SW7091202_APPROVED PLANS_20120308

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
, 71 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE��%7�
YYYYMMDD

I VICII = MAP (Kitty Hawk) I
1 "=1500'
LEGEND
EXISTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
0
EX. IRON ROD
EX. PK NAIL
r0� EX. UTILITY POLE
EX. FIRE HYDRANT
(%'".j
EX. WATER VALVE
a
EX. TEL PEDESTAL
EX. TREE LINE
PROPOSED CURB AND GUTTER
PROPOSED 6" CURB (NO GUTTER)
s--s—s— PROPOSED SPILL CURB AND GUTTER
Q PROPOSED D.I.
_ _ = PROPOSED STORM PIPE
PROPOSED RIP —RAP
-'-` PROPOSED LIGHTING
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR 1S RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
IDRAWING FILE: P09038—bass
PLOT SCALE: 1'= 20'
NOTES:
1. PROPERTY OWNER/APPLICANT: WINK DAVIS CO., LLC
PO BOX 46
KITTY HAWK, NC 27949
LESSEE: OBX BANK
2. PROPERTY IDENTIFICATION: 9876-1036—(3489 & 2442)
4629 N. CROATAN HIGHWAY
3. RECORDED REFERENCE: D.B. 1789, PG. 375
4. ZONE: GENERAL BEACH COMMERCIAL (BC-1)
5. PROPOSED USE: BANK / OFFICES
6. PARCEL AREA: 59,872 sq.ft. — 1.37 acres
7. LOT COVERAGE:
PROPOSED — 32,427 sq.ft. (54.16%)
BUILDING — 6,257 sq.ft.
ASPHALT/CONCRETE — 26.170 sq.ft.
TOTAL ALLOWED: 35,923 sq.ft. (607)
8. SETBACKS: REQUIRED IRED PROVIDED
FRONT (WEST): 15' 48.72'
SIDE (NORTH): 15' 78.00'
SIDE (SOUTH): 10' 55.99'
REAR (EAST): 20' 151.36'
9. PARKING REQUIREMENTS:
REQUIRED: 1 space/300 sq.ft. x 8.400 sq.ft. = 28 spaces
ace/2 employees x 20 employees = 10 spaces
TOTAL = 38 spaces
PROVIDED: 38 spaces
ADA SPACES REQUIRED: 2 spaces
ADA SPACES PROVIDED: 2 spaces
10. BOUNDARY SURVEY DATA SHOWN HEREON TAKEN FROM SURVEY ENTITLED
"SURVEY FOR WINK DAVIS COMPANY" AS PREPARED BY KIRK R. FOREMAN, F
DATED FEBRUARY 4, 2008.
11. TOPOGRAPHIC DATA SHOWN HEREON TAKEN FROM SURVEY BY QUIBLE &
ASSOCIATES, P.C. DATED NOV. 2009.
12. FLOOD ZONES: SHADED "X" PANEL :3720987600J DATED 09/20/06.
(SUBJECT TO CHANGE BY F.E.M.A.)
13. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED.
14. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
15. PROJECT SCOP„.:THIS PLAN PROPOSES THE CONSTRUCTION OF A 8.400 sq.fl
BANK WITH ASOCIATED PARKING, DRAINAGE, WATER AND SEPTIC IMPROVEME
16. BUILDING CONrTRUCTION SHALL COMPLY WITH ALL ASPECTS OF THE NORTH
CAROLINA BUOING AND FIRE CODE.
17. STORMWATER MANAGEMENT:
RUNOFF FROM ALL PROPOSED IMPROVEMENTS WILL BE COLLECTED IN A
STORM SEWER SYSTEM AND CONVEYED TO A PROPOSED BASIN LOCATED AT
THE REAR OF THE PROPERTY.
18. THIS PLAN SHEET TO BE UTILIZED FOR THE INSTALLATION OF SITE LAYOUT
IMPROVEMENTS ONLY. FOR GRADING & DRAINAGE, INSTALLATION OF SEDIMEN
CONTROL MEASURES, WASTEWATER SYSTEM, BUILDING DESIGN, ETC, SEE
APPROPRIATE SEPARATE PLANS.
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-49"
'ORTH CAROUNA
ONE CALL
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 fir
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COMMISSION NO.
P09038
DESIGNED BY
DAD
DRAWN BY
JMH
CHECKED BY
DAD
ISSUE DATE
11/10/09
SHEET NO.
OF 9 SHEETS

VICINITY MAP (Kitty Hawk)
1-=1500'
LEGEND
EXISTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
7.
PROPOSED CONCRETE PAVEMENT
OO
EX. IRON ROD
EX. PK NAIL
CDJ EX. UTILITY POLE
EL FIRE HYDRANT
arm
R`.G1
EX. WATER VALVE
ILi
EX. M_ PEDESTAL
EX. TREE LINE
+`OPd
EXISTING SPOT GRADE
- -/o- - EXISTING CONTOUR
PROPOSED CURB AND GUTTER
PROPOSED 6- CURB (NO GUTRR)
�Trr PROPOSED SPILL CURB AND GUTTER
Q PROPOSED D.I.
® PROPOSED STORM PIPE
PROPOSED RIP -RAP
-9.0- PROPOSED CONTOUR
9 0 PROPOSED SPOT GRADE
(TOP OF ASPHALT /LIP OF GUTTER)
(UNLESS OTHERWISE NOTED)
w PROPOSED TOP OF SIDEWALK ELEV.
/ DRAINAGE FLOW DIRECTION
B
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
IDRAWING FILE: P09038-bass
PLOT SCALE: 1'= 20-
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
ORTH CAROLINA
ONE CALL
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
---'W ?.a -�- EJC 16'PYA7HZMR/ _ _ _ _ _ _ _ _ _ _ _ _ 1 . . . . .
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.MATCH EX. GRADE - ". _. ¢ �
COyNd•TRACTOR TO GRADE •FLO P.2. ' x g CONTRACTOR TO (TRADE SHALLOW . II.'AZ'
uWER THANK ADJAOSjS CENT EXISTING SWAIE.BElW�LJ SIDEWALJC.gryp
ED OE OF PAVEMENT. SWALE TO 1
° GE OF PAVEMENT..BE %�.
. • . . . . . . . . . . SLOPES. DEEP W/3i t (MAX SIDE ' '
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COMMISSION NO.
P09038
DESIGNED BY
DAD
DRAWN BY
JMH
CHECKED BY
DAD
ISSUE DATE
11 10/09
SHEET N0.
OF 9 SHEETS

I VICINITY MAP May Hawk) I
1'=1500'
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SOIL EROSION & SEDIMENTATION CONTROL PLAN NOTES: _ _ _ ; _ - - - i� ED A�n�E DRAm�E�; _ 1r 'g i� .... .
1. SOIL EROSION &SEDIMENT CONTROL PLAN NOTES; 4 - BC LF DF LINE; 0 S O.C. - - r -_ �d K4
,� /
c.) AREA TO BE DISTURBED: t65,402 sq.ft. - t1.50 cc.
b.) PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21 p/ ® Ncss
,
1 •I
,
CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND A PERMANENT / � � , ., ' ,. �' ` _ v -- ^. / I I � BENG
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR ° .� j ! I'mHMARK
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLE166.
TION OF CONSTRUCTION OR DEVELOPMENT ', `� / �» , , . . . . . , ,,'i I
c.) IF LAND DISTURBING ACTIVITIES OCCUR OUTSIDE THE PERMANENT VEGETATION SEEDING DATES i \ t'T / 1 ¢ i 1 I NAyp w
(APR. 1- SEP.30) THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE
FOLLOWED FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT - r I - - t•
WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO PERMANENT
VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING SPECIFICATIONS ON fib' . . • • • -,\
I
THIS SHEET). i
d.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL BE
INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT PROPERTY.
SEE SILT FENCE DETAIL ON THIS SHEET. .VWVDAV75 CO. LLC
e.) SOIL EROSXON AND SEDIMENTATION CONTROLS TO BE INSPECTED; MAINTAINED AND REPAIRED °B 17°4
AS NECESSARY UNTIL PERMANENT CONTROLS ARE ESTABLISHED.
f.) CONSTRUCTION SCHEDULE:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, / I i ,
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START OF - - - BANK -/3 - Y ' I ' • ' • • • • •
CONSTRUCTION ACTIVITIES. 1st,STORY - l2- - - - ,a I
4) INSTALL SILT FENCING ®LOCATIONS SHOWN ON PLAN ( / 5,280 3q.1 dI !. sLrFENce �.
5) COMPLETE CLEARING AND GRUBBING PROCEDURES. `, 4' \ I 2Dd STORY �\ ' . , �' ' ta7 LF /
6) GRADE SITE ACCORDING TO PLAN i ti / FFEz= 17S' I \ `�i` - - '�' `"`. '` ) �b
7) INSTALL CONTRIBUTING STORM SEWER. cANDPY ovER /
8 ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY OFF -SITE GRADING SHOWN DRIVE-TNRU LANES
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. PARCELS OYMED PLACE3WNOER t \ \ y I s -
9) ONCE SITE IS FULLY STABILIZED; CLEAN STORM SEWER UPSTREAM OF INFILTRATION lj%I ,� » I !• ;
BASIN, REMOVE SILT FROM BASIN, ESTABLISH FINAL GRADE IN BASIN AND SEED I ��� I ~ //
ACCORDING TO PERMANENT SEEDING SPECIFICATIONS. _ I h
LEGEND
r.•. '.�
EXISTING ASPHALT PAVEMENT
L::_.:J
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
0
E)L IRON ROD
A
EX. PK NAIL
<n> EX. UTILITY POLE
r EX. FIRE HYDRANT
SrY
r:<j EX. WATER VALVE
EX. TEL PEDESTAL
EX. TREE LINE
�mI IiiIPlewsl `ki(ITA
8'5c.21 FIT < t I r171 [hC
PROPOSED 6' CURB (NO GUTTER)
-Ir-Ir-v- PROPOSED SPILL CURB AND GUTTER
Q PROPOSED D.I.
PROPOSED STORM PIPE
PROPOSED RIP -RAP
-9.0- PROPOSED CONTOUR
�LD� PROPOSED LIMITS OF DISTURBANCE
-X- PROPOSED SILT FENCE
0 PROPOSED INLET PROTECDON
B
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
(DRAWING FILE: ss P09038-ba
PLOT SCALE: 1'= 20'
BEFORE YOU DIG I
CALL TOLL FREE
1-B00-632-4949
'ORTH CAROL/NA
ONE CALL
GRAPHIC SCALE 20
( IN FEEL' )
1 inch = 20 ft.
5 14°1500n E - - - - - - - _— - - - - - _ _ _ " _ •=a.'_�._. _ - - - - -'� L - - - tIL� �.,� -.- ;� .-W'156M7-- - ---_ _- ¢8 I
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COMMISSION NO.
P09038
DESIGNED BY
DAD
DRAWN BY
JMH
CHECKED BY
DAD
ISSUE DATE
11 10/09
SHEET NO.

3/16" DIA.
WALL TIE,
0 16" CTS.
BRICK LAID WTI
1/2" +/ 1/8'
MORTAR JOINTS
"A" BARS
0 12' CTS'�' 1
"A" BI
0 12"
VARIES
FRAME AND GRATES
O 6" CTS
"B' BARS
0 12" CTS
'b" BARS _
0 12" CTS
a
4. Y
4
'D- BARS
0 12" CTS
VARIES
FOR CONCRETE
FRAME AND GRATER / ANCHOR
c 'F' BARS L
0 6' CTS
B" BARS a '
O 12" CTS
l a
V BARS
0 12" CTS
VARIES
BRICK COPING
PLAN
WITH COPING REMOVED
24'
.,'IC(N WTE BASE :. •^ ;' m
tl SECTION X—X
SECTION X-X
3/16" C
WALL T
0 16" C
BRICK LAID
1/2" +/- 1/
MORTAR JOB
6'-1- MIN.
VARIES
"D" BA!
O 12'
TRAFFIC BEARING DROP INLET
- USE IN ALL ROADS, PARKING LOTS & TRAVEL WAYS
- REFERENCE NCDOT SPECIFICATION DRAWING 840.35
- ALL REINFORCING MEMBERS TO BE #5 REBAR
- GRATE TO HAVE MAXIMUM 1/2" GRATE OPENING
- REOUIRZZD WITHIN ALL VEHICULAR TRAVELWAYS AND PARKING
24' SQUARE GRATE
FRAME & CRATE:
EAST JORDAN
IRON WORKS
5250 CATCH BASIN BRICK COPING
INLET GRATE & FRAME
24'
` :� 'NCRETE BASE
SECTION Y—Y
24" SQUARE GRATE
FRAME & GRATE:
AN
RKKS
4"x9kR
16" IRON W
SOLID BLOCK 5250 CATCH BASIN
(TYPICAL) INLET GRATE & FRAME BRICK COPING
II
24"
CONCRETE BASE ...:.'
SECTION Y-Y
STORM INLET DETAIL
HEIGHT OF BOXES VARY
NC DOT 840.15
GRAVEL OR COMPACTED
SAND BACKFILL -�
)T
ROL STONE
do = PIPE DIA
Lo = APRON LEN
W = APRON WID'.
NOTES:
SEE GRADING PLANS FOR DIMENSIONS
- A filter blanket or filter fabric should be
installed between the rip rap and soil foundation.
RIP —RAP OUTLET DETAIL
x7s..
BASIN
BOTTOM ELEVATION
SEDIMENT SHALL BE REMOVED
WHEN THE DEPTH REACHES:
1
9.5
10.5'
0
CL
CLASS A NCDOT
EROSION CONTROL STONE
et
ALIGN FRAME WITH INSIDE WALL SECTION
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT
SECTION B-B
PLAN
FRAME, GRATE, AND HOOD ASSEMBLY I
SECTION A -A
FRAME PLAN
11 16" 11 lie � g-0 7/lr
3_ /144 _ 3
II m
M
B' 6' 3,
3=0'
3 1 /Y 3 1/2'
SECTION K-K
HOOD ELEVATION
CAP TRENCH WITH 6" TOPSOIL tNi7
PLASTIC GRADUATED GRADE STICK ATTACHED TO
OR STANDARD PAVEMENT SECTION
PRESSURE TREATED POST PATH STAINLESS STEEL
a,
THREADED FASTENERS - ELEVATIONS SHOWN ON
GRADE STICK SHALL BE BASED ON TRUE
a
ELEVATIONS FROM MEAN SEA LEVEL LABEL
ELEVATIONS AT 1' INCREMENTS
a
N12 (DOUBLE WALL) HDPe CPP PIPE
_
(CORRUGATED PERFORATED PIPE)
PIPE TO BE LINEDJ
6' MIN J
*PIPE TO BE INSTALLED AS PER
FILTER FABRIC SLEEVE
MANUFACTURES RECOMMENDATIONS
TO PREVENT INFILTRATION OF
SEDIMENTS INTO PIPE
HDPe CPP
PIPE INSTALLATION DETAIL
NTS
3 I
{K
o I
TOP OF
!3K
BERM
O 14.0'
7
W
M
CONCRETE
BASE
t s" "I NO CH ABASIE PLACE N
DEPTH BENCHMARK
INFILTRATION BASIN
R THE GENERAL
VG SPECIFICATION
VERTICAL' 1"e10'
SWALE TO BE SEEDED
N.T.S.
t
TYPICAL ROADSIDE SWALE
N.T.S.
M
N
1
2 1/8"
SECTION L-L
SECTION P-P
3' RAD. t/2'
1 /Y kR
SECTION R-R
CURB & GUTTER FRAME GRATE & HOOD
RREWRED WHEREVER SM RM INLET IS PLA® IN CURB & GUTTER
PER NCDOT STD. e10.078
N.T.S.
1 5/e"
1 1/2- H
1 1/2- I�-� �1 51W
O 0
0 0
1 15/32" 0 0
2'-31/4' L_ 0 0 J
O O
0 0
O O
H
1 15/32" V-4 1 /2-
1'-7 5 8"
PLAN OF GRATING
CAST IRON
--�}� 1 3/8"
++ I
M
SECTION N-N
V-6"
F�
3'-6-
1/8' PLAN OF FRAME
3'-3 3/4 I CAST IRON
E
IMF
V-7 5 8 V-7 5 8 rA
4
T 2 1/8 3 1 3/4" 2 1/8
I 3'-6"
1/e" --I
t" DEPRESSION 1/6'
SECTION-GG
SECTION-EE 1� � (..�. 1"
2 3 3/4' I 1/8•
2'-3 1 /4"A 3/4" 3/4'
Ip 4. 2. 2,-2"
-11--��
2. I
1 3/16' 2' J 2 1/8' 2'-1 3/4 2 1/8"
SECTION-HH-HH I 2'_6•
SECTION-FF
STANDARD DROP INLET FRAME & GRATE
N.T.S.
f INFILTRATION AREA
SID I 5111' S RE
i`
INFIL1RAt-tQ�N1��,��
R FINE RMCAT N
Rrm„ FMC SPEGIt
FlCATON
INFILTRATION AREA
FLOOR
AREA
SLOPE
600"w4w (SEE
PLANS FOR CONTQW
ELEVAVOR INFORMATION)
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COMMISSION NO.
P09038
DESIGNED BY
DAD
DRAWN BY
JMH
CHECKED BY
DAD
ISSUE DATE
11 10 09
SHEET NO.
7
IDRAWING FILE: P0B038-detalle
PLOT SCALE: N.T.S.

f.V�ITI IrTI/� rll TC� rA�o�n/T/o\
SILT FENCE DETAIL
N.T.S
. ,
._ill a
SEEDING DATES: APRIL 1- SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
BAHIA 50 LBS.
COMMON BERMUDA 50 LBS.
(UNHULLED)
GERMAN MILLE17 15 LBS.
FESCUE 20 LBS.
26-13-13 0 500 LB/ACRE
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
SEDIMENT POOL
NCDOT STANDARD #57
WASHED STONE —
d - .fir
1' MIN
2' MAX
.411-. 1_ 1
III n 1' 111= 1In1In11
CH
( 4" WIDE x 8" DEEP )
SEEDING DATES: OCT. 1 - MARCH 31
SEED MIXTURE APPLICATION RATES/ACRE
RYE GRAIN 175 LBS.
FFRD Z
10-10-10 0 1000 LB/ACRE
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
GENERAL:
- FERTILIZER RATES SHOWN ARE GENERAL RECOMMENDATIONS; FREQUENCY AND AMOUNT OF FERTILIZATION CAN BEST BE DETERMINED THROUGH SITE SPECIFIC SOIL TESTING.
- MAINTENANCE:
SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND,
IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE A SINGLE HEAVY RAIN IS OFTEN SUFFlCIENT TO GREATLY ENLARGE BARE
SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND REPAIR COST DOWN. NEW
SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN, RE -SEEDED,
AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (UNTIL FINAL COMPLETION IS AWARDED)
WEAK OR DAMAGED SPOTS MUST BE RELIMED, FERTIUZED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE. REFERTILIZATION MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.
DRAWING FILE: P09038—details
PLOT SCALE: N.T.S.
WIRE SCREEN
— 8"X8"X16" CMU
— DEWATERING
e ♦ a.
STORM DRAINAGE
STRUCTURE W/GRATE
INLET PROTECTIONS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, (LATEST EDITION) SECTION 6.52.
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INLET.CURB INLETS
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INLET PROTECTION
N.T.S
•.,,7tD STpN f
N.T.S
ME
COMMISSION NO.
P09038
DESIGNED BY
DAD
DRANK BY
JMH
CHECKED BY
DAD
ISSUE DATE
11 10 09
SHEET NO.
9
OF 9 SHEETS