.
FALL -WINTER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (lb/acre)
TAIL FESCUE (BLEND OFTWO OR
THREE IMPROVED VARIETIES) 200
RYE (GRAIN) 25
SEEDING DATES
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
i,000 lb/acre ao-to-10 FERTILIZER
MULCH
APPLY4,000 lb/acre GRAIN STRAW OR EQUIVALENT COVF.ROF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR BY CRIMP-
ING WITH AMULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN
BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
FERTILIZE ACCORDING TO SOIL TESTS OR APPLY 40 ib/acre NFfROGEN IN JANUARY
OR FEBRUARY, 401b IN SEPTEMBER AND 40lb 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 2.5-35INCHES
AS NEEDED.
GALV. BAR GRATING - I" x 1/8" BEARING BARS (MAX OPENING 4").
FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1/4"
GALVAINIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE.
TOP OF BANK
TOPOFBANK
EL. So.o
SHWT 46.2'_ _ _
24"
6"� 4'-0„ L V �
GALVANIZED WIRE
VER SMALL DIAMETER
(8 MESH .82o WIRE)
1
SECTION A - A GRAVE
FILTER
DETENTION POND OUTLET STRUCTURE
NTS
lo' EMBANKMENT
FLOOD
cc
y
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
Si FILTER
enx DESIGNATED TO REMAIN.
Pww E" 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.
M� 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL
POROUS BAFFLES PLAN OF ANY SOFT AREAS.
(SEE neruLl 5 DISPOSAL• CLEARED GRUBBED STRIPPE
2„ _ 3„
COARSE AGGREGATE
GEO FABRIC LINER
NOTE:
CO RUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
ENTRANCE. WHICHEVER IS GREATER.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
PLAN
n. XTn nnTT Ar)
S OR#57 WASHEID
STONE
SPILLWAY
TEMPORARY SEDIMENT TRAP TABLE
NO.
I ACWS
REQ'D
JPROVIDE
L
I W
D
1
1 3.42
112,312
1 20,363
1142'1
1.eij
D 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.
SzEPLANSHmrTPDR1[ICADoN
13.
CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY
Ns
BOXES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
n,MEN EAP W LLEeCONS RUC D RE .
14.
EXISTING SURVEYING PERFORMED BY JOHNNY J. WILLIAMS LAND SURVEYING AND SUPPLIED BY THE OWNER.
SUMP Sam NOLY.
z. SEDIMENrrE.l mamOtroeorrOMOFSPluwAY
1YILLaENOLEssrHAEr.
15.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL
. &EONE oNaPaor.
ssnuwavneerN SNALLae
DISCREPANCIES OR QUESTIONS TO THE ENGINEER PRIOR TO INSTALLATION.
q. STONE PACC SHOULD BE NO LP88 THAN6INLM1IFB
M fflMUE DPERPEND1QIWlLTFROMTHffFACE
OFTDI
16.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY
DIMENSIONS SHO
S. SUMP DIMENa1ONS5NOULngLIAWPORAMRXMUMOF
OWNER.
CASTING
NOTE: USE DEWEY BROS.
PITIOI/ACEEozsmmteNrsroEAce.
°' °smwoe"ei nCML�Eu NEPESA YNM.'DN° � 6M N SI.
17.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER AT FINAL GRADE.
CH-BN 3A FOR CATCH
P. RE�, oAPNssDtAnNNTEAPwrLLEEDONEmSOm1AwAT
18.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND FENDER COUNTY CODES. METERS, TAPS, MATERIALS,
BASINS AND LETSCH-B-47
FOR YARD INLETS
WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
TEMPORARY SEDIMENT TRAP DETAIL
J9.
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.
NOTE:
DROP INLET TO HAVE SAND
TRAP DROP LEAVE OPENING ASNSHOWN
SECTION
DROP INLET DETAIL
NTS
NCDOT #5 OR # 5-
WASHED STONE
TOP OF SHELF
<�..<.,...< NON
1 CLASS "B" RIP RAP GEUTEXTILE
FOREBAY
1 3 BOTTOM EL.45-o �AHRIC MAIN POOL � 1
1'MIN.TUCK 1
3 - - OUT 44.0 Oyp J
3 BOTTOM 3
• POND SLOPE TO BE SEEDED IN ACCORDANCE - EL. 0.o
TO SEEDING SPECIFICATIONS
• Loa VEGETATED SHELF TO BE PLANTED - CLEAN OUT 39.0
WITH WETLAND SPECIES I.E. PICKEREL WEED,
DUCK POTATO, SWAMP ROSE, BLUE FLAG, -
& CARDINAL FLOWER. (OR ENGINEER APPROVED ALTERNATIVE)
• A PUMP WILL BE PROVIDED TO DRAIN THE BASIN
FOR MAINTENANCE AND EMERGENCIES
DETENTION POND &`FOREBAY SECTION
NTS
NCDOT #5 OR #
WASHED STON
CONSTRUCTION SPECIFICATIONS:
L UNIFORMLY G A L W DEPRESSION APPROACHING
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLYAROUND
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 N5 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
1
!ji ------ SHWT q6_2
10
GRAVEL INLET
TYPICAL GRASS SWALE
NTS
INSPECT INLETS AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (} 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.
20. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT AND FENDER COUNTY STANDARDS INCLUDING WORKMANSHIP,
MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED
IN ACCORDANCE WITH NCDOT TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
21. 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..
22. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S REQUIREMENTS.
23• CONTRACTOR TO USE WHITE LANE MARKING PAINT FOR ON SITE PAVEMENT MARKINGS. PAINT SHALL BE A CHLORINATED RUBBER
ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S
OPTION FOR NIGHT REFLECTING. ALL PAVEMENT MARKING WITHIN THE PUBLIC ROW TO BE THERMOPLASTIC WITH REFLECTIVE
BEADING.
24. DUCTILE IRON SHALL BE CLASS 50.
25. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS -AIR ENTRAINED.
26. 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.
27. ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
28. CONTRACTOR & OWNER SHALL COMPLY WITH ARTICLE XII OF THE FENDER COUNTY UTILITY WATER & SEWER ORDINANCE.
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 WITHIN 21 CALENDAR DAYS OF CONSTRUCTION. THE REMAINING DISTURBED AREA OUTSIDE OF
WETLANDS SHOULD BE FINE GRADED DISKED 4" TO 6" AND SEEDED IN ACCORDANCE TO SPECIFICATIONS WITHIN 15 CALENDAR DAYS.
is GENERAL CLEARING AND GRADING OF THIS SITE WILL NOT BE DONE UNTIL THE RETENTION POND HAS BEEN DUG AND IS FUNCTIONING
19-GAUGE AS A SEDIMENT BASIN.
CLOTH 2. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF 3 FEET (i VERTICAL TO 3 HORIZONTAL).
PENINGS) 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, CHECK DAMS, ETC. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS
POSSIBLE AFTER BEGINNING CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE
CLEANED WHEN HALF FULL,
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS DURING CONSTRUCTION. REMOVE
ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS SOON AS POSSIBLE BUT NO LATER THAN 15
CALENDAR DAYS AFTER DISTURBANCE. ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 21 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN PROVE TO BE LESS EFFECTIVE.
11. 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- INCH
3 NC 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, BLOCK AND GRAVEL INLET, ROCK DOUGHNUT
INLET PROTECTION 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 WEEKAND
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. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE
DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF
ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE.
5• 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
STEEL POST REPAIRED OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS DAMAGED.
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" INWIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
WIRE FABRIC
FILTER FABRIC
NCHOR FABRIC SKIRT
B DIRECTED BY
NGINEER
24"
12" 12"
8rr ABC NOV OI ZU14
STONE BASE
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z0325555p ;
CLIENT INFORMATION:
BAILEY & FULLER
PROPERTIES, LLC
P.O. BOX 400
JACKSONVILLE, NC 28541
[phone] Office
[phone] Fax
DRAWN: CDC
SHEET SIZE: 24X36
CHECKED: CDC
DATE: 06-02-14
-APPROVED: CDC
SCALE: NTS
PROJECT NUMBER: 300-022
a

1 /2" EIS
1 2 AG
00
----- I
I
---------�
INV. = 47.99'
-----
INV. = 47.69'
I
HAMPSTEAD UNITED
I
METHODIST CHURCH, INC.
DEED BOOK 1859, PAGE 234
PIN 3292-00-9384-0000 — — —
ZONED 0&I _
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I I
— — — — ----
I I
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.- 53
0
� z
I
�j SITE BENCHMARK —
SURVEY SP''.KE IN
UTILITY POLE # RG31
ELEV. = 54.77•
EXISTING DRIVEWAY
----- ----------- ------ --
/
DAMES F. LEA, SR.
DEED BOOK 1520, PAGE 190
LOT B
MAP BOOK 30, PAGE 121
PIN 3293-01-8580-0000
ZONED RP
CURB INLET
TOP OF CURB = 50.28'
INV. = 48.43'
JW HAMPSTEAD, LLC
DEED BOOK 2599, PAGE 0�7
LOT A-2 I
MAP BOOK 35, PAGE 1441
PIN 3293-10-5569-0000
ZONED GB
11
ONE EX. BUILDING
WAY
i
I II
j DFCIDIOUS
TRppl
— — — — — — — — — — — -
-------------------------------- —
� I I
I I I I I
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I I I I I I
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I T
— — y — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
y
18" RCP
—+
S➢—SD---=SD—SD
sx 1 -- e O I. -EX. R/ W
— — E r
z
INLET
� DROP
INLET
CURB
INLET CURB
TOP OF CURB = 50.95'
TOP
INV.
= 51.04'
= 48.04'------------
---- TQP Q
INV. IN
INV. OUT
CURB = 50.98'
--�-- INV. = 44.48'
6.68 = 4�
= 44,48' DROP INLET
I
,
I TOP = 50.11'
i. PAINT STRIPING SHALL HE DONF, l.Vrvlracl N.D S UBUKADE �i1 F. LAYL
SR95A (NCDO'1')
BY CONTRACTOR TO NCDOT STANDARDS
CTOR ROAD SECTION 6"ABC
LEGEND
PROPERTY LINE
PROPOSED PARKING
PROPOSED BUILDING
----------------
EXISITING PAVEMENT
- - - - - - - - -
- - - - - SETBACK
BUFFER
—•••-•••-•••-•••-•••-•••—
STORMWATER BMP
— — — —
— — — EASEMENT
........
. LIMITS OF DISTURBANCE
--�- �-
—► RUNOFF DIRECTION
PROPOSED TRAFFIC DIRECTION
300
PROPOSED L'.NDSCAPEAREA
s,.15
PROPOSED SPOT ELEVATION
53
PROPOSED COINTOUR
SITE DATA
PROPERTY AREA:
2.79 ACRES
PROPERTYZONE:
GB
PIN #:
3293-10-3358-0000
SETBACKS:
FRONT 25'
SIDE id
REAR io'
LANDSCAPE BUFFERS
FRONT 15' A-J BUFFER
SIDE (SOUTH)15' A-J BUFFER
SIDE (NORTH)1o' B-J BUFFER
REAR 20' C-3 BUFFER
PARKING CALCULATIONS:
65 REQUIRED
66 PROVIDED
*10,400 SF RETAIL i SPACE / 225 SF
*1,800 SF RESTAURANT 1 SPACE / 1oo SF
IIk51uDo&TAcsiv\lj"I �
BUILDING- 12,200SIT
SIDEWALKS - 2,935 SF
PARKING- 6o,122SF
FUTURE- 9,185 SF
TOTAL - 84,442 SF
TRAFFIC:
AM PEAK -155 TRIPS "
PM PEAR-45TRIPS
AVG. DAILY TRIPS - i,73o TRIPS —
SITE NOTES:
1. PROPERTY BOUNDARY, TOPOGRAPHY, TREE AND EXISTING UTILITIES
SURVEY PERFORMED BY JOHNNY WILLIAMS SURVEYING PLS.
2. NO WETLANDS EXIST ON SITE.
30t 15, 0' 30, 6o'
Scale: 1"=30'
VICINITY MAP (NOT TO SCALE):
�N
c FAA
0
i
N\
111„'/
�N CARO'i
S E A L
032555
CLIENT INFORMATION:
BAILEY & FULLER
PROPERTIES, LLC
.0. BOX 400
LCKSONVILLE, NC 28541
10) 346-8443 Office
10) 346-8637 Fax
DRAWN: CDC
SHEET SIZE:
24x36
CHECKED: CDC
DATE:
06-02-14
APPROVED: CDC
SCALE:
1"=30.0
PROJECT NUMBER:
300-022
DRAWING NUMBER:
C-2
20F5

HAMPSTEAD UNITED
METHODIST CHURCH, INC.
DEED BOOK 1859, PAGE 234
TEMPORARY CONSTRUCTION
ENTRANCE
SITE BENCHMARK N
SURVEY SPIKE I
UTILITY POLE # RG310
ELEV. = 54.77'
Fm
E_ -
Z-
E
1 /2" EIS
2" AG
00
5%0
1N V 24" rBJ = 47.0
w/ 1O'x15'x18" ED
DI NO.3
- RIM = 49.5
INV. = 47.2
(1%
306.88'
Io' SETBACK _
JAMES F. LEA, SR.
DEED BOOK 1520, PAGE 190
LOT B
MAP BOOK 30, PAGE 121
2�FES
INV = 46.8
50.0
3:1 GRASSED SWALE EVERGREENTREE
(TYPIr-
I ,200 SF I I
CRETAI1,)
F25 I I
I I I
190' 52a6,
To' SIDEWALK s 9
46
303 6
CURB INLET
C\ TOP OF CURB = 52.84'
\ INV. = 47.84' 1_�
/T l T\
- E E E
52 52
53 sz DROP INLET
12" RCP TOP = 51.04'
I INV. = 48.04'
00
5/8" ISS
2" AG
POND
TB = 50.0
FP = 48.5
NP = 47.0
BTM = 40.0
c`
I
U ?CURB INLET
TOP OF CURB = 50.28'
HI s INV. = 48.43'
�I
o
CI NO. I
l-RIM =51.o
INV. = 47.5
—
JW H MPSTEAD, LLC
DEED BOO 2599, PAGE 027
LOT A-2
MAP BOQK 35, PAGE 144
-----------1
I
I
I
I
I
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zo
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52.30
ONE
I NE I WAY EX. BUILDING
j AY I I I
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52.10 52.1
R I DETR 0US
TREE
514 I I — — — — — — —
:9; 300
CI NO.3 si.i5 . MATCH EXISTING ASPHALT +_ 51.6
'INV. = 48 o IRR
O. 2
RIM =479 I I I I i l l l I I I I 1
ILL�OARD I I I I I I I I I I I I� l
o.o'
,4 SITE BENCHMARK
SURVEY SPIKE IN
UTILITY POLE # 11 XG20
X 4.0' ELEV. = 53.52'
LITY CURB INLET
TROL TOP OF CURB = 50.10'
OX CURB INLET NCDOT CI NO. 1 INV. = 48.35'
TOP OF CURB = 50.74RIM - 1.-5 451FIR InA.10 INV. = 48.59' INV. = 47.9
12' _CPP
SPEED LIMIT )x
SIGN
50.43'
u
0
MNS
- E E
e
IMP OF CORE- ms� w°
INV. = 47.76' �\
CURB INLET
TOP OF CURB = 50.95'
INV. = 44.48'
Z
E
_ L - - - - - - - - - -
LEGEND
PROPERTY LINE
PROPOSED PARKING
PROPOSED BUILDING
- — — — — — — — — - EXISIT'ING PAVEMENT
— SETBACK
_.... _. - BUFFER
�_ -- STORMWATERBMP
_ EASEMENT
. LIMITS OF DISTURBANCE
—�- —�- ---�•- RUNOFF DIRECTION
PROPOSED TRAFFIC DIRECTION
173 00 PROPOSED LANDSCAPE AREA
Ll 51.46 PROPOSED SPOT ELEVATION
153--- PROPOSEDCONfOUR
I
SITE DATA
PROPERTY AREA: 3.42 ACRES
PROPERTYZONE: GB
SETBACKS: FRONT 25'
SIDE id
REAR 10'
J PARKING CALCULATIONS:
61 REQUIRED
68 PROVIDED
*12:200 SF OF RETAIL iSPACE PER 2oo SF
IMPERVIOUS AREAS:
BUILDING- 12,200 SF
SIDEWALKS - 2,935 SF
PARKING - 49,422 SF
TOTAL - 64,557 SF
APPROVED CS7
MANAGEMENT COMMISSION
DIVISION OF WATER ()UAL(1Y
Jti1,-� IS/ ).C)i
SITE NOTES:
1. PROPERTY BOUNDARY, TOPOGRAPHY, TREE AND EXISTING UTILITIES
SURVEY PERFORMED BY JOHNNY WILLIAMS SURVEYING FES.
2. NO WETLANDS EXIST ON SITE.
N
;t
D' 15' o' 30' 6o'
Scale: 1"=30'
VICINITY MAP (NOT TO SCALE):
5
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- S E A L
_� •, 032555
CLIENT INFORMATION:
BAILEY & FULLER
PROPERTIES, LLC
P.O. BOX 400
JACKSONVILLE, NC 28541
[phone] Office
[phone] Fax
DRAWN: CDC
SHEET SIZE: 24X36
CHECKED: CDC
DATE: 7-05-11
APPROVED: CDC
SCALE: I"=30.0
PROJECT NUMBER: 300-012
DRAWING NUMBER:
C-1
i OF
TOP OF CURB = 50.98'

LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
0'-12' SEE PLANS
2'-6°
SEEDING MIXTURE
EXISTING PAVEMENT 3" 19'1q. B
3" .oB
SPECIES RATE (Ib/acre)
1/4" PER FOOT
e
RA • rain 120
(grain)
Annual (Kobe in
Piedmont and Coastal Plain
Korean in Mountains) 50
w:
;:.. >" .Y.;n-:�.�Ph`.Y •'...:'.,i..�:.'�l•. �.: .nna
•- • .•. `;.,-' .•C'0.7:;•y;.:.•y �
'n'i. V-t
F wry. ,••.
`i :.;. `.
Continental Iespedeza when duration of tempomn cover is not to extend
•••n-�< Y y,.. K,♦
• \ Ali
beyond June.
5" B25.oB
SEEDING DATES:
Mountains - Above 25M ft: Feb. 35-May's
NOTE:
Below 25oo ft: Feb. i-May 1
1. PAINT STRIPING SHALL BE DONE
Piedmont -Jan. rMayi
BY CONTRACTOR TO NCDOT STANDARDS
Coastal Plain - Dec. r-Apr. t5
.
SOILAMENDMENTS
NCDOT PAVEMENT WIDENING SECTION
Follow recommendations of sail tests or apply 2.000 Ih/acre ground agricu4
rural limestone and 75o lb/acre ici no fertilocr
NTS
SPRING -SUMMER
MULCH
PERMANENT GRASSING DETAIL
APPLY4,000 LB/ACRE BMW. ANCHOR STRAW BY T.ACIO G WITHASPHALT. NETTING,
ORA MULCH .ANCHORING TOOL. ADISK WI'I II RI ADES SFr NEARLI'ST1UG H r C.AN BE
SEEDING MIXTURE
USEDAS A MULCH ANCHORING TOOL
SPECIES RATE (Lb/acre)
MAINTENANCE
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDE7A 30
t0
COMRefertili2eif
oath is not fulladequate. Reseed. refertilize and mulch im-
Y e9
GERMtON ILLEU11AGR:ISS
to
GALL
mediately following erosion or other damage.
FESCUE
TALL FESCUE. So
TEMPORARY SUMMER GRASSING DETAIL
SEEDING NOTES
I. NYHERE A NFAT APPE.ARANCF- IS DFSIRF.D, OMIT SF.RICEA-
SEEDING MIXTURE
2, USE COMMON BERUDACRASS ONLY ON ISOLATED SITES WHERE IT CAN-N01BE-
COME A PEST. BERbIUD.AGRASS MAY BE REPLACED 'A'I'III S Ib/acre CLNTIPLDEGRASS.
SPECIES RATE Gb/acre)
GERMAN MILLET 40
SEEDING DATES
IN THE PIEDMOMAND MOUNTAINS. ASMALL-STEMMED SL-NDANGRASS MAY BE
APRIL I -JU'LY 15
SUBSTITUTED ATA RATE OF So LB/ACRE.
SEEDING NOTES
SOIL AMENDMENTS
MOUNTAINS - MAY 15-AUG. 15
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TLSTS, ORAPPLY 3,000 I5/ace
PIEDMONT - MAY i-AUG. 15
G ROUN D AGRICU'L'CLIRE LIM I STONE AND Soo Ih,lacre Io-io-lo FERTILIZER.
COASTAL PLAN - APR L5-AUG. 15
SOIL AMENDMENTS
MULCH
FOLLOW RECOMMENDATTONS OF SOIL TESTS OR APPLY 2.000 LB/:ACRE. G ROUND.AGRICL'I.-
TURAL LIMESTONE AND 75o LB/ACRE no- Io-Io FERTILIZER.
APPLY 4,0oO lb/acre GRAIN STRAWOR EQUIVALENT COVER OF ANOTHER SUITABLE
NIULCH. ANCHOR BY T:ACKINC WITH ASPHALT, ROVING, OR NETHNG OR B1' CRIMPTNG
WITH A MULCH ANCHORING TOOL. A DISK NAITH B1A1)ES SET EARLY STRAIGHT CAN BE
MULCH
DSFD AS A MULCH ANCHOR ING TOOL
APPLY 4000 LB/.ACRE STRAW. ANCHOR STRAW BY TACKING WITH .ASPHALT, NETTING.
ORA MULCH.ANCHORING TOOL A DISKNr,TH BLADES SET NEARLY STRAIGHT CA -\BE
IVIduINTENANICE
USED AS A M ULCH ANCHORING TOOL
REFERTILIZE'I'HE F'OLLONA'ING APRIL WI PH 5o lb/acre NITROGEN. REPEAT'.AS G RO WrH
REQUIREMAINTENANCE SWHERENLY ONCE A YEAR. NEATAPP EUU \CI; IS
DESIREDSOMIT ERCFFAA MOWASOFTE S EEDED.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RF.FHRTILIZF. AND MULCH UI-
MEDIATF,I.Y FOI.I,OWING F,ROSION OR OTHFR DAMAGE.
TEMPORARY FALL GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE (Ib/acre)
Rye (grain) I20
SEEDING NOTES
MOUNTAINS - AUG. 15-DEG is
COASTAL PLAN and PIEDMONT -AUG. 15-DEC 3o
SOIL AMENDMENTS
FOLLOW SOIL TESTS OR APPLY z,ome LB/ACRE GROUND AGIUCULTUBAL
LIMESTONE AND i,000 LB/.ACRE 10-to-io PF.RTi1.IZLK
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH .ASPHALT, NIEI'I'ING,
ORA MULCH ANCHORING TOOL A DISK NAT T I I BLADES SET NEARLY SfRV GHT CAN BE
USED AS A MULCH ANCHORING TOOL
MAINTENANCE
Repair and refertilize damaged areas immediately. Topdress with 5o lb/acre
of nitrogen in March. If it is necessary to extend temporary cover beyond
June i5, mcrseed with zo Ib/-acre Kobe (Piedmont and Coastal Plain)
or Rotation (Mountains) era in late February or early March.
FALL -WINTER
PERMANENT GRASSING DETAIL
SEEDING MIXTURE
SPECIES RATE Ob/acre)
1'.AI.1 FFSCUF. (BLEND OF -; WO OR
'I' I I RFE IMPROVED VAR. ETIES) 200
R1T. (GRAIN) 25
SEEDING DATES
i.ANC ARN'-APR I I.
AL GL SI' - OECENI BER
SOIL AMENDMENTS
APPLY LIME AND FERTHIZFR ACCORDING TO SOILTESTS, OR APPLY 3.000-500o lb/acre
GROUND AGRICULTURAL LU H:STONE (CBE THE LOItTiR RATE ON S.A.NDY SOILS) AND
I, ono lb,/acre to-to-lo FERT11J7F.R.
MULCH
APPLY 4,000 lb/acre GRAIN S'rRAWT OR EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, ROVING, OR NETTING OR RA' CRIMP-
ING WITH A MULCH ANCHORING TOOL. A DISK WITH SHADES SET NEARLY S'CLMGHT CAN
BL USED AS A MULCH ANCFUJUNG TOOL.
MAINTENANTCE
FERTTLIZE ACCORDING TO SOIL TESTS OR APPLY 40 Re/acre NITROGEN IN JANTUARI
OR FEBRUARY, 40lb IN SEPTEMBER AND 40111 IN NOVEMBER, FROM .A 12-4-8,
16-4-8, OR SIMILAR TURF FERTILIZER. AVOID FERTILIZER APPLICATIONS DURING
WARM WEATHER, AS'FHIS INCREASES STAND LOSSES TO DISEASE. RESEED, FERTILIZE,
.AND MULCH D.AMACED AREAS IMMEDIATELY. MOW TO A HEIGHT OF 2.5-3.5INCI IFS
ASNEEDED.
A A
L24" RCP
a5' I.D. v
STEEL PIPE
PLAN
GALV. BAR GRATING - C x 1/8" BEARING BARS (MAX OPENING 4").
FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1/4"
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE. ATTACH GALVANIZED WIRE
CLOTH OVER SMALL DIAMETER
ORIFICE (8 MESH .020 WIRE)
1
TOP OF BANK
24'
� 6". 4-0" � 6'-
1
GRAVEL
SECTION A - A FILTER
DETENTION POND OUTLET STRUCTURE
NTS
TOP OF BANK
1o' EMBANKMENT
EL. 50.0
FLOOD POOL EL. 48.5
SHWT 49.0'
- - 1 s.ra.:� NORMAL POOL EL. 47.0 �
. R.-25'xzo'x12�
g�y.pp
j'2[rmw 9VIQ
--
1 CLASS "B" RIP RAP NON -WOVEN
•"
FOREBAY GEOTEXTILE
1
COMPACT
------ 3 BOTTOM EL.45.0 t MIN. TUCK FABRIC NIAP POOL
CLAY LINER
3 CLEAN OUT 44.0 (TYPJ 1
3 BOTTOM
GEOTECH
' POND SLOPE TO BE SEEDED IN ACCORDANCE. __ EL-lo.o --_
REQUIREMENTS)
TO SEEDING SPECIFICATIONS
CLEAV OUT 39.0
* io:1 VEGETATED SHELF TO BE PLANTED
WITH WETLAND SPECIES I.E. PICKEREL WEED,
DUCK POTATO, SWAMP ROSE, BLUE FLAG,
& CARDINAL FLOWER. (OR ENGINEER APPROVED ALTERNATIVE)
* A PUMP WILL BE PROVIDED TO DRAIN THE BASIN
FOR MAINTENANCE AND EMERGENCIES
DETENTION POND & FOREBAY SECTION
NTS
C(
1 �:
• •'
r�
2„ - 3„
COARSE AGGREGATE
GEO FABRIC LINER
NOTE:
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
ENTRANCE. WHICHEVER IS GREATER
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NITS
PLAN
CONC. COLLAR
BRICK MASONRY
3000 PSI CONC. ---- '
CASTING
NOTE: USE DEWEY BROS.
CH-BN 3A FOR CATCH
BASINS AND CH-BN-47
FOR YARD INLETS
?HALT PAVEMENT
ELEV. VARIES
-�_NOTE:
DROP INLET TO HAVE SAND
TRAP ILtAv'E OPENING AS SHOWN
SECTION
DROP INLET DETAIL
NTS
11-1 #5 OR # 57
WASHED STONE
NCDOT #5 OR 4
WASHEDSTON
CONSTRUCTION SPECIFICATIONS
i. 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 05 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 TFIE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER
HARDWARE
1
TOP OF SHELF 47.5 Z, 3 SHWT 49,0'
'OM OF SHELF 46.5 10
1 COMPACT
CLAY LINER
3 (SEE
GEOTECH
REQUIREMENTS)
,596 SCDr.NE\TTRAPPIELTER
a.5% zs% is% SA
Flow EA SA sn
POROUS HAFP1 PLAN
esi DMAIL)
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TEMPORARY SEDIMENT TRAP DETAIL
INSPECT INLETS AT LEAST WEEKLY AND AFTER
EACH SIGNIFICANT (# 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.
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.
1o.
NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL INC
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
CONTRACTOR
AREAS OR IN PRIVATE EASEMENTS, THE HALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR
CTO S
INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN io 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.
EXISTING SURVEYING PERFORMED BY JOHNNY J. WILLIAMS LAND SURVEYING AND SUPPLIED BY THE OWNER.
15.
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.
16.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE
DIRECTED BY OWNER.
17.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER AT FINAL GRADE.
I&
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CITY OF JACKSONVILLE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND
SHALL COMPLY WITH ALL REQUIREMENTS.
19.
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.
20.
ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT AND CITY OF JACKSONVILLE STANDARDS
INCLUDING WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS OR OTHER
TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT TO MAINTAIN SAFETY AND TWO WAY
TRAFFIC.
21.
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..
22.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS AND INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
ARDWARE CLOTH 23,
CONTRACTOR TO USE WHITE LANE MARKING PAINT FOR ON SITE PAVEMENT MARKINGS. PAINT SHALL BE A
PENINGS)
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING, NON BLEEDING. REFLECTIVE
MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR NIGHT REFLECTING. ALL PAVEMENT MARKING WITHIN THE
PUBLIC ROW TO BE THERMOPLASTIC WITH REFLECTIVE BEADING.
24.
DUCTILE IRON SHALL BE CLASS 50.
25.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28
DAYS - AIR ENTRAINED.
26.
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.
27.
ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF
OCCUPANCY.
STEEL POST
WIRE FABRIC
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AS DIRECTED BY ENGINEER
L FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH T2' STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-o" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
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 WITHIN 21 CALENDAR DAYS
OF CONSTRUCTION. THE REMAINING DISTURBED AREA OUTSIDE OF WETLANDS SHOULD BE FINE GRADED DISKED 4" TO
6" AND SEEDED IN ACCORDANCE TO SPECIFICATIONS WITHIN 15 CALENDAR DAYS.
1. GENERAL CLEARING AND GRADING OF THIS SITE WILL NOT BE DONE UNTIL THE RETENTION POND HAS BEEN DUG
AND IS FUNCTIONING AS A SEDIMENT BASIN.
2. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR EVERY RUN OF 3 FEET (I 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, CHECK DAMS, ETC. INSTALL ALL SECONDARY EROSION
CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. SILT FENCE, SILT TRAPS, AND INLET
PROTECTION TO BE CLEANED WHEN HALF FULL.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS DURING CONSTRUCTION.
REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM ENTERING STORM DRAIN PIPING.
7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS SOON AS POSSIBLE BUT NO
LATER THAN 15 CALENDAR DAYS AFTER DISTURBANCE. ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 21 DAYS.
9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
10. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS PLAN PROVE TO BE LESS
EFFECTIVE.
11. 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, BLOCK AND
GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION 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. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM
THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY
STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A SWALE.
5. 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.
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CLIENT INFORMATION:
BAILEY & FULLER
PROPERTIES, LLC
P.O. BOX 400
JACKSONVILLE, NC 28541
[phone] Office
[phone] Fax
DRAWN: CDC
SHEET SIZE: 24X36
CHECKED: CDC
DATE: 7-05-11
APPROVED: CDC
SCALE: NTS
PROJECT NUMBER: 3GO-012
DRAW'1NG NUMBER:
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CLIENT INFORMATION:
BAILEY & FULLER
PROPERTIES, LLC
P.O. BOX 400
JACKSONVILLE, NC 28541
[phone] Office
[phone] Fax
DR -AWN: CDC
SHEET SIZE: 24X36
CHECKED: CDC
DATE: 7-05-I1
APPROVED: CDC
SCALE: 1"=30.0
PROJECT NUMBER: 300-012
RAWING NUMBER
AIN
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