SW7040910_APPROVED PLANS_20041007

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�O�,�%�(
DOC TYPE
❑CURRENT PERMIT
CWAPPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

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SECTION 200-B
Mix OF TWO AND THREE STORY S! FAMILY F
PAGET ROAD
if 30 BOARDWALK SETBACK
ST. DAVID STREET
GRAPHIC SCALE
TO D too 200 400 600
( IN FEET
1 inch = 200 fL
MLAELS 1 AND 2 HAVE A SINGLE CAR GARAI
MODEL 3 RAS A TWO CAR GARAGE ALL MODELS WITH OPTIONAL THIRD FLOOR LOFT
� j 1
. I
� 1
EMERGENCY VEHICLE
MINIMUM BUILDING SETBACKS P.U.D.
FRONT
REAR
SIDE SiNGLF LEVEL
10
SIDE COji3 -E LEVEL
12
SIDE TRIPLE LEVEL
15
MINIMUM SETBACK ALONG RIGHT OF WAY OR
ABUTTING RESIDENTIAL ZONE OR USE = 30'
SECTION 4W
72 ADD UVM UffM
ONE STORY FRAME BUILDING ON CONCRETE SLAB
MUM
SECTION MO
O FEBI)EN 1 WL LRM
TWO STORY TOWNHOMES ON PILINGS
WITH PARKING BELOW
TWO PARKING SPACES UNDER EACH UNIT
v / r
30' FRONT SETBACK•/.- r
` `
o. --n E'J H
w II����
f � 300
Lot
' �►i
.. ,.
ACCESS ONLY f BAILEYS BAYROA v*�46,
=; '
/ ALONG SOUTH R -r OF
'rr OCEAN BAY B04LtfAR:1
DEVONSHIRE ROAD
-- •
Ole
110 \ `
r 1 ` '• } C 206
POND 3
POND 3-
rl =/
f _ �
OPOND 1 ` 2V
lT
OCEAN BAY BOULEVARD{ v
1c, YF ram'
' `SEC11ON 200-A
y 72 FiESE ENTIAL U
EAST HARRINGTON STREET MIX OF TWO STORY TOWNHC
NARRINGTON STREET THREE STORY CONDOMINIUM
PILINGS WITH PARKING I
WEST HARRING TON STREET TWh PARKING SPACES UNDER T01
22 PARKJNG SPACES UNDER EACH 12 U
CAMBRIDGE ROAD
30' REAR SETBACK
SE 1 ON Ir.ILI
132 FiESDENTIAL UNM
THREE STORY CONDOMINIUMS ON PILINGS
MATH PARKING BELOW
22 PARKING SPACES UNDER EACH 12 UNIT CONDOMINIUM
5' BOARDWALK SETBACK
r• �i
ST. GEORGE
ROAD
.4
.
i`
401 (
513
AMILTON
STREET
Ey •� -✓
r w \'..
., 1 V.
.
c`
WAR
EMERGENCY VEHICLE ACCESS 01.' - L
SEC71011
NUM4ER
OF UftTS
NUU9FR OF
BEFw'7COMS
RESIDENTIAL SPACES
REQLWtEO
REC. AREA
OGCUPAr.CY
REQ AREA
REQUIRED PAWCNG
TOTAL SPACES
RiQU1RFD
SPACES UNDER
BUtLDINcS
SPACES OUTSIDE
BUY.DU4GS
TOTAL SPACES
PROVIGEO
100
132
330
330
120 PERSONS
40
370
242
128
370
200-A
72
180
160
60 PERSONS
29
200
136
63
201
200-8
57
150
150
N/A
N/A
152
71 (o"" O
w
130
300
100
250
250
So PERSONS
27
277
20D
95
295
400
72
72
50i`1
N/A
N/A
SO
N/A
:r3
53
500
94
176
157E
N/A
N/A
157�
36t'"""�
125
161
600
1
N/A
314
%/A
N/A
3
N/A
4
4
TGT RE
1
TOTAL'SPACESPR
1
WEEN AFEA• PER 15A NCAC err �0404(�
WASTEWATER SYSTEM DESIGN F_ON . 5w.%O GPO
REQUIRED GREEN SPACE + 2,500 Sa FT PER 1,0D0 GPO
TOTAL GREEN SPACE REQUIIRED - 28.70 AC
TOTAL SITE AREA TO SHOFaaINE - 3,66,3m sa FT. (79.58 AC.)
TOTAL WETLAND AREA ON STE - 9S .96E SJ_ FT. (21.90 AC.)
TOTAL UPLANDS ON STE - 2.512,7-1 SZ FT. (57.58 AC.)
TOTAL STE COVERAGE - W9.147 6-- P. (20.87 AC.)
AVAILABLE GREEN SPACE ON Sr _ = 36 61 AC,
GAFIItI pA(I CrifFVI'ED rROY roTAL [.'lt;i ter !-F Li� ST COVENI.&M
BUIlLOIIG N0.
STORES
U TS
TOTAL UNITS
BEDROOM SUMMARY
TOTAL NO.
BEDROOMS
301
2
TOWL,-.--LAES
8
4-3 Kf;Pr' AA UN;'-S AND 4-2 8E--P:-om UN:"5
20
3C2
2
TC''W- wzS
4-3 BL-'R:-F4 UN:75 A.] 4-2 c t41 L, `S
20
3U3
2
?Crt^-.r-.wc5
b
3-3 of_rl�µ t;N;-5 Ar.J 3-2 oc_r,=,AA U'.+-S
#5
304
2
TOWL.F 'AES
$
4-3 B_!n:7CJ{A UNIcS A-JO 4-2 BE--R._--M UN; _S
20
3C5
2
T' 'k.- _y: S
$
4-3 EL_`L 4A LIN "S At:U 4-2 E ='-+A Uti 'S
20
3L6
2
'_* r. u 5
8
4-3 L- .-- al N S A :7 4-2 5 _M A'S
20
3C'
Tt war. �A=�
1
5-3 Br --.4 M U.S• TS A,4O -2 F- = i+A vNI (5
2
3<�
2
TCVrtir.aALS
a
4-3 BEDp COGM UN'.TS AND 4-2 B' pX4A JNlrS
20
3 9
2
TiM'.•-.Ar S
6
3-3 r-__ - w ,;N'-5 ANO 3-2 E �, M N.'.5
t5
=w r'. -5 A.D 5-2 E t+A .:-S
25
311
2
7C*hr -AALS
6
3-3 6, .K_tu UN "S A',D 3-2 6__r :CAA JN,rS
15
3"2
2
7-w �r-5
6
3-3 6=-�xw +- AhU 3 2 C: � =- U-. 5
15
8
4 3 3c n-.�uiA uh -S AhD 4-2 0= S
T^T
t
TOTMo
BLJ�p9MG M0.
STORES
UIiTS
TOTAL UiTS
BEDROOM SUMMARY
TOTAL NQ
BEDROOMS
SC•!
4
A:;E R=-.'>_'CT'_
ti
2-1 Z__R_� UN--S AND 28-2 B,_: CC. w L:N,7-
56
,.:
4
A-=t �t_ = _ =_
_
4-1 c - :-w UP, _5 ALNC 28-2 ti-_==•_L 'N;'S
60
Su3
4
A
4-1 Bi„RC-:,M UN..S At.D 28-2 8z__-__u ,;N 5
t
SUBfoT
O4
SUSTO7
175
TOWN OF KILL DEVIL HILLS
PUBLIC WORKS COMPLEX
!`. PRELIMINARY SITE PLAN
,w
AMPTON STREET
10' SIDE SETBACK
s:F)2020:
DW¢WA�
'SECrION WO
WASTEWATM TFEATLEW FACIM
500,000 GPD REUSE FACILITY
UPS
SECTION 500
94 AGE FESTRIC I ED HOIWJG UNITS
FOUR STORY CONDOMINIUM BUILDINGS
MIX OF ONE AND TWO BEDROOM UNITS
SITE PARKLNG AND 6 - 6 CAR GARAGES
I! SONG NQ
STORIES
UrTS
TOTAL UNTTS
BEDROOM S UYARY
TOTAL MO.
BEDROOMS
3
FlA
12
6-3 BFr4-_^U L;N--S AF:D 6 -2 E_��?::-:dA Lf,i�
30
'
3
F-A
12
6 3 c-. - ...aA .,N: "S A.'.G 6 2 S - w r
3._3
FLA75
12
6-3 B- _- _ m iL. 5 A.Q 6 t
3
FLA^S
12
6-3 6'.:F n,At U". 'S A,-:O 5 -1 e- i :. ;
3G
�5
3
FL;-S
12
6-3 ET "=.=:-u U �S A'.D 6 -2 E- - : _u i h[ T
3u
�3E
3
FLATS
12
6-3 :j _- 4+ .lti-5 A-,] 5-2 e-_- ..AA :.N
3C
.CB
FLA r5
12
6-3 ,. -n..-Q UN. "S A-'.L) 6 -2 n: _­M L,N:'S
30
:9
3
r^LA •
t 2
6- 3 - - +i -5 A, .X 6 2 5- - _-A �• .
3u
D
i�AS
12
6-3 E Ed ,r. A-.G 6-2 = - `w L:'. 5
30
&BTGTN.
1 132
-
FLATS-BUtL tNG TYPE 1 - THREE LIVING LEVELS ON PIL1f4GS 22 PARI(k%G SPACES UNDER EACH 12 UNIT MALpNG
TOWNHOµES &A- MC TYPE I - TWO UVWG LE)CLS ON PtUNCS WrTH 2 ENO -END PAW04C SPACES UNDER EACH UNIT
BLLDNO SUL&L4117Y
SEC'TKM
200-A
M
SMRCS
UNITS
TOTAL UNTS
BEDROOM SUMMARY
TOTAZka
BEDROOMS
1
3
6-3 _-,:AA UN-S'AND -2 B -_ u :'S
30
-'
2
T=.*'_ArFS
$
4-3 E- - _w - %. = 4-2 = - r -
.
2
� A'r .a= S
1
5 3= - y A'. 5 -2 - r -
.:4
12
6 -3 . al ; A-.- 6 2 z L -
-
s
u 5
S 2- - -w -
25
E- aJ 5
of.-- -irs
8
4-5 u .?N. _S A-;v 4-2 6_-
V570TTA i; al �j 72
P�LA�4.i SUMUA
son
• 1
�+17�..R� 2W-8
NQ
STORIES
UNITS
BLBG. MODEL
BEDROOM SUMMARY
TOTAL NQ
BROOMS
1
2
S'•%� r-Aw•LY
3
3 3F - v W-1: ^w-_ U=; =_�
3
5',- - FA�f
2
3 ar u k=n - titL
3
2
S.,� E FAWLY
2
3 E< M .W -rr ! C=..t A :E
3
4
2
cj'-CLL FAwLY
1
2 e__ - -u M n C*.F U-� G14A.E
2
S -. For-.r
1
3 c- - - w k -I- C - --_E
3
6
2
S,,• E FA�._Y
1
2 FJE _ L 0 n C L C, t. = t
2
7
2
S'�E FAM._Y
1
2 6--F . -u * '�A ; w7 C- R A",E
2
$
2
S'•E F:•,:,Y
1
2 E- _ -J Ar-'ti r+r=- C=R i. ==-_-E
2
S
2
Sm - •.- F"- L f
1
2 L'- •J k _
�E F:J::.Y
2
3 S- w Ar = _.R C-
3
2
Sti...-F F:u:=Y
1
2 m -A k'4 -t F
2
2
S:, =F FAkw 'Y
3
3 = - u _y T. - - E
3
2
S' -mac F-M,_ (
2
t - r -m -'1 - - -,a c
3
!4
2
SI.,_f FAw; Y
-
3 B- w iv --I -.%- - -_._F
3
1.7
2
S'---� E Fa,i�r
1
2 -y *1 S E 1-i G•--- �E
2
52
S' - Fl--Y
3
3 - - •I * y Td,- -- -F
3
t 72
sl ­E FAU.-Y
3
3 w A' + 7A t
3
1$
5,-. LE FkU:LY
1
7E v *: --I vF,F CAR t
2
,g
- - TA. Y
3 v u aM -Ar= - _-- t
3
2
- _ =
3
-
2
- A4.-Y
2
22
2
Sshv E FA L.._ Y
3
3 3= w 'if-H T•x= C -R' - =A F
3
23
2
S' - FA-_y
1
2 - _ _v X? -=.f L-R - -,_E
1s2
S. _E -�u._Y
2
3 w A;_ ..E �_ =-_E
3
25
2
SN AE F--y,_Y
2
3 F, _ V At _k -:E L-A -. E
3
-
•...._E FAw;_Y
3
3 o- - w 'A<'I, _wc -�-E
3
2,
2
FAU.-Y
3
Z 0z -*_ --3 C­ -
3
-
2
1' AE F:M _Y
1
1 - _w Al - E C_R _-
2y
2
S. ti FA tier-(
3 3- lij 1Y:r. C-,E GA3 Gar--t
3G
2
=, __L F..:�Y
2
3 B u 0 -.E U=.3 C r-_-
3
32
2
S-•_. E Fz-A._T
1
2 c= _=-.--rA A<--+ _Y.E C-•'i L arc
2
' c
-: F4v _Y
2
3 F__r• - 1A 0-- -f.E L.=R G�A-•
3
_4
2
- fLM._r
1
2 - ,r * --.4 Ga ,E
2
i�.
1
s: Y_L r -u.'Y
3
3 -_ 4 +r ti r1r, -R 3-` 1
3
36
2
Si-_._- F=.!.._f
1
2 3_ •J +r r= C-c G-r=..E
2
37
2
SAr,:,_E FsuLY
2
3 9= - 4 ry _.E CAR C=P--E
3
38
2
S_ E F, LA _Y
2
3& - w'v - _ - -- ti
3
39
2
F F'WLY
2
3� w iv _ _- i
3
43
2
Sti-E FAw:LY
2
3 = +" r- = CM - -
3
41
5ti_..t rnw'LY
1
2 e-- . w k E•. C'.� -mot _n�:,E
2
42
2
1Sti,F rru=r
3
3 e•_- r Or r -+'_ C,. G a3
3
43
2
S.,-- E =u­Y
3
3 0 - u 0-- -wL a
3
4-4S.1--f
F=M-•LY
1
B-: - .w AE:r+ C+',
2
4-
S.N.--L F-id'Y
1
2 Fv _- 'o k _r -.t
2
46
2
- F4u_Y
2
3-_ A W - G -E
3
- F?u_Y
2
3 = r a: - c G_­ L3
4-8
2
SN—E FtbA,
1
2 a -A Jr l- 0.E - k G�­ %,r_
2
ag
2
;ti zE FAr.. r
3 4J A, -- i.:,r G .
tl
2
u F -k Y
2
=
2
AE FAr,_+
3
3 - - M +r- -rr' "-R - -
3
`2
2
S. .E Ftiw;=Y
1
2 F---. -4A N- G-,- CA G= A=
2
=
1 . _-m_E F=m:_Y
3
3 - 4a t - rxD -R .E
3
55
2
S.N: -E FA..i_Y
11
2 6 41 W.:n &�7_ --;R G -A :E
2
55
2
�' tE F Ari_Y
2
3 ?•- _�A w CAtE C-R 3 -.1 ,E
3
51
2
S . -1 FA•E
2 at__r• if 0n LINE r ,F. - -�1
2
TOTAL N Af QR 9E L*% 75 57
SLA-0-AL 150
ALL UMTS OFFERED 1MTH AN OPTIONAL TFrrRD STORY LOFT
a �
rn
r ry
0
L
o a C
c z
v o
c Q ,O
6 Y r,
0 0, Z ra,0
r7 ry
� Y �
O .ft
CuZm=nv
to n a cr
O'17p�ryt
Qri p
n
�
o
u
3 p
En a
-
ro
_
=
� e
_o
Q r_
• _ _ -
o
=
6
O G
C laJ
C
0
Q`
' zw o
M
I ? z 1`
)
k
0ujaZ3
aZmo +
Q5
O
VZN
L
a
o
z
0
a
Q
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cr
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�
W
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a
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U
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r
f
v
err'
JA Tf-
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08/11/04
1 '= 200'
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SHEET:
4 26
CAD FILE
332501S4
(PROJECT NO
3825

mp Z �-kv /7ovo wo
SITE CONTRACTOR TO STUB OUT 2' i \varies
DOMES iC AND 6" FIRE PROTECTION LINE S','E C�'tTRaCT.U'R TO STJ9 OJT E" 5_ ._ - �T1GI, L GAF., ►'E;ER LJCAT,ihi -,��
TO WITHIN 10' FROM BUiLiLING SERVICE LIME TO VV, THIN 10' FF, B�JIL_
� � 5 � 12 I 9 � 1.
BUILDING CONTRACTOR TO INSTALL METERS BUILDING CONTRACTOR TO MAKE FINAL SITE CONTRACTOR TO STUB OUT 2' / �� �YTYPICAL ELECTRICAL SERVICE LINE I 1' MOUND
ERVICE PR,_ - DED/ NATURAL GRADE
AND SERVICE LINE TO UNITS AND CONNECT SERVICE TIE -iN TO SWEWER S. DOMESTIC AND 6" FIRE PROTECTION LINE _�� \ 5
TO EXISTING LINES PROVIDED BY S-TE CONTRACTOR TO WITHIN 10' FROM BJILDING______________________
�aaaa■ ■uu*� c:TF Cri'JT1�ACr:�R TO STUB OUT 6" SEWFR
----------------------------------------------- ---- -
•+ Y BUILDING CONTRACTOR TO INSTALL METERS 3 3
■ SERVICE LINE TO 1MTHIN lU' FROM BUILDING
.' ■ ■ AND SERVICE LINE TO UNITS AND CONNECT 1 varies 1
• ■ ■ BUILDING CONTRACTOR TO MAKE FINAL
6" FIRE PROTECTION LINE 6- TEE WITH 6' •• ■ ■ TO EXISTING LINES PROVIDED BY SITE CONTRACTOR
GATE VALVE IN BOX J'CE Tr I E-'N TO sWEWER SERVICE PROVIDED.
•• SE'
SEE MECHANICAL PLANS FOR ♦ �' ' _ w
BACKFLGW PREVT ENON SEE UTILITY PLAN FOR � �+
TAP LOCATI •; i r�/ NN
D;-?lVE PAVING
METER BANK �\ •i, •,� �NN� - 2" 1-2 BITUM'NOUS CONCRETE SURFACE COURSE Z
1 METER PER UNIT \�• NN5 INlcf /� Nei' 6" AGGREGA,E BASE COURSE (NCDOT 910-5) TYPICAL INFILTRATION BASIN ACTION
NOT TO SCALE
2' DOMESTIC SERVICE LINE aaaallrtisYaraaatll•+� I NNSX �NS ~N \\\ / }
1 LINE PER UNIT ; ti■A� ; N5X JF`� / o
• ■ _
■ ■ 1 � , s _ _ � BACK OF CURB 8 voriea
■ Gµ- �.F- / NATURAL GRADE 1'
t ■ o� � > \� FRONT CF CORS \
EDGE OF ASPHALT PAVING \
■ s `---------4--------
------------------- --
■ I I ?
125 I a AN
~ MIN.
T OOGV` `o
i -GRAVITY SEWER LINE
(MANHOLE , INNS
•
! ■ 2' DOMESTIC SERVICE LINE
i I i 1 LINE PER UNIT
z r
METER BANK #' k
�6" SEWER SERVICE r
� r � ■ 1 METER PER UNIT -�--
■ LINE (TYP) � •I►
OFG� 6" SEWER SERVICE LINE (TYP)
�2 FApKING OVERHANG
: L; 6" F,RE PROTECTION LINE � \ /\ � \ -00
i SEE MECHANICAL PLANS FOR • `o• '_
:I
I
BACKFLUW PREVENTION • ` 1 \• iGRAVI'Y SE+4ER LINE
■ • ��� Ts�s M Nr-CLE
29
• r
rp - _ DRIVE PAVING
1-2 BITUMINOUS CONCRETE SURFACE COURSE
k 6" A-REGATE BASE COURSE (NCDOF 910-5)
I L •• �� / , K ;i
�^ PARKING PAVING
2- 1-2rBITIUM:140US CONCRETE SURFACE CGuRSE
6' A,GREGA'E BASE COURSE (NCDOT 910-5) :• �' TYPICI�L 1Z UNIT FLAT Tf-4R^E STORY BUILDING TYPE II
10' TEAR ■ \�_ / i1
• N T T + SLALE
PARKING F'.A J,NG • � /
I A ,PHALT SL:RFACE (2" 1- : A
I� 40 ■ �
■ � ; � II/ C .ER 6 COMPACTED A.R 6' TEE WITH 6' i
■ !! I GATE VALVE IN BOX i • i 3d (MIN.)
,: , . I A o
■ 'may I SEE UTLITy PI AN FOR � r•
DR'. PAv`NG I s d TAP LOCATION :• +•• �~
2" 1-2 BITUMINOUS CONCRETE SURFACE COURSE ` F FA>•rlc L"wG v tiL BE : r.•rr �� _ T
6" AGGREGATE BASE COURSE (NCDOT 910-5) � ! • �-2' PARKING GrERHA vG F" �° A w'w"Ai' S' OF ""° •'
PIPE OUTLET TO WELL
■ SiIHALL ES'END aT Li. T' fi' 9E •+ AP r•
■ ( THE EDGE OF HE RP RAP •
I BACK OF CURB I •r DEFtN£D CHANNEL
F ,,t ra j # F??_)NT OF CUKB �� 3 1 rr
! ■ PLAN V EW
l l 1 aI 1••' MOTES 1. APRM LN" 11ATEMAL IS RW*AP
E_lGE OF ASPHALT PAVING \ 6 ` •rr 7 Ln 15 THE LENGTH 13F THE FWIAP A-RON �I
q ! FILTER CLOTH Llf NG r• 3. a + t.g 7■ES TFE YAIv/.lY SiVE �7AA�IEiE Fes- L a I
I4I ■ • rMO • BU-1 T LESS THAN a 90DES
i ■ C .�S a coryw>r ��,k TR=A_ 0•I I I
it ■ S'E 2 5-]�aE �:hs w GLPTK 0 S G J'
■ MIA«G ON �_:pE aAWS AS
FIE JuIRm _ v 8A91 9DTT01
TYPICAL TOWN4a42ME TWO STORY BUILDING TYPE I d A
E" S'A'�;DARD "ERSENCY OVERFLOW ZE OTi TION S - IN A -A
NOT TO SG.aL: T
` N i'.T SCALE (SEE PLAN SHEET FOR LuLAIIuN5) Fir" CLGTw ICE,' IN Ir-a'. REVAW124om M EN!W& PUrNERY
BASIN OUTLET PROTECTION
I Nam. -0 A-E
Y i i
it rJ.
m
}., Wf IW
m cr
5. 00' S.GO' 25.00' 7.0' 3 G 6.0_ r 2 G0' rt�
WATER ME `EG
[ - 12.50' 1 2.50' ' 2.5 CROSS SLOPE ' 2 00' - 2.5' I 6 4 P NC_RE E 9BEWALK
T H" F'
+ 2.5 CURB AND GUTTER ~h I / �
SEWER CLEAN OUT r 1 /4' .T_ I
STUB FOR FUTURE
CONNECTION (3')\
l
f3' M+N.
I
IRRIGATION MAIN
iE REUSE MASTEMA rER
PURPLE PIPE
T
[ FI
GUTTER SECTION nl
Y'
Y1 USE DUMP GUTTER SECTION nl
m
1 !
20.00'
2' CT !sB AND GUTTER _
1/4"/FT
I
PAVEMENT 2- HB (BASE COURSE) AND
SEWER SERVICE I 2' 1-2 BITUMINOUS CONCRETE SURFACE COURSE
k( 8' AGGREGATE BASE COURSE (NCDOT 910-5)
. 1
W
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- VA t :ES --
1
vanes (10' typ.)
! I I SANITARY SEWER MANHOLE
3' MIN.
1 I t
+ /
/ WATER SFR'.'II'.E u'vE
WATER MAIN
PHONE AND CAN CONDUIT
ELECTRICAL CONDUIT
STORMWATER DROP INLET
I
lit
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I
610H�LAL fll0'I7�
1. DESI;;N DECKING LOAD' 50 PSF
2. ALL PILES SHALL BE A MINIMUM OF 6'x6 MARINE GRADE PILES
3 ALL LUMBER USED %►+ALL BE TREATED SOUTkERN PIN£ GRADE NO. 2
MINIMUM
TYP SAL ROADWAY CR eG ;TION
4 ALL BOLTS AND NAILS SHALL BE 40 GALVANIZED
5 USE OGEE WASHERS ON BOLT HEAD VA TH 4.4-1 /8" CUT OR OGEE
NUT TO SCALE
WASHER ON NUT ENv-
6- TOE NAIL INTERIOR STRINGERS TO PILE CAPS WITH 2-30D RING SHANK
NAILS-
-
7 ANY SUBST'TUnON IN MATERIAL OR DENATION FROM DESIGN MUST
REQUIRE ENQN€ER APPRCVAL_
ROADWAY SECT-h SHOWN APPLIES TO ALL IMPROVEMENTS NATHIN OCEAN BAY BOULEVARD,
MAIN SPINE ROAD - I TRAFFIC CIRCLE, TRAFFIC CIRCLE AND ACCESS ROAD TO WASTEWATER TREATMENT
PLANT- ALL OTI- B'I!LD:NG ACCESS DRIVES AND PARTING AREAS SHALL BE CONSTRUCTED W1rH
S1. ' "YARD 6' A B.C. AND 2 1-2 ASPHALT PAVING SECTION.
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o USE COLLECTION GUTTER SECTION Lo
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i ;F pdMp GUTTER SECTION m.
WI J
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-- 5 00'
I '
�
6-, 4000 PSI CONCRETE SIDEWALK
20-00'
_ 2' CURB AND GUTTER _
1/8-/FT [R:ISS SLOPE
1 /4-,'FT
I��
1 PAVEMENT 2- YB (BASE COURSE) AND
OCrLAN BAY 50uLtvARD R ADWAY CRO 6 U :TION 2" 1-2 BITUMINOUS CONCRETE SURFACE COURSE
Nor TO Si -ALE 8' AGGREGATE BASE COURSE (NCDOT 910-5)
0
NAIL CAP TO P`i`--,
W 1SUD GALV NA'
NAIL INTO TOP R-
EVFRY 2 FTf-P"_-IL
P:to HO,-FS -
PREVENT SP�"N J
2"r6" RAILINGS TO
t"><4" POST
BE vj, rMl+EO W -
A MIN OF t2) 16C
C0MM:�N NA.:LS
EACH RAIL
2"v 8" SPLIT
PI! E CAP(ON
I
2-5'8_ "'CHA
E -H SIDE
o
5TPFNGFH ..ATV
OF PILE)
DECKIN€,
2 ,6 •�
*AHEaSlAT N_T k
If/
5-RINGER
BOLTHE AD END) \'
r
2 t .P" _,,
p I
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5rT7EN: H ,A V
rS
B x w; t'a;EE
_O
-
-4"
1l9"
BL r"F a1 FN_.
19
6'r6- MARINE ORAJE WTaEA"EO
PI_�S O M -0' 0-,- (EXIT ND
TO ao-T--M G< JE' . N .}
MAIMLAA 4' EMBEGMtNT
C.k:. �OARDUJ�I��C S�C710N
TYPICAL DRAINAI 5LUALE
RIP RAP LINED OVERFLOW SWALE WITH 3:1 NOT TO SCALE
SIDE SLOPES (POND 1 (9) ONLY)
vEGE'ATT SIDE SLOPES TEMPORARY POOL ELEVATION
--------- INVERT = 7.50' POND 1(9): 4 72' PONDS 2/3 (1OA/10B) :4-07• / POND TOP ELEVATION - II
-------------------------------------------------
-------------------- ----------------
1 PERMANENT POOL ELEVATION 4.0 4.0'
\SL')PE AT 010% / .
To WETLANDS - - - - -- - - - - -- 3 -- - - - -- - - - - -- - - - -
LASS A EROSION CONTROL
STONE (2' STONE DEPTH MIN) ,
GEOTE%TILE FILTER FABRIC
i SURFACE AREA POND 1(9): 28,434 SQ. FT
SURFACEAREA PONDS 2/3 (IOA/10B): 41,372 SQ. FT. 9 0
6' CONC SIDEWALK FRAME. CRATE AN0 MOOD
NCDOT STD. 84003
/ 8' MIN WALL TWICKNESS
36-
t HOPE CULVERT PIPE INVERT
- � 6" MIN. 4.000 PS CONCpE-E
6" SUMP
I
1-4 I 35' I ! � 36'
PLAN
T is
B41CK CATC+4 5A51N NGDOT B4.^:.01
NOT TO SCALE
PRECAST CONCRETE ALTERNATE - USE CAROLINA PRECAST
C8-3636, NCDOT STANDARD 840.02 OR APPROVED EQUAL
NOTED
L�1
24' HDPE PERFORATEO DRAINAGE PIPE
COVERED WITH SYNTHETIC GEOTEXTILE
WRAP, ADS OR EQUIVALENT FRAME AND GRATE
1 NCOOT SrD_ 840-16
POND BOTTOM ELEVATION = -5.0'
WET OET9t4rION PONO SECTION
FINISHED GRADE
STANDARD
1/2I 6 24
1/2'/FT
S R / / /8" R
�i
3D00 P9 CONCRETE
I
2.5'
CLIR9 AND GI�TTER �ECTIGN
F'NWSNED 'FACE
ROADWAY SECTNIN VARIES
VAT'H LOCATION
IGOLLECTION)
NOT TO SCALE
/27 6- r 24'
1/2 7
FINISHED GRADE
FINISHED GRADE
6 73" R t/B' R
3000 PSI CONCRETE
+
2Y
gCAL.wA. y-_"�y yA-ES
M_-I LOCA:0N
6TAN~^.A4D
CL:R9 A?`D C +T'TsR ^.TIION
(DLr_m)
N,,l Til KA,.L
N- "T "-.
CONTRACT'.r'.N J`NNTS SHALL BE PLACED AT To' INTERVALS
ALL CONTRACTIUN
JOIN rS SHALL BE FILLED WITH JOINT FILLER
AND SEALER.
E ^
(31, E'■ P,,,C PIPES
SCACE0 12' O.G O
E
.0Ik `�
VER i. 10. 5'
Y
_Z
I! \1
41
O(3)
4-0 PVC PIPES
SPACED 12' 0-C_
V•`` [ ] .;'
14-TRT:9 75'
RT IN r£.7-DDT
CAST IRON MANHI7 ; RING AND COVER
VULCAN FOI.•+GR` .1285 MATH VENTED
LID OPTION Cn'. Q MARKED 'STORM"
- OF APFk- VED EQUAL - 6' 150.nm
\ MIN.
6' 31- O' 8'
(200mm) (200mm)
( j
µ BARS O 6-0.C.
1.5'(40mm)
36' 8' MIN WALL (3) 8'0 PVC PIPES --I
GR As NOTED = f THICKNESS /4 BARS O 12'O.C. SPACED 12' O.C.
IN vER T:10.5'
PIPE INVERT (3) 4'• PVC PIPES
6" MIN- 4.000 PSI 24-_ _ i N-12 SPACED 12- 0 C.
ONICRETE .tl~' APE INVERT.7.00' --
6" (3) 4'0 PVC PIPES
\ SPACED 12- 0-C.
/6" SUMP \ INVERT:9.75'
NVERT OLT - 00
BRICK DROP tNLrT 840.15
,
NOT TO SCALE
-�
PRECAST CONCRETE ALTERNATE - USE CAROLINA PRECAST
DI-3636, NCDOT STANDARD 840.14 OR APPROVED EQUAL
OVERFLOW STRUCTURE GENERAL NOTES
1. DROP INLET DESIGN SPECIFICATIONS SHALL CONFORM TO LATEST e5-M
C913 SPECIFICATIONS FOR -PRECAST CONCRETE WATER & WASTEWA' R
STRUCTURES.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINIMUM OF
3 STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS
'STRUCTURAL
B
ASTM C890 SPECIFICATIONS FOR DESIGN LOADING FOR A. -I
& WASTEWATER STRUCTURES' AND SHALL UTILIZE GRADE 60 RE-BAF'-
CONFORMING TO THE REQUIREMENTS OF ASTM A615 OR WWF CONFO-Vf.0
TO THE REQUIREMENTS OF ASTM A185 OR BOTH.
4- PROVIDE ADDITIONAL REINFORCING AT OPENINGS AS REQUIRED.
PER NCDOT REQUIREMENT5 OR BOTH-
5. MINIMUM DESIGN SHALL BE H-20-44 LOADING.
6 STEPS SHALL BE REQUIRED ON DROP INLETS OVER 3'-6' IN DE,�"-
STEPS SHALL BE STEEL REINFORCED COPOLYMER POLYPROPYLENE
AND MEET THE REQUIREMENTS OF ASTM C478. (OR APPROVED EQ-°_
7. TOTAL HE GHT OF STRUCTURE AS SPECIFIED HEREIN.
8. PIPE PENETRATION TO BE AS SPECIFIED. PIPE TO BE INSTALLE7 AS F -
NCDOT STANDARDS FOR MORTAR JOINT CONNECDONS.
9 JOINTS TO BE SEALED WITH BUTYL RUBBER JOINT SEALANT CON=_-v
TO THE REOUIREMENTS OF ASTM C990, OR MORTAR AS PER NCDOT
REQ,j!REMENTS OR BOTH-
10 ANY DEVIATIONS FROM THE APPROVED PLAN & SPECIFICATIONS S--\L-
BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION.
TOP OF TANK - 12 00'
24'0 ADS N-12
HDPE PIPE
`INVERT Xi - 7 00'
4'- 0' 1219mm 8" 4'- 0' 1219mm 8'
(200mm)
TANK FLOOR = 6.50'
NL,-.TIQND-D A
a
� � 3
a
I I
3) 8"0 PVC PIPES
(3) 4'/ PVC PIPES
4'-0 8
P LAN A
BASIN OvsRpLOW ermucTumm
NOT TO SCALE
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SHEET
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CAD FILE
3825Q] s9
PROJECT NO
3825
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24' FEE PERFORATED cr••a - w - - - _ - ," _ - -' - '- --- - -
DRAIMACE CULVERT MATH OH9! MY OUT S61 F- _ - TOP C CURB + 9.9V '" _ . - - _ _ ---. ,. ' GRATE ELEV + 19.9•u' - " ! r
/' SYNTHETIC 1 OTEXTl E YMiAP INV & 1t M r 4is �'� T�y.� ' INV. OUT . 15 45' m = _ `_', = { r" - rr q .e � - . �"
f % AND F.E.S. ADS OR E4 My arr�aeo v- s /' ` IS' HDPE TO 300-25 ; - 'r, �� Q ' _; I . �••• - "�
` BAUM BAY HARBOR DI -us - �---.2,� - _ � < ti' t ti I .r. r
SECTION 1 dtATE tOsD - •.ram 'tia •� - _ - ro -
/ (PC A, SL 44-46) WV M 7.52 P- 124 ' /'' _ _ _ - _ - - ,e . •� 4,,- 'rVQ - " - ~ - �'° V'_<n - lfi - Jj/ - - - - '� -
/ _
' - � \ _ ------_ WV OUT 7.52 P- 1 1r - - _ . - _ "aft _ ;'rim _ - - _ -
\ - r. •_ - - _ _ - ,_` - -. _ r " - "aft -wy 'ra,ti u U ''A+ •. - - . CS 30a-26 .• .\ 4�
/�' `\ + - . / / _ _r' •Hf n _ +e \ TOP OF CURB + 17.15' ,
OMW VEWTATM91 � Q' �a 'ae Rc� 'tea 'r
\\ - ~ $T iMMIATER OuRr£T =r /' � i y r ! - J i l = ; � I « i ; GRATE ELE V. 1 16.66' .` _ nr ,
11--, \ FILTER iIJ�L9w _ ' ., `* *•s ,ca; 117 HOPE TO 300-27All, r s„
I. \ TOP 10 0r . - - / v ry - .yam 'v.,a - ' - - � L - � �'
,____�
N\ EiOTT01t 7d1' / ? ' �� �b a
'� \ - .Q - LOT • = -- ' O '•__ - ¢ ` ' - i :.�+ 4� T +�__- ,.- :.ft* - _ .. _ "°%'= ` -.'`_ r`'°` -
y \ 42 r • . - - x - � _tNwZft - - ' - %lk . . rr -
\ / .{ �'; �? ' -11 - -_ '*a r '� 'ai+e� "jai _. swft s t *"ft � - '
\\ Q f' , . - j' / - - "" -___ , •'�� �'Y•a - - "� - fi - _ -A ''�•~ _ `nt. - - 'n-+r „� C -1 ' - 'da qV -
\l ` \ DI-1211 / Mr rT,.00 1T,,-�� ' , ! ,ram __ •h.'r , i - '}c F, • - - ``� '� !' '� - '70 ~-'�` - ,tq , - � � - - .i _
ptATE'0.2A /. _ / , ti'' - - -- L ,) - - OUT
r -. • . - -- _ _ `us _ '_ - _ - - -
DRAM CULVERT MATH / MY 7.06 l` i2S ` u / k c} i _ ~! •u� �'a w n� �
SYNTHE CEOTEX71 E MAiAP , I UxT-130 - _ . • . . - - - - "R"
OR E4 ' CB 200-02 \ I 9fhE w . 9.00' _ ,x - _ \_ - - •r.� .ram R
80 LF. 24" 43PE PERFORATED TOP OF CURB + 13.15 \ 1 i � �' - _ �� • - _ _ „4 4 ar_,�
GRATE ELEV. + 12.55 \ �1' I - F F. E�� � _ '.
DRAINAGE CtlLVERT MATH - � - - - - .- - - .
SYNTHETIC GEO,TEXTILE WRAP CB 20D-03 NV. w + 8 bs' - { r • - - - _ V
- LOT ADS OR Q \ (MATE ELEV. 12.5' V. OUT + S6S` I i � ' , • �- _,� ? SLAB y = .-� .� L _ +s
It
G INV. OUT - 7.20' 4 F _.
BR"ICKA -�,I \ b / '1�115 LF 24' HOPE PERFORATED a _ `� -
GRATE ELEV. 1- T3.4� - -
16' CNP NV. OUT + b.93 t - I• - - ppi+M-q- CULYFUT WTH - - _ _ - - - - - a r _ - _ tiar. Y
NV. N + S 46' V. N + 6r .2 t . . SYNTHE-T1; GE+ TE7STBE MARAP - . _ .� `y ��_ Q `*a. ..
} t _ ADS OR EID . , _ -_ - _ - \ t _ - -
'�'JTL�T jD • _ _ _ - - i
MY 7.001P- j 7 ' • - ' _ - _ - * ., - y •/ `- '�w tom`- ¢ GP• TE L-k 4 .
LOT
160 LF. 24' HDPE Cm GrIrw
' II 18' _ y _ _ _ y� r _ •ram ` .` INV. OUT . 1
. DRAINAGE CULVERT BR�K ADWALL Jar / t C8 200--Ur - __ _ . ,^P l ' ''is `Oa♦
SYNTHETIC GEOTE YAtAP NY. N +.8;4' / • ,, - . 24- RCP TOP OF CURB + 13.15 _ _ - _ .„_yr • - -
L
ADS OR - Ce 200- i GRATE ELE'V. + 12.6--5 - . _ - •'-3 • 'w •„� - - :p
' " ' GRATE 13.40' rp " 1 _ MiY. OUT s 6 63' _ _ � � Y _ - -
I /'� CB 200-05 i' '' 1 I OV T a 7.23 - �+ . 4-\!- - ! NV. w - LW _ 40_ .e . \ 1 = I s11 -
II I 1 - 15T GRATEOELEV � 11.40' r 11 .'r ; I I ,g � -'r•\� I - 1? -Is r � . - - - - - - . - . - - - - _ - - - - = y _ '� ti � � i - L� -
I i BAUM BAY HARBOR � • - • � � _ - _ = . - - - - a _
' I SECTION 1 ;,.r' ,&- _ .,40 ';` ' _ "#
I I I I PC A SL 44-46 180 LF. 36' CULVERT �_�' ` -ram ,� ,
I I I I ( ) ADS 09 EQ 4 CS 30D-7 . "
i 1 MAT TCH FLOM1 LR4E GRADE I''''' - , ,y!,,P �+rr 1 - - ! ! _ TOP OF CURS + 15.75' - _ - '�50 L.F. 18' HDPE
I `. -r : � Z - . : [- - - GRIMY INI.EY.11.9QI�.25' _ - - - ' ., _ r -
I I _ 41g ,,ft&% �( t.� NV. OUT + 119.09'0'' _ _ - 4.
1 j LOT /'' ''�_,
I CB 200-i0 � , •u,� . _ 7 .� -� �i . - - te' HDPE TO 3oa-a - TCP C CUR81- 15.73' '
. 14 GRATE 11.4E 'e- ,_ ""� _ - CB -T- -6 _ _•lr - - GR ELEV. + 15,25 I "
I 250 L F. 2 PERFORATED �/ INV. + 6-9b r I �T�� - - _ 'te a C { TOP OF CURB + 15 75' - - . iw V. OUT + 12. -
I I I DRA, TICCULVERT MATH /'�I_ w + L96 �✓ \} / W GRATE ELEV. + 1528' _ - - 7d- HDPE TO 30�3 - -
I i I ADS OR fGEOT4 TILE WRAP .' ' ''/' ! CB 200-N . ;, ,y . _ _ -`_'� =1z; ` - .� 0'4 •! _ > - _ - _ - WV. OUT + 12.00' . - - 1 ,1 5� - .' 1 - _ - - _ -� -
I GRATE 11.40' - .+ • 4\y� _ , ., � - a _ . / _ - 18' HDPE TO 30D CB 300-2 s \6- - - _
I I !' . INV. + 7.19 - , - - .: : - _ - . - . i I - \_-!-,
- - TOP OF CURB + 15 75 ' - r .I ' - - .• - \ % i
1 1I LOT �� -. ¢ y GRATE ELEV. 15 25' E . f` FY •k •"a
It It t ` 13 /' I� 1 � `1 • -- - � •a. - I -tea a / . & v . . - - - NV. OUT + 12 OU` I` }9 • - - '
t t I 1 I' - O+ - � 'rr* I� ,Z - ' / . - _ - ,ly5y e .-\ ld' HDPE TO 3Df}3 - - _ -,:�_.,..: �
t I '' y� 4% , �18' fiDPf . _ _ �`- 4' � , _ 'i . ! - ,_ - „ a•-
1t tt GRATE ELEVCS . 10.DOL' /' / - ,,ggems" -•n� , 8'SR1i � 'trav - _. - / , - - I-. TOP S CURB 15.'S' `c y ,'�,s - Rs- r� "
It 1 \ NV. OUT - 6. " - r �1� _ '• ''c '4r _ , t Y R+ l . - l I - - - RATE EIEY. +15_i5' -"'a - fr..11.t , %I\ 220 LF. 24' HOPE P dRATED NV. N + p.as' �/ - - .--.r -- - -1 'rc - I' - 5- `'6 ' i - f - - _ - 'mr - - NV. N : 11.90' - - - - O t1 % pFiANACE CulvFdtT MATH I' Y t7• ror� � a . , - _ 4n - / e' .: ` L` __ '4,e-•'" = `+.b - a_�1 TH I I' ►g """ . - - ;- <ry J ' .� - NV. OUT 11.9p "�- k S1TgTHE TIC C�S'fE.XTLE / �• , _ _ _ ; . _ b7� 1 . - _ - _ - ., - �� 4! - _ - •, _, •;a - ,%,,.
' -" - ~
1 1\ ADS'OR Ea y . �\ "�`.. _ .tea �_ •w eP - _ _ - - d� r-R ' - ',ia ` '- 'ate
`\ i _�' ''C9 4OD-121 . - e 5 I _„a \ F I _ _ - y •� - \ ' - - - yam! - , _ \l\\ - -
�i[[" ` GRAlt ELEV. `9.50' . '.ft . ,- 'n.4 c� - 7 '� 'e 'L �- - r- - XN s
+D CB 200-07 I• NY_ OUT 6.23' 4 _ �'-a Z. "+ _ - - ' •� - = �� - r-� �F, - _ - jU \\\ �- `-
\\ ORATE ELEV. + 9.01Y NVs MI1 + 6. _`V ,a W. -
N V. OUT S b 5 . . 4 a ? y- t `tea ''� CB 30e2-10 111p ♦ d CB 71> 6 �"'° .y a
LF. 24' HDPE AyTttp \\ NV. N + 58Y LNATE ELE 9. s `�Q. - �� n t �2�� 'emu ''fir GRATE ELEV. + 15.25' \ �OV. �`,_` -� CRATE E c- - 'rS 23, �, _ .{
L/ ` C8 200-13 � `am �.% r y'� TOP OF CURS 15.7',r ", � � 1 ,'o TOP OF CU-3 � 1'S_75 - '�- .
DRAINAGE CULVERT MATH \ � / NV. + a33 `.s` 4 ; - - ---. _ _ -L _ ) s _ INV. ih + V 8r � 7 . _ - - a '�a.
YNT � O OTE7C11LE MAtAP\� _ / CC 200-T3 Qr \ _ - - - x- * f : 18' HOPE Tb 300-I1 ` _ �_ c - 1' F+ }- I. ,1 I TOP OF CUPH . 15 2
o-+. _ NV OUT + 12.00' �n .
-- INV. D-r 11 ev m n C8 ASS 3'
1 I Li2AiE ELEY + 8.9C 4eb aM 0 J _ , y -- 18' HOPE 3r](?-9 e f. ` - - `\ GRATE ELEV. 14.73-
I KV: OUT 6.13' - ,o. ,y - - `'ia -- - Iz�F1 '+s - �_ . �L - _ / Ir INV. N 11
I i c 'Ow _ I� / 1a •au A ''�r F` ��. INV. OUT 17�.36• (1S-)
I I'� / _ %O- .y - _ � 3o i . - - - - I ''�
1 ' CB 2OD-08 , \o � - = it - - ^/a+r � , , J ;. to, r4
BATE ELEV. s 8.90rI / •=y, _ +a4 14� 18' HDPE "- � f - i r - - - ' - - •ai
INV OUT . 5.63=' '� r8 - - "'4 - - , "0 - 1 . • �, _ - ;'� 200 LF. 18' HOPE
NV. N + & 51\0- .sa . ; It 8` RCP _ - - - r • ,. y "w * - - j
- , - '� ''t ' \, /
`I' ' 18' HDPE .. - - �._ D 4. _ , -� . � - - 'w - "'� - . - S- : _ 4f - � - - - - - - - -- `.' m - _ - - •xs - _ _ w . - _ - "; - _ - r - � /
I' J r - xF+ - � - "*- _ - - . _ - - - - ' - - - ' - , / c 'f - - - ; , - \ - i^L L - - - - l _ _ ars r ( ,7 _ - - "
llr HOP1r ' _ � . = '+a - - Q' - - I -111 -
, _ .•sae - - . y � f J �r. �� e ; , ,y E _ - -'►�
pTATE ELEV. 8.90 / y- - I . /�'
NY.,Ol1T + S83 _ t _ 'V ._ "- q� � - - •'e.w - - - 'ar - j - r ZW1.F. 24' HDPE -
*-j4 I$ d - �' i- r_; 'y - '"s _ / - - - - . - - - - _ �vERT OI:T AT_SO
ILTEYs S 8 90' 1M!' HDPE49� a* f - � I I. ha • '' i - - . CB 300-11 i _ _ - a I �'4 F I -
+ S - \ f, * a `_ y - 'r+r . - TOP OF CURB a 1575' t , kft -„P - - - V - - f •4' \ \\ _ Wfy - + _11
. _ r T� �
s'� _ _ ! 4\oa� •aa - �e f - GRATE EiEV. + 15.26 t ,\ y " " '.+ �� F�?TTi71l ELEV.- tT:O
e. '� , -= r - - CB 200-13 l NV. OUT + N.ia' -• - I{ / .
' r -, 4 :.� �� `e- 4e _ 18' RCP 11` -� -' fATTOP EFECLEY + 103M • 18' HDPE T01300-12+r + _ _. \"�`4} f .ar ZO LF. 24' FpPE`'
�9� _y ...Z '+a .. \� r��- a 4p. r ' __ NW. OUT + 7.20' FILL TO - s r� 4 #. - - 'Aa INVERT N yf1 2Q'
\ _ - t � re `Jo- I _ - .- '+a•} ' _ / - _ CO 200-20 - a, -,0 v?s ' i I I' . _
�' '� r ' �. �a I TOP OF CURB 10.8W •�_ . - - r' I� '� .AJIiCTTON BOX 30Q-4
r Ey "\ep `_ ~ F _ rg Q __ / GITATE ELEV. 10.34' '� / TOP OF BOX >• 15 Od
- - 4 ,$i '� \ � r, L. ..1 _ _ =�' - Gf'� CB 200-29-8 \o- - .11 _ /' , _ - / ,- NV. N . 11.00•
.. 0, \ - / ,-� TOP OF CURB - 9.79' 4 5P i INV. N . 7 00' - ' _ - ' / ' / / /f I I INV. OUT + 11.00.
'+a r / . _�`'!ta 18' HOPE NY. OUT + 7,00' CS 300-12 _ _+ ' S� _ /
1 _ • - GRATE ELEV. 4 4.14' /-- _ �., - _' TOP OF CURS 15.75 _ r•a#, I r _ r ,o 1 N(b- . - ."ta ti,••a '' TOP CURBCS S+ 16.3s' / / / 60 IF 1M!' HOPE
_Ir GRATE ELEV_ - 15.84� f� INV w - 125
F) ,&a --_ *. Ey ram _ � _ .-. - �aINV. OJT -g ! I� •� - t CRATE ELEV. + 15.25' ��E��-' �f
0 , � . r ,_ / _ . _ - INV_ OUT + 11.50' � f � "aa NV. N + t0.00• / � .
?- - . 3 5* _ ;i 4l - _ _ `� .� E !9 i" i /' / i wV TO .B 30D-4+11.00'
' �`. - _ +� - 18' RCP _ -' _ = NV. OUT 11.50' � - j - 4y _ �� NV. OUT + 10.00' / /
._ ,. � t yr9 r - \ 18' HDPE TO 300-13 J tro I / iV
- - !._ 17 'P'� � =*' ; - - i r - � _ ` - " - CB 20o-21 . _ ' � ; _ ! I .
. _ • . _ - = - � - y - . TOP OF CURB + 9.90' _ � - . to =� 4 !/ , I -
\ _�5a {\rl` GRATE ELEV. y40' ',., i
- � 1), � . � 6^ g e-.I , - - - - N V. N - 6.23' � - _ - _ , - -` � , ' / CB 300-9 I / - - -
4 P . ++ . r 15' RCP t _ INV. OUT + 6 Z3' \ - i ` / I I �' /
\ cr -. r - 4N84 18 ! - " - 'te TOP OF CURB + Ib.29' I I `/
\ q 4\p� a -,4 \ t- /' GRATE ELEV. 1 79' / t ,
. _ / . - _ , C8 200-29-A _ \ NV. N 11.D0 / /
=?<• 'tea s r / : .� TOP OF CURB + 9.79'
� \ . � _ - � 'u" _ -- INV. OUT + 11.00' f i ,' i
N � - J - _ _ GRATE ELEV. + 9.2Y = - _ / \ Sr CF. 24' HDPE ' • _
�b_ls__ _ '0.,, _ INVERT OUT - OLW® ' 4.¢� - � . tia ---- _ � ' - 8' Rm / : • - " ' - _ NV. OUT - 6,54' J k , A TOP OF CURB 9 90' NOW OR FORMERLY + t \ ,_ ' ' I '/ I I I i,
GRRrATE +AL +- .- 9 : _ _ l - 'vim �+J`5j3 '�a GRATE ELEV. Q40' \\ f` \ -- r I /
OW. w + - - _ - _ /. - y ' \q. �,� s INV. N . 59T DOMINION NC POWER : ' \ 'ir` ''�'I .I I I - ,
_ _ ' E` `t �F�L. f . NV. OUT . 5.9r Electric $UbStOtI011 \ '1 ' - - SOTiOM d.EVATION + 9.Q' � I I
\ `_ J- ALE T'0 THEE amm / 1
C6 200-1 4 �� �f - 4 F' _ . �` C> 18' HDPE - ` , I,- / I I r I
\ GRATE ELEV � 8. g - F ` :'+y 'tir i � 1 CB 30D-13 / I I
NV. OUT - 6.IM3 \' -" ' • f' = . '_, - - - l TOP OF CURB + 5.66 = I' II t - ! -.
1Y _ '� 8' NDrE - f / GRATE ELEV. + 1565 I ,
t8 - - d r - .y r .ti r INV. N 10.00
I
4a� - - q- / k - a . I l ,-r 1' INV. OUT + 10,00' I I1 .
_ - - -_ n 9- - _ - .raA _ 1 _ - - - a - - - /
I /
v p- / `w - . - " t _ - 20 LF. 24' HDPE II ! i I
4'8� ``ta) - - - - / tI . / , _\`� - - / INVERT __. 9.80' I I/ iI
: - - - \ -
�- � - 10 __ - r � '� - - .ram - - - I / TaOP ELEYAT�I Q / II I a II
�• '�s Ra / \ -_ +a,s - , •tee . � S I ' L BOTTOM ELEVATM m 1 0' II i j
. _ lk - 1_• v L• •� '4e L POOL ELEVATION SO' I I ' /
\ •� 1 - _ _ � � f` �MOIF N ELE1L R 6.14' - f I i
. ej- w . ! i # 15- IMCp „ G " _ - - � . ` / Y. - / ' II _ r II
Y •Aal \ 8 \ .,5 / _i .`tip ' . IT, r, - w.� - - ' , . �M M >r b.1 s �2� �
' ! I I
t^ � 1,�, TOP OF CURB 9.90' ' ! / MY OUT . 614' II I' ,
• ' - ; . C��� - . CRATE ELEV. 1;.40 - ,4. I II
/ , ' ^ _ 20�28 4 • MY. OUT + 5.55 \p' I r ,
�_ NV OUT 7 - tift TOP OF CURB 9.00• Teo r _ w�/ ' ' ' I I
'`- / , , I �• GRATE ELEV + 8.50'-'V`_`- - ' I
/' ,r _ +, NY. OUT + 5 50 ''Qa �I ' If I
. \ - . -_ k __ - .1 , -
+. POND 2 1 ; . .d� _ t .�' 0RY 8A511M / ,'
TOP EL + 60' . l / / i , - CB 200--27 -•k,la - t - f TOP ELI VAT10N - 1Q0' /
I i ' i
/ A� BOTTOM EL -3 0' j - TOP OF CLAB . 8.3Y = \ � ' BOTTOM IELEVASOMI i 5 0' I I
' - GRATE ELEV. 7-83' - ..+ ; .
- - MY OUT+S.00' - •- - / I
/�I
I
/ /' .
_/
rce -
)
1.. _- a*
/ w.." . _
CB 200-26
OF L3
_ "
•''�+s
.
: L
r
' GRATE ELEV. +
.
_ ��
/
/
. � +m .
1 NV N-4.90/
-, NV. OUT - 4.90'
-�
8• E- DPE
v-
, , /
-
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"'Q
'
- -
=may
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s "' o 0a _
_ a
'
C9 2OD-24
TOP OF CL>RB - 9.90'
/ -
VO
.'
4
s�. s
- - _[ -
GRATE ELEV. � 1M.40'
IN V. N - 5.36
- - //
-
. _
- r i �. ., -` .[%
T a `-
NV. OUT + 5 36'
CB 100-/10 ' / - \ �� - ' f f . �\s
OF CLI + 9.w = \ �c^L =. = - , ' - CB 200-25
ATE V. a 9.00' - ~� _ - - -
1F. T . 5. 50' % 1A - +a .- 1` _ , 1 - V. N ELEV.- GRATE S 33 9 34'
RCA OUTLET - � . %? � .1 -,`rn . � '' r" \ INV. OUT + 3.3.5
/ ��. - :'° ~ .te it _ ' J% % 1
- __ . __ j r -" _ - �_ � - ` 1 \' K,s •f v 'tv ` r /CS 200-JD
_ _ _ - - -'� - TOr OF CURB + 8-SO' .
Lft `� r'�� _ - (HATE ELEV. + 6 00'
M 1r t _ _ INV. OUT a 'k00
\` � .� / , 1, = _:� _ .1 I 7 16' HDPE OUTLET
I I � /
� I
I I
I .
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RI , /
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410 LF. 24' FIDPE CULVERT' I / �'' i
TH P RAP AT INLET AND OUTLET ' I
INV IN 6.
NV OUT 5.50 / i i /
/ /
/ I
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/
", /I
' /
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�'O�\ / ,/
�'+ GRAPHIC SCALE
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/, /-' ( INFEET)
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PROJECT NO
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CANAL
f1
WA 1.5
�-" �- Gr a TE ESE d.
DRAlN►-;E CULYFwr WITH f -"' m -
I SYNTHETIC (EOTEATILE VOW". r�' 2C+MfS ~'
f f ADS --GRATE ELEV. - 1E9(r
LOT i INV. OUT - &IS
' BAUM BAY HARBOR
I f f
f SECTION I , C19 200-06
8AUA1 BAY HARBOR
SECTION 1 �� �� I (PC A SL 44-46) / " GRATE
V- S 63 �''� ve '� f6' HOPE �+
(PC A, SL 44-46) r' i i f INV. IN5.63" - _ io r f i6' RCP
1S HOPE - �3 t � "ado
_,Ir MOPE 4Lft � �• '`� '�
f ; 60 LF. 24' HOPE CULVERT
1 f METH Rp RAP AT MLET ARID OUTLET BEY_ ATE EI.- US.90
i f INV IN 5.70' /-260 LF. 24' HOPE PERFOIjAi£D` 1NV.,OUT - 5.63 a Mis
i + 6IYo0Uft
7 4.50 DRAINAGE tVERT 11�rt4 ffi 200-14- �� _i t4
1 , SYNTHETIC GEOTE7c�kE WRAP e.1 V
Q9ATE - R90' 16' FDPE E.
1 � ADS OR bd: wv -CUT - s --,
\ ' 36' HOPE CULVERT IN y M 4 ir 1�-- •,,f
1
LOT 67 i '+ �` MATCHb01 CH FLOW LINE }5� +� ! - 4- -i �i S _
� - - - i ' _ _
e11r RCP
\Ike
wm
%
" BOTH 6 0' �_ 7 �' 11%RC� 'tia - 'tea CR 2----29­8 �'
TOP OF CL -�H 9 77
GP ATE EL E V_
r+ / �� Eti Ey gym t _-a~ :.Y6 OUT E AA'- ^`v
C8 CURB ti t
TOP OF CURB w 6.50' -� � _ - -
GRATE ELEV. - ` 00' - 1 - a� 'At +a .9 t6' RCP � '.� - _
LO' 68 pIY. OUT + 4. � � _
111' HDPE Oil
1-f 6E'1E1r1I0N POQ FORE�14 - 1,
^`+-HMV. �5.30'
BOTTOM ELEVATION - S 1 - ♦r p -
TCP E EVATW-W - PO' + - _
/ OVERFLO* To FOREBAY AT 6.00'1y.7b 15' RCP
ca
CB: 1D0-17 I ' ' / \ tw �� C9 20r- 9-A
TOP OF CURB - &50' ! 1 ✓ / .' TOP OF C,+B - 9 79'
GRATE E-EV. w G00' 1 I��� - ` CIR 2(e;.-16 GRATE REV. - 929'
INV_ OUT - 4.50' -- - GRATE ENV. - 6 f1v _ `l9� '* LawE" RC} .' wV. OUT - b.54' ,
- tr HOPE OUTLET lk_, W.V. 0L - _ ;
ok IL IN
6.
11� f OEIEll710T1 POND F.-MAY +
" f f e E t, \ FY1� E 3 1
�O EL ELEVATION - !i5' -L"E OVETIULDW 1MTH \ 20r V. -
T i ElfYATiON - 6 d r" �' r E�v i a r;P+ ENV_ - - B
i O%U FLOW TR PONES OT 6.24' C1J55 6 RIP- 18. - 7)SSQ• \ MV. OUT - 41ti3'
HDPE
/30 LF. 24' HOPECULVERT
/ WTH RIP RAP AT INLET AND OUTLET 'A-
�= M V M 6.20 "as "Aw
INV BUT d00
M 9 it _ 'tir
,' I `• A/ 1 = - t�6 - 4� -z KF \ 4� - ti - to
0
f �1P • 7d49, 1� III �►L" �r y� �� �y
Eti f is- RCP
GRATE ELEV. - &Od r
- I FA' FLEy J - Mv- Tk - 4 83\
�- SLR ; yr ACC OUTLET 1 �n
i V a b 1 t4 / \ CB I OD-14
- GRATE ELEV. - B Od (S 2t1c1-2Js 4 +
\II+V. IN - s 1g6' RCP OUTLET 9 V NV OUT f .' v TOP Of CURB - 9.0(r s'o
'1GRATE ELEV - a.50'
fI _ - - - - +� - M14 OUT - S SD o.
- -
Po -
,.. PONDr
VW
1
IL- LW5- 1 WIP OAF C-RB2= 6.33-
r9L,TOI EL - 0' ,- GRATE ELEV. w 7-aT
i i o fIV_ OUT -
r INV. M-3,00OIY
'
POND 3
TOP EL Ll' 1
26
B01'RTM EL + --3 G C9 100-13 _ - r • f ti it OF CU�R13 t3 '
4 xTE =V. � r20' a = - _ _
Co 100-12 MV_ OUT- 556 W a' ' f GRATE ELEV. - 7.63'
V �UIIr
T�i71L� / INV. IN - 5.55, �"�! � / NV. M - 4.90'
GRATE ELEV. - a 30' 1✓!' RCP OUTLET m `" �+ INV. OUT + 4.1i0'
I y is- RCP OUTLET.30
'' \$❑ �iE i 4 A
+a o 0
qg +a Q / q%w-
jr -Zo
CR 2C+0-19
TOP OF CLo B - 10.E4'
GRATE E EV. + 10.34'
• V. OUT - 7.20'
OF 10AW
TE ELEV_ - 10.34'
V IN - 7.00'
OUT - 7.O1Y
TOR OF CURB- 9.90'
GRATE ELEV. - 9.40'
INV.M-6.2
NV. OUT - 4.2S
TOP OF CURB- 9.9T
GRATE ELEV. - 9.40'
INV. M-5.9
M V. OUT - 5.97
\L 1 ff, HOPE
s _ �
a 18' HOPE
pll; y - /
8' � TOP OF C,-M G
1i� / +a / L = _
EtfV. - 9 00' `
w Our - 5 50'
GRATE \ 4
1\ �a r +a 1 IRCP OUTLE15*
T
�\
CS
1OD-11 f
MATE ELEV. - 6 50' - , ^ _• \f) Ca 100-D9
04 OUT - 6.06' - = ♦ CA OF GLOB CO 200-30
RCP OUTLET go - f E\EJ'� + GRATE ELEV. - 9-00 - �. .y '4 •� TOP OF CURB a50'
0 V. OUT - 5-23 w ` ' • - GRATE ELEV. - �00'
T - _ w V. M - 5.23' _ _ - nth - - my. OUT - 5.00'
�. f -� tm' RI3a OUTLET -y c ,� J � 1Ir HOPE GRUTL.ET
w - 36' HPTAP CULVERTS (2) DRY E6IL7!! - ex
w "b
CB 100
GRATEOF CURB - d 3t3' ' ` _ - - I TOP OF CS 0 - Ei 50'
{MATE ELEV. - 7.85' +Ir +a I. 20TRA EL - - & _ � W 200-31
MV. OUT . 5 35 _ ti - _ _' \� h� GRATE ELEV. - TLLAY
16' MOPE OUTLET INV. OUT - 5.00'
.�a to a '� ` �`Ey. ♦ *'°�" r 1U3' ►TOPE OUTLET
�!qLwoto
200--32
lkft ; 1 _ TOP OF CURB - 6.50r
Ike �,- GRATE ELEV. 6-OO'
. 'a +.b = �. � _ fi wV. OUT - 5.00'
�
} �C �. 18' MORE OUTLET
, f �' •ram `'-�'Ca TOP OF CURB &,W
{SATE ELEOUT
-
W0
Y- OU7 - S00'
ftft • �a sa _- - . 1p _ 18' HOPE OUTLET
-� JCS - - TOP OF [xjRJ3 CURB- 6.3s � _
GRATE ELEV. - 7.8W - !� GATE ELEV. - 4.00'
INVOUT - S OV
wV. OUT - 4.7u - -
INV. IN- 4.70' -ra _ \��la' HOPE OUTLET
16' HOPE OUTLET
+a %% v
120 LF. 24' HDPE CULVERT
is
-
\y -. =
•♦
L
WITH RIP RAP AT MLET AND OUTLET
i -
f)�
Fv
INV M 5.20'
E-- c•► - t.
�a
MV OUT 400'
F E -
CB IOD-01
TOP OF CURB - 9.50'
GRATE ELEV. - 9-00'
'sa
`
INV. OUT - 5-23'
16' RCP OUTLET
CO 100-02
TOP OF CURB - 9-50'
77 %^
V �'-
GRATE ELEV. - 9.W
INV. OUT - 4.96'
TLp OF qe S5d
CFATE E_r- S00'
18' HOPE OUTLET
4,
r
V. 01 - 4 W
ri -
HOPE
19, uI, TI.ET
CB 100-04
' TRIP OF CURB - ILW
-
GRATE ELEV. Ji10'
-
INV. OUT - 4.23'
INV. IN - 4.23'
_
18' RCP CUTLET
CE 100-08
OF CURB - &5d
GRATE ELEV_ - 6.00'
INV. OUT - 4.00'
'
INV. IN - 4 00'
18* HOPE OU TLE: r
IT HOPE ,
NOW OR FORMERLY
DOMINION NC POWER
Electric Subatctron
CB 200-23
TOP OF CURB - 9 90'
GRATE E-EV. - q-40'
INV. IN 3.55
INV. OUT - 5.55'
CS 2OD-24
TnP OF C,RB - 9-90'
GRATE ELEV_ - 9.40'
$m V. IN - S. 3E'
MV- OUT - 5.36'
N CB 200-25
ORATE ELEV- - 10.3C
MY M-S3S
INV. OUT - 5.3S
1
LOT 1
DEMSION FOR THE STATE OF NORTH CAROLINA
& THE TOWN OF KILL DEVIL HILLS
(PC D. SL 115)
SYMML LEGEND
WAIL DELIVERY CLLS•T-i, 911 LOCATION
---- -- -- =-------- EXISTING GRADE CONTOUR
FINISHED GRADE CONTOUR
-.................-
PROPOSED WATER LR[
92.E AS NCRED
_--- - ------ BOTTOM OF SWALE
PROPOSED FIRE HYC+4,w-
----------'----- TOP OF SIrALE
H
PROPOSED GA'E VA�•E
DROP INLET AND DRAINAGE CULVERT
SUE AS NGrED
PROPOSED MANHOLE 6^r_?AVfTY
DRAINAGE CULVERT
COLLECTION LINE
SLa AS WTM
- - - - - - - - - m
PROPOSED FORCE h"
, _ - EXISTING GRADE SPOT ELEVATION
sa As NOTED
00
PROPOSED LIFT STA' D%
OF 006
�
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47L7��
7-SO r
1N+
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- ..,.X ff FAti4]dT
-
((A1TrM FLOW LRE �7 A"'-" E)
-
DRAINAGE FLOW DIREC -'v.AL ARROW
RIGHT OF WAY
! •�"�' \
APPROXIMATE CLEAFS, -%I!TS
SUBJECT PROPERTY BOUNDARY
-
EXISTING TREDAE OR *,3ETATION LINE
- - - ADJACENT PROPERTY LINE (APPROX)
'y L -7 CB 1D0-07
TOP OF CURB 11 eo'
l.'Y GRATE ELEV.
i INV. OUT - 4.93' -
1 16' HOPE OUTLET
ti NET DETD1TAN VA9M 60 0
TOP ELEVATION - EEG'
grTTOM [1.EvAT101 - -1.af ;mg
POOL ELEVArWJN - 4 V
;Q%0*LM ELEt - 6.14' ;
CRAPHiC SCALE
30 so 120 240
( IN FEET )
1 inch = 80 tt-
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�'HOJECT NO.
3825

. • 1 - - �'�'--1" � � � � I-- -` -- - -- - - �.� _ ._ +:_ 1 � � ._ � � �i _ � � ._. ,._ ...'.ice
1 � 3
SrM NOTES
1. PRESENT OWNER:
SHORESIDE OP 3, LLC
PO BOX 957209
DULUTH, GA 30095
DEVELOPER:
BB&T
2825 REYNOLDA ROAD
WINSTON-SALEM. NC 27106
2. THE DEVELOPER INTENDS TO CONSTRUCT A 4.434 SF SINGLE STORY FINANCIAL
OFFICE WITH FOUR DRIVE THROUGH TELLER LANES, ONE ATM LANE AND REQUIRED
PARKING.
3. SURVEY OF LOTS 15-19 BLOCK 58 KITTY HAWK
BEACH, M-B. 1, PG. 140, RECORDED IN D.B. 1599. PG. 2.
DARE COUNTY PIN #: 9867 20 80 3541
PROPERTY ADDRESS. 5416 N. CROATAN HIGHWAY
4. PROPERTY IS LOCATED IN FIRM ZONES X AND AE (9')
COMMUNITY PANEL NO. 370439 G001 D
DATED APRIL 2, 1993.
(SUBJECT TO CHANGE BY FEMA)
5. PROPERTY IS ZONED BC-1 (GENERAL BEACH COMMERCIAL) AND
FINANCIAL OFFICES ARE A PERMITTED USE.
SETBACKS PER KITTY HAWK ZONING ORDINANCE:
FRONT 15'
SIDE - 10'
REAR - 20'
6. DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
7. LOT AREAS AS SHOWN ON PLAN CALCULATED
BY COORDINATE METHOD.
S. PARKING HAS BEEN CALCULATED AS FOLLOWS:
4,434 SF OF FLOOR AREA O 1 SPACE/300 SF OF FLOOR AREA = 15 SPACES
1 SPACE/2 EMPLOYEES (12 EMPLOYEES) = 6 SPACES
2 HANDICAPPED SPACES REQUIRED
21 SPACES REQUIRED, 26 SPACES PROVIDED
9. LOT COVERAGE IS AS FOLLOWS:
TOTAL SITE AREA- 50.525 SF 1.16 AC
PROPOSED BUILDING & CANOPY AREAS: 7,057 SF
PROPOSED PARKING do CONCRETE: 23,213 SF
TOTAL PROPOSED FOR SITE: 30.270 SF (59-9X)
COVERAGE ALLOWED: 30,315 SF (60.0%)
10. AREA TO BE DISTURBED = 47,265t SF OR 1.09t ACRES (100 9.)
11. ALL DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE APPROVED SEDIMENT AND SOIL
EROSION CONTROL PLAN.
12. LIGHTS FOR THIS FACILITY WILL BE 400 WATT, HPS CUT OFF ON 25' ALUMINUM POLES TO
ILLUMINATE PARKING AREAS IN ACCORDANCE WITH THE TOWN OF KITTY HAWK LIGHTING
ORDINANCE. ALL INDOOR/OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED, AND MAINTAINED IN
ACCORDANCE WITH THE PROVISIONS IN CHAPTER 20 OF THE KITTY HAWK ZONING ORDINANCE.
13. STORM WATER FROM THE PARKING AREA AND BUILDING SHALL BE CONVEYED VIA SHEET FLOW, PIPES,
OR FLUMES TO THE STORMWATER MANAGEMENT SYSTEM IN ACCORDANCE WITH THE APPROVED
STORM WATER MANAGEMENT PLAN.
14. WASTEWATER WILL BE CONVEYED TO THE PROPOSED SEPTIC SYSTEM AS SHOWN HEREON.
15. ALL UTILITIES ARE TO BE PLACED UNDERGROUND.
16. ALL SIGNS SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE WITH THE PROVISIONS
IN CHAPTER 20 OF THE KITTY HAWK ZONING ORDINANCE.
17. ALL BUFFERING SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE WITH CHAPTER 20
OF THE KITTY HAWK ZONING ORDINANCE.
18. THE BUILDING WILL. COMPLY WITH CHAPTER 2G OF THE KITTY HAWK ZONING ORDINANCE_
19. THE BUILDING WILL COMPLY WITH ALL APPLICABLE NORTH CAROUNA STATE BUILDING CODES.
20. SEE DETAIL FOR PAVEMENT CONSTRUCTION.
PAVEMENT SHALL CONFORM TO NCDOT STANDARD SPECIFICATIONS.
21. CURB INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT
STANDARD DRAWINGS SECTION 840_
22. TRASH PICK-UP PROVIDED BY PRIVATE WASTE REMOVAL SERVICE. THE PUBLIC WORKS
DEPARTMENT RESERVES THE RIGHT TO REQUIRE A DUMPSTER IF DEEMED
NEEDED IN THE FUTURE. A DUMPSTER PAD WITH SCREEN HAS BEEN SHOWN, AND ACCOUNTED WITHIN LOT
COVERAGE.
23. RADII SHOWN ARE TO FACE OF CURB.
24. TWO HANDICAPPED ACCESSIBLE SPACES ARE REQUIRED TO ENSURE ADA COMPLIANCE. THESE
SPACES ARE LOCATED ALONG THE FRONT OF THE PROPOSED BUILDING. A VAN ACCESSIBLE AISLE
IS LOCATED BETWEEN THESE SPACES. HANDICAP ACCESIBLE ROUTE SHALL BE CONSTRUCTED AS
TO MEET ALL APPLICABLE NC BUILDING CODE VOLUME AJC REQUIREMENTS.
I
25. EXISTING VEGETATION WILL BE PRESERVED WHERE APPLICABLE.
26. EXISTING CONDITIONS SHOWN HEREON PROVIDED BY A SURVEY PERFORMED BY ALBEMARLE AND ASSOCIATES,
LTD. ON 03/31 /05 FOR DESIGN PURPOSES ONLY. THIS INFORMATION DOES NOT COMPLY WITH NCAC TITLE 2
CHAPTER 56, SECTION 1600 OR GS47-30 AND IS FURTHER NOT INTENDED FOR RECORDATION, CONVEYANCES
SALES. . �►
SCALE
20 0 10 20 40 80
(IN FEET)
1 INCH - 20 FT.
q
IRON ROD FOUND
w O"O
LIGHTPOLE / LIGHTING
C5
PK NAIL SET
-�-
TREELIKE
FIBER OPTIC REFERENCE
®
CATCH BASIN
43
CABLE TV PEDESTAL
®
DROP INLET
®
TELEPHONE PEDESTAL
STORM DRAINAGE PIPE
rn.
UTILITY POLE
■
WATER METER
OVERHEAD UTILITY LINE
W
WATER LINE
>ti`z
LIGHTPOLE / LIGHTING
(�
L�~r
PAVEMENT
-
RIGHT OF WAY
''�
CONCRETE
TREEUNE
STORMWATER FLOW ARROW
CATCH BASIN
®
FLUME
DROP INLET
t0----
CONTOUR
STORM DRAINAGE PIPE
SPOT ELEVATION
04
WATER VALVE
WHEEL STOP
Q
WATER METER
l
�+
TRAFFIC FLOW ARROWS
w
WATER LINE
k7
CONTOUR
SIGN
HANDICAP PARKING SPACE
e'Sa
SPOT ELEVATION
xc
FIRE HYDRANT
-SF
SILT FENCE
STOP BAR
-x
DUMPSTER SCREEN
U.S� l..�Q D I FAS
R.... ..
' - 00 NOT ENTER _
FOC. 5T� 51GN \:/
STOP SIGN FOG `
25'B t 25'R
25'R A1,Fa RIGFR TURN GrtL9-- -
Ir RAISED r ,-Y'r t't .- -y 1r v Yi :-. '. - - r r r -, 1. Y7-•` r'Y-'
CONCRETE
?. T YELLOW PLA5ryG PPE
r r T T r W,TI't lIB +R,K TFSr
T STATkW ON fr
T r r
15-91
15.41 s 1 -- -- .4
........... ....
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. . . . , r • ♦ . . . . . . . . . . . . . • • . • . • • • . 14.80
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14
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... �t
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r 14.45 h70 Q9'45`E 25fl.Q0' i3.72,4 3.20 is "`---� == ---- -
sT w PROPOSED INFILTRATION SASRL %1 f* WATER METER
n TOP 13.20ILI 1 s,
14.02 BOT 11.87 INV 1 7
- 13.10
Q;4 -
PAVB•8dr
_
et ``-Tr I - �4 S` I 14 1 7
_ 14.ud 3_+E_ !i Y t4Lu 1-1/2
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v 1s R5 SIGN f -: f , ?3.c BASIN /1
15'R 1 f ( i € I TOP 13.20
5'R � � 1 ; 15 TC i BOT 11.20 .
I ! 1
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iii J it?6 ?35~ !� 4"SI IS.SM I FI-1-5 /.E rLL
ENCROACMNG • • i + �� ,iri 1 i-20
xiv 1123 _
GRAVEL C ....� E REMOVED�+�.' - 4 Jv TC c s. it O' 8 1- 8.0'13 �a13.61 � r � ��
TC
14 2, •'C .\ BORII1
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m` 1 13.ti8 1
♦ a 0 4 f �. i f 15,R 1{7S)6 14 21 T^ _
\ t 4 12 13 c t 4 15 1 6 /7 I t 6' a IQ t REPAIR
N� i ' • I j }} n, _ , , ,' NO R4,MT itsRli 13- t Iy />
k �„ -, I + . {4' : / -go
' AREA ANO DILLY 6. K0'- -TON
E6 AFRD LARD HaDR46• CO. ��r `-4.-_3� 1 "4 __� {114.58 TC 5 `� 5%;N �43'R I MILLE M ROJ� -trON
LOTS 1a�14, A117 AVd PAF,6KE_ .. ; . 14.08 25'R _ LOTS 2Q-2'5. 15-L36K 65
Irt-06K KITTY HAWK DEAGtt . •� 1 - - °. d'o • • d 4 t K11TY NP+vx S--All
f7�. i54. P6. I Dd J - - _
MD- I, P16. 140 r . 4 . 1 14.1 } TC It o� . e! I ti MD. I. PC 140
65
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r r w -.7PC
i.v I � �'' 14 55
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... 21
4s9 . %
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• • , r • . r - d. (. 14.95 T i e+ '• 14.
. . • a . ♦ If•S a f ! I I5-00 TC 14.45 i d 14.56
14.56
�$ 23 , j PROPOSED Ok' S'ORY BU,LOING ! a I • i
• 1 ON Cart --"t;E SLAB i d . a
F.F.E. 15.a0 , a ` ! 4 r
i _ • • e F
s �p ;r 24 ` • f j + f " r
;- r « a ay a - Q
4 FfY 1C PAD r - t 4n
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1 .4 f ' 3- 79 J�
;13 93 TC
'3 Tc
24 r 13.53 i f 1: S.-3
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• 11 TCis-^o 5'R • - 79 TC
3 7� LINES ON 3 CENTERS - - - t �- 73.28 -
1k 8.
13.68 _ _ f
% 1500 GAL I T - - - - - - - - - - -
SEPTIC TANK J 6 R
12.
tlJ�l I I i 1295 t
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12-3? / I'ROPOSm,
1NFTLTRATION BASIN
c BORING I TOP 9.95 .' t I IB-2 I BOT B.DD
.}
PROPOSED *RLTRATION 5
STOP SIGN 24 _ I 8ASft #2 j 12-3' 9.97
1 50 TOP 5 95
r.� Ts.?4 11.00 807600 9.97 PROPOSED INFILTRATION 1 '
1LIAM1.00 c - n-e BASIN /2
1OR I=WR �c.44 1D- *09'45"W 250.00' aecr
_ NLL'p
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PROPOSED
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I
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- 6
\feu PORTION OF t5LAM0 To BE
REMOVED
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SCALE: 1' = 20'
VARIES
k �.
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a4M SECT IM
NTS
N/I` N ! " 6.tz
TW AND W AT KI-6�G, LLG� ■
PARCEL I
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DD. 005. P6..4I2
P.O. G, 51- WIM5
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5 7/8"
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12' •
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•
3000 PSIS i\\�j\��\�/•`i -'
CONCRETE
STAADAFID CILM AND GUTTEF?
NTS
CU;�RITLCK
.. _ALBEMARLE` COUNTY
.-- SOU1V'D------------ MFM©R
GE
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A � �FI.4WK KrTTY SOUND
HAWK SITE
ILL DEVIL K.H. POST OFF
Ht SOUTHERN
SR 1 SHORES
`-VA-D nE�RAiL DUCK RD.
KITTY HAWK FISHING PIER
ATLANTIC OCEA-V
VTCINTY MAP
NTS
F�� A.�,I
NTS
12'
44M =
ces rn
V-0"x1'-6'x.080' ALUMINUM HANDICAP PARVINC ,
PARKING SIGN. SIGN TO READ "RESERVED El
w
PARKING" WITH IDENTIFICATION SYMBOL,
BOLTED TO STEEL TUBE WITH 3/8' CADMIUM r
PLATED BOLTS, NUTS AND WASHERS-
101"11A'_'IJ
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IS�50
1 CN
CORNER RADIUS: 1-1/2- (TYPICAL) z
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8" ABC BASE
PARKING SPACE AREAS
" 1-1 PAVEMENT
6' ABC BASE
��PA WJYG �C',�IITAAL
NTS
NOTE:
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.
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i
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT ULOCO
(800-632-4949) TO LOCATE UNDEFGROUNO UTiLT!ES_
2. ALL STORM SE*EGS SHALL BE RCP PLACED IN AC URGANCE WITH
i4A_ UFACT PER'S IrISTALLATtON PFACT CES_
3. INLETS SHALL BE CONSTRUCTED PER NCOOT 840.
4 ALL OPEN P'PE ENDS Sr1A'•-L FIF FITTED WITH A FLARED END SECTION
OF THE SAM-t- WALE` LAL AND SIZE_ END SECTIONS AND FLUMES SIiA.LL
EE P ,.,�E._-� W'7H TEN Cuv.0 FAT or CLANS -A` R?-FaP, PLACED
t71rtL'�E INCHt'S IN E1FPTi-f.
5. tt`i` T LLB diC`"j a i = U - N-ACEME€ T MEA'SUPFS SPALL BE IN
l ia7rL�lfa= c *i.i1 ,rlL FL -AN AND RE+J t!#-t1.tLhFS 5 'PLiiAfLo tsY THE
Lla �.IN >_%f h�; E'� f4 .ti�� F ��: I�tis}irF r j!:►
-- IS []iFc. Tc ] IG Tr#F
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B. TI-. F-IN-RACTCR RS PFSrLaC';LE FOR CDMPL i-V4CE W--TIE RI i,U�aT't3�ti5 \�% - - - - - --� - - - - `r
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TL"hm CIJ-"t- cam. l.o V� ff1 /YiI.M 2-
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_
O -S OPF5 AND GPA,0:r#G SHLAIL BE IN W::!-! THE
10_ ASt� W vCH A_- o Bz FiL _D _,ri.;i_L Est RA'St"r FN COMPAL;Ev{� •
_ __ R y
cN; -� ;'E'er !wiT, r:� E" D 8 kr{_!^ES iN FJ`PTH_ FI1 ls.ia i -4_ !
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PROPOSED wFur% i om �
EvA5i1i /z
SJP S+C.ri T p 995 2 ;. LJo
;
1 E}tiT='�A 5r �L'. B C ?V--;c-tC't tL:t h�l�Rr. ►RFi �i R �'i_LB t1kaC'E ROLES _ i
SEC':Oti 15 Nr_.-:. I SA 19OO E-'-FECTNS JAN_ 1, 19�+9, AND TI!E LAKE COU. 1+ - w. A m 701.
-
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: R
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2. ;F:r 4'1`�". OF ryE
E---rti;!CkAL S-r*:C SYSTEM 4'rOP= � TCl ;H,S PLAN > _ -_- �_ +� -_ v � =
€S THE RES�3'vS9:L� OF TIHE PERMIT HOL-CER OR +-itS ASS *'_F_S_
k s•
l
3_ r:E54GN iS FIR A DmNK W:- ! 12 E+4PLCY=ES
{16 EVPL`.�,YEES APE USED FOR DESfGN i `O* CA_- CLiiATi{)�i5).
(16 EsA�'LG}EcSi • (25 4150 GPD LTAR = 1.0 GPD/SF - - - - - s
RcQu'iR 0 DRA NLVNE _ (&0' GPD) (1.0 GPG-/SF) / (3 SF/LF) r 133 LF _ .` �' y: :; - - - - - - _ - -
1 i 34 4F; i (`:.5) = 3C-D L- =
too.'.
4. ALL DiS.-URB `D 5vi . SH:.LL BE S i 7;Li ,1. AS SOON AS POSSIBLE BY Glvu:;Nv
y PrklP(35F7
AND SEE:
65.7 - - - - - TRAFFIC STkIP,NG
5. ALL UAUjHOLE RISERS ;rirALL BE TF .71 :C RATED PRECAST COr CR=, L A-E`RT GHT, y
CONFORM TO NCDENR CODE 1SA NCAC 1SA-1954, AND BROUGHT TO FINISHED � w
O=fl;f�---
/� �• - _
AEL
PO"ON OF MLMD TO BE W
CEMPIffin AMD ST"MATO? PLAN
SCALE: 1' 20'
y J
J oo Ncrr Er}�
FOC
STOP 5! j Frx STriP 9
-n�-"
3:1 4-Y. (NO SOD)
WHERE PAVEMENT
IS CURBED
ASPHALT PARKING LOT
-
-1}_'E J
VARIES 1' MIN
TE',!P'44gl ' POCL
ELEvAiai;th VARIES ELEV. VARiES (SEE PLANS)
NTS .
E« ;
,- _i
dyip-
FINAL DRA 1,11NG
NOT RELEASED.
FOR C0iNQwTRUC424hTl0N
JUN 3 0 2005 11111,
ivy-WARO 4 �Qa SEAL.,
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CEO:'Ea �_^ t j �! EN �`�! =R
3.
TrVO e�F, }'-1')tiE5 1 ? vE P Ai_FO PS Frrt +ED Ti' THE E�r4 `etir�
4.
Fi?i'M5 AE C,StD 0F7 Tim CLZFj_) - ;I_jN C..F THW BO!'Ti)'AJ SL.xB
5.
IF RE!NGr CC�NCRt;t PiPE IS SET IN BASF SLAB OF BOX, ADD TO BASE AS SHOWN
ON B43.00-
6
STONE T CG�.S :..:. � R C'�BC F� O. Fj�J �3'a TOr:E C^v.#,:�.'+E3 Ixi A Prs�
OF PORt,- ` F ABRiC SHALL BE PLACED AT EACH WttP HOLE
7.
ALL OR=ip ' F-S Cr-.ER 3'-6' IN 0FarH 77 BF PROVIDFD W'TH STEPS 1'-2' ON CENTERS.
STEPS SH-_L BE IN A.CCCRDANCE WITH STD. 840.E6
CONCF _T17 DROP LNIET Co
NTS APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGENIENT MwsSION .
Dil/I" OF WATER QUALITY
DalW + 8 cos
st°"wawpa" oS'oc3f-
Y
(r
CLM DTP F Er AND AlANIOLE NOTE
18' CURB do CUTTER
1. MORTAR JOINTS 1/2' } 1/8' THICK,
W/ FLARE TO MATCH
'
GRATE
1 2. USE CLASS 'B' CONCPE's E THROUGHOUT.
X
X 3. USE FORAMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
• _
4. USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH
THE PEOU!REMENTS OF SECTION 840 O THE STANDARD
3
SPECiF"CATIONS.
I S. tF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX,
ADD TO SLAB AS SHOWN ON STD. NO. 840.00.
i 6. INSTALL (2) 1- WEEP HOLES AS DIRECTED BY THE ENGINEER_
7. FOR 8'-0" IN HEIGHT OR LESS, USE 8' WALL
8- CONSTRUCT WITH PIPE THROATS MATCHING.
9. USE TYPE `E', 'F' AND G' GRATES UNLESS OTHERWISE INDICATED_
Y
PLAN
10. CHAMFER ALL DPOSED CORNERS 1'.
RIM ELEVATION
FPA.YE DT8 HOOD
N
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�';C_' CURB
Z a S YAMS Q'
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INV.
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SC.&LE.
1 it -- 20
SHEET:
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SECTION Y-Y