SW7071211_HISTORICAL FILE_20071228

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW 741)
DOC TYPE I ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE I VIAA?
YYYYMM DD

GENERAL NO TES
1. PROPERTY OWNER: R & E DEVELOPMENTS, LLC
821 OCEAN TRAIL, SUITE 4
COROLLA, NC. 27927
2. SITE ADDRESS: 3732 NORTH CROATAN HWY
KITTY HAWK, NC. 27949
3. RECORDED REFERENCE: D.B. 1581 PG. 83
P.C. F SL 276
4. ZONE: BC-1
5. PROPOSED USE BANK / OFFICES (PERMITTED BY RIGHT IN BC-1 ZONE.)
6. PARCEL AREA- 53,991.47 SF. (1.24 ACRES )
6. PARCEL AREA EXCLUDING ACCESS/UT91TY EASEMENT 51,260 SF. (1.18 ACRES )
7. LOT COVERAGE ALLOWED 60x
CLUDING ACCESS TIUTY EASEMENT (TD BE DEDICATED TO R/W�
ASPHALT & CURBING 2Z425 SF.
CONC. WALKS & DUMPSIER 502 SF.
BUILDING 6,893 SF.
CANOPIED DRIVE 1HRU 585 SF.
GAZEBO 134 SF.
DOLPHIN STATUE & FOUNTAIN 100 SF.
FIRE LINE VAULT 84 SF.
TOTAL 30,723 SF. (59.92V
& SETBACKS REQUIRED PROVIDED
FRONT: 15 FEET 15 FEET
SIDE (SOUTH): 10 FEET 98 FEET
SIDE (NORTH} 15 FEET 15 FEET
REAR: 50 FEET 174 FEET
9. PARKING REQUIREMENTS
REQUIRED:
BANK/OFFICES 1 SPACE/300 SF x 14,619 SF = 48.7 SPACES
EMPLOYEES: 1 SPACE/2 EMPLOYEES ON LARGEST SHIFT x 20 EMPLOYEES = 10 SPACES
TOTAL REQUIRED: 59 SPACES
TOTAL PROVIDED: 59 SPACES
3/4" HOLE
10. BOUNDARY AND ELEVATIONS SHOWN ON THIS PLAN ARE BASED ON A SURVEY BY 2 1/2 "
COASTAL ENGINEERING AND SURVEYING INC. ELEVATIONS BASED ON NAVD 88 DATUM. y� 3"
11. FLOOD ZONE AS SHOWN AS PER FIRM / 3720987500J DATED 9/20/2W6 ,ol \
12. PROJECT SCDPE THIS PLAN PROPOSES THE DEMOLITION OF THE EXISTING BUILDING "�
AND ALL SUPPORTING UTILITIES AND PARKING ON THE SUBJECT SITE, AND CONSTRUCTION
OF A 14.619 SF BANK / OFFICE BUILDING IWTH ASSOCIATED PARKING AND UTILITY d•
IMPROVEMENTS ON PARCEL.
13. DISTURBED AREA = 50,891 SF (1.19 AC.)
14. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERNSE NOTED.
15. ALL EXISTING SITE IMPROVEMENTS (SEE SHEET 3) WITHIN THE LIMITS OF DISTURBANCE,
ARE TO BE REMOVED. COORDINATE UTILITY REMOVAL WITH ASSOCIATED UTILITY COMPANY.
16. HEIGHT TO TOP OF STRUCTURE NOT TO EXCEED 35 FT FROM ORIGINAL GRADE. -
AVERAGE ORIGINAL GRADE AT BUILDING (INTERPOLATED) 13.0 FT MSL
PROPOSED FIRST FLOOR ELEVATION = 13.5 FT MSL
17. NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES/DEVIATIONS FROM THIS
DESIGN OCCUR, INCLUDING THE LOCATION/SIZE OF BUILDING, UTILITIES, ETC. FAILURE TO DO SO
WILL VOID LANDMARK ENGINEERING & ENVIRONMENTAL, P.C.,s LIABILITY.
18. THERE ARE NO WETLANDS ON THE SUBJECT PROPERTY.
CAP SIGN: R7-8 OR R7-8A
GREEN - BORDER AND LEGEND
vID WHITE - BACKGROUND
PARKMG
� BLUE - IN ACCORDANCE W/
mc -I ADA STANDARDS
MAIEMUN SIGN: R7-8D
PENALTY GREEN - BORDER AND LEGEND
1 zso 1 WHITE - BACKGROUND
o I I I "VAN ACCESSIBLE" SIGN
®I I ( FOR COLUMN OR WALL MOUNT
o USE ELEVATIONS SHOWN AND
DELETE MOUNTING POLE
HANDI-CAP SIGN DETAIL
POLE/COLUMN MOUNT
20"
Ito
14" 114'
NTS
s STRAIGHT ARROW RIGHT OR LEFT TURN ARROW
-ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR.
PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
ENCROACH INTO HTERSEcnON AREAS.
-ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT MARKING
SYMBOLS SHALL NOT BE PLACED ACROSS TRANSVERSE EXPANSION
JOINTS, UNLESS APPROVED BY THE ENGINEER.
-ALL SYMBOLS SHALL CONFORM TO THE FHWA "STANDARD ALPHABETS
FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS' REFER TO SHEET 4
THRU 7). SYMBOL DIMENSIONS MAY VARY ALONG MANUFACTURERS,
THEREFORE SLIGHT VARIANCES ARE ACCEPTABLE, HOWEVER, ALL
SYMBOLS ARE REQUIRED TO BE APPROVED BY THE DEPARTMENT.
ASPHALT SECTION
N.T.S.
S 24.42'01 " E
3/4" HOLE
REINFORCE WITH
/3 REBAR
PROPOSED
Concrete: 3500 P.S.I. at 28 days CATCH BASIN
Weight: 38lbs per linear foot ( )
5/8 x 12" pins to fasten to pavement
WHEEL STOP BLOCK
NIP
KITTY HAWK PIZZA
DINITRI05 VLAH05 $ 1
NERANTZIA "W5 +
P.G. "G A, 5L. 23D
ZONED BC-1 E
8 3 A FFERYARD /
OF RUSSIAN OLIVES
OR APPROVED EQUAL
200.03'(T)
APPROXIMATE FLOOD ZONE BOUNDARY
FXISTRMS IATGY
-------.. IX6W------
GRAPHIC SCALE
2D O 10 40
1001
no
IN. FEW )
I inch = 20 ft,
MATCH EXISTING PAVEMENT
\D
/
fi na s*U
m
L
R
'. '•',\ \
X
PLAN
HOOD ELEVATION
' •';\ \ `\
OE
iRAME, CRATE AND Haab ASSEMBLY
-
-IDL
\\ NR B
N `r SECTION A -A
SECTION Y-Y'
-
WHEEL ,TOP / \ 0tp `�'� �0...
TYP
\�3
ovvoo®
S i
C�i C�➢
�a i
�
�
f�i 6. �
�Win- 1-�
HEIGHT OF BOXES VARY
SEE DRAWING SHEET C2
t',
ILl
I�
' `SEE CURE 1LU DEr/i
\
RUCK CATCH
HD GUTIER ON LIGHT GRADES CURB SECTION P-P
BASIN
\ a
_.
N24'42. 0 W y - 43.'7`�
x \
N�sm exam
,ETA
36-
\
92'
_
�1L•
S 24 :39'43" E
i r - ,-I\
-A
WAIF( 1�/ / ,� /COV ED,' WQL1(rW �`' X� V
BUILDING /,/�
- SIGN
15' MINIMUM SETBACK LINE ;
2N
DOLPHIN PROPOSED RETAINING WALL TOP ELEV. = 12.0'
STATUE o
-100.46" -- - -- 99.56
------- ----- ---
�- PROPOSED
OOSED FLOOD ZONE X S29'26'44"E
'6iE-'--------.-..-..-. S. .-..-..-..PROPOSED FIRE
a°Pe cTDR FLOOD ZONE AE (EL. 9)
CHECK( VALVE & VAULT J
HYDRANT ASSEMBLY
J
aw ..._ .. _
3 E.YL�iTflW517?Gi ..
m
- - - -
U.S. 158
. 150' R/W
1
1
S
SECTION L-L
r
u
s J/r
P P
N � N�
SECTION M-M
r Rw. v K
SECTION N-N
SECTION R-R
J� - I: Y 1�1 I
YT h ,
P
:?
O , p 00
?� J00
Q=N �N
C.
:,♦ pad O
O
'CNN
Z
O
a
FE
U
VI
W
1]
W IQ
61 Z
PROPOSED STORM CATCH BASIN F-1 n W~y W
id 50• a ' { 4 �% j Q W
a M
?' E t{ ~ L 1 i PROPOSED FIRE HYDRANT
-2'Ws- PROPOSED WATER SERVICE VL
I ,i
PROPOSED CONCRETE CURB & GUTTER Y W
3 W �4 2
EXISTING WATER MAIN =
F-
�L I ' PROPOSED LANDSCAPING TREE L �, Y �! z
FROM TOWN APPROVED LIST,�?;
Il I PROPOSED LANDSCAPING SHRUB A ,j
\ \ EX FIRE HGYD. I FROM TOWN APPROVED LIST J o
{ I \ I \ # PROPOSED SITE LIGHTING ON 15' POLE ^ o�
Zf
�k 'Project#
1 ` FF r- Po7o11
IX BW L' . _ IX 6W - Designed By:
VEW
Drawn By:
VEW DSN
Checked By:
VEW
Issued Date:
10/18/07
BEFORE YOU D/G II
CALL TOLL FREE
1-800-63274949
)RTH CAROL/NA
ONE CALL.
MF^JF3 AL
11;.�ION
L,IL a Jry Jr .tiI„ILITY
Date
- --- 20-
31artn permit N �^ '
C 2 7 Zu;i;
SHEET NO.
C1

/ A \/" lgoge
19 CyV1GE HARDWARE CLOTH
T�
1 4 MESH OPENNC
m
2e O GRADE -
INLET (RATE
1. UIFaH&Y GRADE A SHALLOW DEPRESSION APPROACHING IRE INLET
2. DRIVE 5 FOOT STEEL POST 2 FEET INTO THE (ROUND MOUNDING
THE INLET. SPACE POST EVENLY AROUND THE PERIMETER OF THE NUT.
A MA)INUM OF 4 FEET APART.
3. S IMND THE POSTS NTH WIRE MESH HARDWARE CLOTH. SECURE
THE ME MESH TO ➢E STEEL POSITS AT THE TOP. MIDDLE WW BOTTOM.
KAM A 2 FODT FLAP OF THE 01 E MESH UNDER THE GRAVE]. FOR
IS RECOMMENDED.
4. PLACE CLEAN GRAVEL T a UR A 2:1 SLOPE WITH
(ONI) b STONE)
A IEIIXT OF 16' MdRtll 7FE �A7TO SMOOTH m AN EVER GR/WE MI!E.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STAEMIZIA MIOVE
ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
& COMPACT THE NEA PROPERLY AND STABI RED IT NLRB (ROUND COVER
19 GAUGE HARDWARE (LOTH
(1/4 MESH GPEI") NCDOT /5 OR /57
e MAX z WASHED r STONE
/
- FINISHED GRADE
r— TOP OF ASPHALT
ra, r • a•
�a , - a a•
IJ 4 ":0Y VeL
\ \x/7Q2.
\ \ } a44
UMBS OF
SEDIMENT REMOVAL BENCHMARK
(BENCHMARK SET AT 8' ABOVE BASIN.BOT OM
XIS
SCIL BORING B-1
83
G T 0 ,
X746 S IL B LING B-2
011FRFLOw
Fi7ER, aiv, /Q5'',
s f
i
SOIL EROSION & SEDDLMATION CONTROL PLAN NOTES:
1. SOIL EROSION do SEDIMENT CONTROL PLAN NOTES:
'
a.) AREA TO BE DISTURBED IS (+/- 52,328 SOFT) +/- 1.20 AC..
b.) ALL DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED WITHIN THIRTY
`
..x�• xBm
DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACTIVITIES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30)THEN TEMP-
ORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED FOR
PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT
WHICH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. & TEMP. SEEDING
VEOETA ITW FS
SPECS THIS SHEET).
- 55' LONG - BTy q" f025'
c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF
- A X
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.
R
SEE SILT FENCE DETAIL THIS SHEET.
.-.�
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED,
ADS YARO.AH£7
MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT CONTROLS
.--------GWA7E-atVABLW 105�_�
ARE ESTABLISHED.
e.) CONSTRUCTION SCHEDULE:
15 LF. OF 18'
1 OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
NAPE PFE (ADS N-12)
23 FLAG AND/OR ROUGH STAKE WORK LIMITS.
} -A?`
3) HOLD PRECONSTRUCTK)N 0ONFERENCE (OWNER, CONTRACTOR, ENGINEER,
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START
OF CONSTRUCTION ACTIVITIES.
4) GRAVE 11.6
INSTALL SILT FENCING O LOCATIONS SHOWN ON PLAN - � ...pq-� gyN g`1-1
5) COMPLETE CLEARING AND GRUBBING PROCEDURES. -
=
6) GRADE SITE ACCORDING TO PLAN / INSTALL STORM WATER BASINS TO GRADE _
7) ALL EROSION k SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY /
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE
IMMEDIATELY.
PERMANENT VEGETATION TEMPORARY VEGETATION
X _ee
SEEDING DATES: APRIL 1- SEPT 30 SEEDING DATES: OCT. 1 - MARCH 31 x4
SEED MIXTURE APPLICATION RATES/ACRE SEED MDITURE APPLICATION RATES/ACRE 1
BAHIA 50 LBS. RYE GRAIN 175 LBS. !
L
COMMON BERMUDA 50 LBS. FFwnl new I '�
(UNHULLED) I
x
GERMAN MILLETT 15 LBS. 10-f0-10 O 1000 LB/ACRE j -)x
e
FESCUE 20 LBS. 2lUL(:k1 '
FERTIl IZER
APPLY 4,000 LB/ACRE STRAYI. ANCHOR STRAW BY TACKNG WITH ASPTULT,X>/Z74
26-13-13 O 500 LB/ACRE RECITING, OR A MULCH ANCHORING TOOL A DISK WITFI BLA ET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL /
iIULQtl
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. /
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY j
STRAIGHT CAN LE USED AS A MULCH ANCHORING TOOL.
GENERAL:
- FERMM RATES SDwN ARE GENERAL REOomMENIATKN% FREQUENCY AND AMOUNT OF FDmLVATION ow BEST BE DETENINED THROUGH SITE SPECIFIC SOIL T!SING. f i.
- MAINTENANCE I I r I
SATISFACTORY STABLUA71 N AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES N VEGETATIVE COVER CAN EXPAND RAPIDLY AND. r
F LEFT UNATTENDED, CAN ALLOW SERIOUS SOL LOSS FROM AN ORfRIRSE STABLE SURFACE. A SINGLE HEAVY RAN IS OFTEN SUFFICIENT TO GREATLY ENLARGE BALE t
SP015, AND THE LONGER REPAIRS ARE DELAYED. THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP MI ENT LOSS AND REPAIR COST DOWN. NEW <
SEEDLINGS SHOULD BE INSPECTED FREQUIEIIRY AND MMNTENN PENFORMED AS NEEDED. F RILLS AND GUM DEVELOP, THEY MUST BE FILED N. RE -SEEDED t
AND MULCHED AS SOON AS POSSIBLE DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD. xl/q
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE.(mFiftoomPLEsm"m
WEAK OR DAMAGED SPO75 MUST BE RELIED, FERRIED, MULCHED, AND RESEEDED AS PROMPTLY AS POSSIBLE RE]E.RILWANON MAY BE NEEDED TO MAINTAIN
PRODUCTIVE STANDS.-.--'
SEEDING SPECIFICATIONS I X
II
EX15TI W5 I ..
BUILDINC I /'
.
g0,
4 CA
I
J�O x1o°4 1024
X ,B
. <r
4-5
x- ., :. - .. - • B42 ' - : CA7pi BASNJ �'
GRAVEL CONSTRUCTION ENTRANCE f EXIT DETAIL = FLOOD ZONE BOUNDARY", 1os
N.T.S g7..-....-..-
I'm
TBT
SYNTHETIC FILTER FABRIC(TYP)
B$ _ x%;q
----- IXBYI_-----
6' -. . '.
A .. LNG a.14
L
J
IJ
LI
i,
__......_.__ ..__ ..._.iCH
( 4" WIDE x 8" DEEP )
SILT FENCE DETAIL
N.T.S
'AR ".
__
f4 m -.- j --t-.-1°.-.�._�"_-r r�._-...�.....-.-.�.�-
W -
_ - _�- -
_ __
-----I---,-T--"—?r r 7 "'_r---- /4
I� -C s �O Il
I_ - - - -
_
i
i
AO
oz
DA27Af
'
1
i I lv_-
g
e2vr scav
Q00
gg
3 3 M*
$$ gg
±
R R 3 .8 6.00
3 F
o
e# u S 3
DR �
d
MIAm
14
12
�_..._�..-__..--
a 00 ago
CROSS SECTION "B—B"
HORIZONTAL- 1"=15'
VERTICAL: 1 "=2'
DATUJf ELI
5.00 c o N
O O O
CROSS SECTION "C—C"
HORIZONTAL: 1"=8'
VERTICAL: 1 "=2'
INFILTRATION BASIN
DATUJf ELI
5.00 c o N
O O O
CROSS SECTION "C—C"
HORIZONTAL: 1"=8'
VERTICAL: 1 "=2'
INFILTRATION BASIN
SIDEWALL SIDE SLOPE
INFILTRATION BASIN
O 4H:1V
FLOOR
,NCE VARIES - SEE PLAN
DISTANCE VARIES
SEE PLAN
5® INFILTRATION BASN
.... AS PER THE GENERAL
,... .:.. >„ SEEDING SPECIFICATION
INFILTRATION BASIN
SIDEWALL SIDE SLOPE
O 4H:1V
NCE VARIES - SEE PI
ELEVATIONS VARY (SEE
PLANS FOR CONTOUR
ELEVATION INFORMATION)
SCEs '5y0�3 q .�. bXgdR� - I D , ID i ;' /z BASIN BOTTOM m MAINTAIN 2e.
/ i I « ' I I OF SEPARATION m THE SEASON
L �� i / �� I F , I I HIGH( WATER TABLE ELEVATION.
F Ey. A
� r / i' f i/ ,' ✓'� I 1 i ^^ ' ' F J j TYPICAL INFILTRATION BAM&ISWALE SECTION
j % / iBI IP NAP/AP ' 40
J0.4B x/R7712
lEeo'
-. flLC
---.
�� - FLOOD ZONE X
I
FLOOD ZONE ( -AE EL: 9)- _
X GRATE = 10.5
g�i---.. L �� (4
LIMITS OF DISTUR
REPLACE EX157M aXWERT M1111 15' -
F.&CCM..P, (NTH FARED END SECROVS, /NIfRTS = 6.94'
GRAPHIC SCALE
2D D 20 - 40
( IN FEEL' )
1 inch = 20 &
U.S..15 -
. 150' R/W
• : (,IIIAlf"IN�9CNi-Ij11T"P eRA
i. II - J N.T.S.
BAN
►�+ {, I r H
I „
n` P.
11 II'�II/
VE/ I
x
I
CE I \ II
Id7
- - - - - - - - - - - - - - - - -
--TOTAL IMPERVIOUS COVERAGE - 30,723 SF.
- NCDE&NR, DOJO DESIGN STORM IS 1" STORM
- STORAGE- VOLUME REQUIRED TO RETAIN I" STORM 1" x 1'/12" x *30,723 S.F. =. 2,560.3 CO. FT. - -
DIRECT STORAGE PROVIDED 8,111.4 CU. FT. = 3.17"' OF RAIN OVER 100% OF IMPERVIOUS SURFACES
- TOWN OF KITTY HAWK DESIGN STORM IS TEN YEAR TWO HOUR STORM (4.3 INCHES OF RAINFALL) - -
_ - STORAGE VOLUME REQUIRED TO RETAIN TEN YEAR TWO HOUR STORM 4.3' x V/12' x 30;723 S.F. = 11.069 CU. FT. -
TOTAL.STORAGE PROVIDED =" 11,728.8 CU- FT:, WHICH -EXCEEDS 4,3" OF RAIN OVER 100% OF IMPERVIOUS' SURFACES
BEFORE YOU DIG l
CALL TOLL FREE
„ 1-800-63274949
NORTH CAROLINA-
ONE CALL
LEGEND:
PROPOSED ASPHALT SURFACE
PROPOSED CONCRETE SURFACE
EXISTING ASPHALT SURFACE
PROPOSED CONCRETE FLUME
WITH RIP RAP APRON
15' HDPe
PROPOSED STORM PIPE
® PROPOSED STORM CATCH BASIN
q EXISTING GRADE CONTOURS
—10— PROPOSED FINISHED GRADE CONTOUR
10.3 PROPOSED FINISHED SPOT GRADE
p—� PROPOSED SILT FENCE
------- PROPOSED DRAINAGE DIRECTIONAL
FLOW ARROW
�,. `��P............... ��°�.,
DO
Q N _jN U
N
U IO - -
=1J to
N
Ex
-
LAA
_mM
-I-1rolaln
W IO
61 Z
u
W
U
M v
Q a W
a Z �
o
wQ W
w z w�
A 0
z` Q~'� Z W w
U EZw
w
C x z x"
Lo
A 0 r 1% W CQ
A � w~ C1 U F�4 Ct N
<rA
� GQ 0 W �
F�
W CE
Z x �Q W zx
w = x 00
A _
!�I
z
Ali MEN4 Y A W
[ S a
1.4
di U o
R,
Project I ---
P07011
Designed By:
VEW
Drown By:
VEW SN
Checked By:
VEW
Issued Date.
09/28/07
SHEET NO.
C 2
,OF 3 SHEETS,
--TOTAL IMPERVIOUS COVERAGE - 30,723 SF.
- NCDE&NR, DOJO DESIGN STORM IS 1" STORM
- STORAGE- VOLUME REQUIRED TO RETAIN I" STORM 1" x 1'/12" x *30,723 S.F. =. 2,560.3 CO. FT. - -
DIRECT STORAGE PROVIDED 8,111.4 CU. FT. = 3.17"' OF RAIN OVER 100% OF IMPERVIOUS SURFACES
- TOWN OF KITTY HAWK DESIGN STORM IS TEN YEAR TWO HOUR STORM (4.3 INCHES OF RAINFALL) - -
_ - STORAGE VOLUME REQUIRED TO RETAIN TEN YEAR TWO HOUR STORM 4.3' x V/12' x 30;723 S.F. = 11.069 CU. FT. -
TOTAL.STORAGE PROVIDED =" 11,728.8 CU- FT:, WHICH -EXCEEDS 4,3" OF RAIN OVER 100% OF IMPERVIOUS' SURFACES
BEFORE YOU DIG l
CALL TOLL FREE
„ 1-800-63274949
NORTH CAROLINA-
ONE CALL
LEGEND:
PROPOSED ASPHALT SURFACE
PROPOSED CONCRETE SURFACE
EXISTING ASPHALT SURFACE
PROPOSED CONCRETE FLUME
WITH RIP RAP APRON
15' HDPe
PROPOSED STORM PIPE
® PROPOSED STORM CATCH BASIN
q EXISTING GRADE CONTOURS
—10— PROPOSED FINISHED GRADE CONTOUR
10.3 PROPOSED FINISHED SPOT GRADE
p—� PROPOSED SILT FENCE
------- PROPOSED DRAINAGE DIRECTIONAL
FLOW ARROW
�,. `��P............... ��°�.,
DO
Q N _jN U
N
U IO - -
=1J to
N
Ex
-
LAA
_mM
-I-1rolaln
W IO
61 Z
u
W
U
M v
Q a W
a Z �
o
wQ W
w z w�
A 0
z` Q~'� Z W w
U EZw
w
C x z x"
Lo
A 0 r 1% W CQ
A � w~ C1 U F�4 Ct N
<rA
� GQ 0 W �
F�
W CE
Z x �Q W zx
w = x 00
A _
!�I
z
Ali MEN4 Y A W
[ S a
1.4
di U o
R,
Project I ---
P07011
Designed By:
VEW
Drown By:
VEW SN
Checked By:
VEW
Issued Date.
09/28/07
SHEET NO.
C 2
,OF 3 SHEETS,
------- PROPOSED DRAINAGE DIRECTIONAL
FLOW ARROW
�,. `��P............... ��°�.,
DO
Q N _jN U
N
U IO - -
=1J to
N
Ex
-
LAA
_mM
-I-1rolaln
W IO
61 Z
u
W
U
M v
Q a W
a Z �
o
wQ W
w z w�
A 0
z` Q~'� Z W w
U EZw
w
C x z x"
Lo
A 0 r 1% W CQ
A � w~ C1 U F�4 Ct N
<rA
� GQ 0 W �
F�
W CE
Z x �Q W zx
w = x 00
A _
!�I
z
Ali MEN4 Y A W
[ S a
1.4
di U o
R,
Project I ---
P07011
Designed By:
VEW
Drown By:
VEW SN
Checked By:
VEW
Issued Date.
09/28/07
SHEET NO.
C 2
,OF 3 SHEETS,
_mM
-I-1rolaln
W IO
61 Z
u
W
U
M v
Q a W
a Z �
o
wQ W
w z w�
A 0
z` Q~'� Z W w
U EZw
w
C x z x"
Lo
A 0 r 1% W CQ
A � w~ C1 U F�4 Ct N
<rA
� GQ 0 W �
F�
W CE
Z x �Q W zx
w = x 00
A _
!�I
z
Ali MEN4 Y A W
[ S a
1.4
di U o
R,
Project I ---
P07011
Designed By:
VEW
Drown By:
VEW SN
Checked By:
VEW
Issued Date.
09/28/07
SHEET NO.
C 2
,OF 3 SHEETS,

Hffi DATA RIM ON THESE PLANS IS N LEYED
TO DE APCISM%L CC /T�HpE ACCCU MpCNY IS NOT
AID S OF T1E EbSII1G UNJRES7"W S�
PRIOR TV CONSIRECTIM F A DISCREPANCY
6 MID. MONK SMALL CEASE AND THE ENSWI'flT
NOIFIED. RaIUT ANY comim ff UPON EmmaiRs
NOTICE TO PROCEED.
BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
)RTH C-----A
ONE CALL
GRAPHIC SCALE
20 0 20 a
IN FEET )
1 inch = 20 ft
NN
\L244. \ /
* '...
a'
- -
��
-__ %
XL200 I:
j(ieb 'A
r 4e6 y / �0�. MIN
xue6 \ \X50
x N / / x� \\ 4'42'Q1 W ' ' 43 7 \
Xzo minas \ au/b' \ -
/ \ ♦ �. S 24039'43" E
Qtil
L�
rnF 4.
\ u/6 e
_._.._._. T
x/2�C „ _ o?' •.\
F
\ N
X 'i` ¢vT ', Vm
e.n tit /.'f //Jj x
/zba
aa
/ - X em \ :.
Fr�(,TME oVFF7.
� I
-
y xea t �-1�X raj )��
lzvs
% p
Y - iF r ' X •� r \-_ fT `'.,,J i - - _ _ _ ...... _ .... _ . \ -. -I NM
\ �` I /✓/F
�� ` X , /{13� HARVE? K. h�55, h
xu X ;F I ` xs :X { , F r`/ r f: X/3� \\ „' " . \ I lf KATHLEEN M. HE55
' :� p p
l�/F I f� / I \ \ \ as \ 5L. 162
KlT7Y HAWK PIZZA I( ,/ i I"yy' \ w `- Y;. ` I ZONED BG-1
DIMITRI05 \/LANO5 d I \ / j
NERANTZIA VLAH05 { I t /',, \ \ \ \
PG. "G", 5L. 23D `- L 1; e, \ / j n/Yima L
fin\, �
ZONED �i-1 1607 .1 R1A 1. I xam ,sM - X \ A- i i i sTOR/6t�-
F , ' I
X \ ,
Ixx
/ l I
)iesv, , '`. FXl57T PAk/MI—
i \!\ t�`\�T/"pt F,00 ,'\ !tiXgaB \ 1 �' p .. t j I I I— J
r x. 'te n �' M X �� X14�
x
I } y
>:
X II q I
Y it I I
:.." \�1 \ / ?„-_ ' r=, (IDffi�YIDl }•'t I `J I I
LJ
t
-q°:� Xa+b Haas r xun eJ>,
Y { t 1
I I X
I I EXISTING r.'Ft I I' I i
` BVILDINI� ' k/ j;; ' g I EXISTING BUILDING
P(roJt I 1 ti xns, I 1
uf7� -X6.41 XBB2
\ x---- i
It
I JLJ
,°
— — — — — — — — — -- —jk vT I xhm \', ,F;toil -..__..
— — — — — — — — — — w
b.wb
L4
--- - ---- - --- ---- ------------I in
aea _
X a.2v �! � o ,\�/'`ti i �,h,� .- x�-� Xb� j(as3 ,F- Xnm E
i6•
r
200.03'(-M .% -FLOOD ZONE x S29'26'44"E
7.>z ._.._.._.._.._.._.
air^ ' A FLOOD ZONE AE'JEL:'-9)
APPROXIMATE FLOOD ZONE BOUNDARY) I, fX �X
bzi 021
•\ ; AW �q 4R
6Jyl
i�--' -X- — 6.9f t oasAH517/TGM — 'X40T
K—..--.—..—.-..—..—..—.. X——..—..— )C avi�"
�.
X<hq 6-V
------- --- ---- IX6"---------
eJT—..—..XAeo
7
m
U.S. 158
150' R/W -
Ab
IXb7r�---L
YEX. FIRE HM
\I
I {
WIN= M"
N.T.S.
I
I\\
IX6W— — — — — — — \——— — — — — ——
z
Fy
z
,N
s
w
N
0
z
m_-
E"4
Project #
P07011
Designed By:
VEW
Drawn By:
VEW/DSN
Checked By:
VEW
Issued Date:
09/28/07
SHEET N0C3
OF 3 SHEETS
z
0
a
VT
W
0
W
C