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NOTES:
,/• i ' 1. DEVELOPER: GRAVEYARD OF THE ATLANTIC MUSEUM COMITTEE
r0_ -✓ P.O. BOX 191
�\ \` HATTERAS, NC 27943
(919) 986-2995
,58.�• \ \ 2. ENGINEER: QUIBLE &ASSOCIATES, P.C.
P.O. DRAWER 870
�•�86 40 \ \ KITTY HAWK, NC 27959
' \ - (919) 261-3300
�U\
3. PARCEL AREA: 304,920 SOFT. (7.00 AC.)
'. - 4. BOUNDARY INFORMATION,INC.DAT TAKEN FROM SURVEI' BY BARNF7TE INTEGRATED LAND
/\ 69 �'� ' � DEVELOPMENT, INC. DATED 3/22/96.
4. WETLAND INFORMATION TAKEN FROM WETLANDS MAP PREPARED BY QUIBLE &
ASSOCIATES, PC, DATED 4/l/96, CONFIRMED BY U.S.A.C.OE. ON 4/9/96.
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IStormwater Permit No Sul? 97 6 4-67
_ BEFORE YOU DIG
NATIONAL PAR< SERVICE
GRAPHIC SCALE
( IN FEET )
I inch = 40 ft-
CURbE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C1
101.12'
97.15'
52.69'
93.46'
S75'22'23"E
55'02'49"
' C2
250.00'
72.39'
36.45'
72.13'
N85'23'46"E
16'35'23"
C3
400.00'
37.77'
18.90'
37.76'
S89'00'51 "E
05'24'37"
C4
50.00'
64.62'
37.71'
60.21'
S54'41'43"E
74'02'53"
C5
215.00'
19.18'
9.60'
19.18'
S15'06'56"E
05'06'42"
C6
66.12'
71.41'
39.64'
67.99'
S71'57'27"E
61'52'41"
C7
285.00'
82.52'
41.55'
82.23'
N85'23'46"E
16'35'23"
C8
365.00'
34.47'
17.25'
34.45'
S89'00'51"E
05.24'3S "
NOT FOR CONSTRUCTION. RELEASED FOR PERMITTING ONLY.
LEGEND
O
- PROPOSED STORMWATER OVERFLOW INLET STRUCTURE
(SEE TECHNICAL SPECIFICATIONS FOR DETAILS))
- PROPOSED NCDOT CLASS A EROSION
CONTROL STONE
(SEE DETAILS THIS SHEET FOR DIMENSIONS)
- PROPOSED SPOT ELEVATION TYP.
( )
RECEIVED
WASH RECEIVED
OFFICE
e'
- PROPOSED CONTOUR
APR 0 1 1997
-EXISTING CONTOUR
D. E. M.
y
- PROPOSED FLOWLINE
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COMMISSION NO.
P93063
DESIGNED BY
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CHECKED BY
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ISSUE DATE
3/26/97
SHEET NO.
C3
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IN FEET
_ 1 inch = 50 ft.
I
U I 1/4' RAD. 1 8- [-CURB LINE
CAW,f :7i FINISHED GRADE in I I IF-3/4" RAD.
N rar.
a' E SAµ\ S FINISHED PAVEMENT
ATLANTIC OP
OCEAN N CURB and GUTTER
H ATTERAS o SID AUK FLUSH WITH
ASPHALT •� ASPHALT. (DROP CURB) -
SITE ,
PAMLICO z TOP OF CURB and WALKWAY 8. RAMP TOP OF WALKWAY and ASPHALT
SOUND CURB TRANSITION i .TYPICAL VERTICAL CURB DETAII.
b� •... •GUTTER ana
U.S.N.P.S.
SECTION A -A
VICINITY MAP (NTS) WI�ELCHAIR RAMP
® WALKWAY
ILTA.
DRAWING FILE:
ELEV. VARIES SEE GRADING PUN
SEE DRAINAGE PIPE OUTLET DETAIL &
CONCRETE FLUME DETAIL THIS SHEET
FLUME AND EROSION CONTROL STONE
SAND ROAD
SECTION A -A
cow. (3000 Psl)
C(RD. FLUME (SEE PLAN FOR SLOPE)
fi 5•
/ '
- 7.5 I ' ,I 'I
NCDOT CLASS A FYTER I
NCOOf CLASS A ERbSDN CONIR0. STONE EROSION CONTROL STONE ( �
PLAN SECTION B-B
CONCRETE FLUME DETAIL
N.T.S.
2" 1-2 ASPHALT
111111131114
o fzwwT - at• ua
i
f aOI- - - - EX15TING PAVED PARKING
14
\ I
\\� C4 I I
1 I l
N.C. DEPT. OIL TRANSPORTATION
E&SIT)NG PAVED PARKING
C5
DO
/ J
DRAINFIELD AREA
-
�� IR ACTIVE
IV.4
1USW 9. IO' ,•, •' �- -r-_ - ` , I _ Mi' - / / - _ ry O /
B, - �` \ - T B' _ -----�------ •--` �`/ to
S66'02'"s Il \ -
370.00' - N - - - - -
47W
• ('FRTICAL s " - ? `A ^ - EXl,5TlNG PAVED ROAD \ PAW SERVICE RD. - be, pW
CURB(C�.�--------- ---'_-_ _
------ T3� 33.50 - ---_ ---
- / \ca�maesD&OV S 4'14"W 62.50' t- S�2'06'45"W �, / \ - - - , " - - - - - - - - - - - -
ONE
-/ a
SAND ROAD '-�✓/ /� `IC\ - - ��---------- % - -
/ APR 1
EX/57/NG PAVED PARKING
- - - - - - - - - - - - - - - - - - - - - - -
F-7 L _ J
1�
F1NR➢ PIPE ETD
(POLYETHYLENE)
ADS
SEE PLAN FOR PIPE Sl1WE/
(POL�YETNY�LENE)E '.
NCDOf CUSS A
ERC" CwnwL STCNE
UNITED STATES COAST ISUA
N07'ES•
i 1. DEVELOPER: GRAVEYARD OF THE ATLANTIC MUSEUM COMITTEE
P.O. BOX 191
�\ \` HATTERAS, NC 27943
(919) 986 2995
�• i \ _ 2. ENGINEER: P.O. DRAWER S8 COIATES, P.C.
�. 40 \ KITTY HAWK, NC 27959
(919) 261-3300
3. PARCEL AREA: 304,920 SQ.FE (7.00 AC.)
4. BOUNDARY INFORMATION TAKEN FROM SURVEY BY 13ARNETTE INTEGRATED LAND
DEVELOPMENT, INC. DATED 3122196.
,` 4. WETLAND INFORMATION TAKEN FROM WETLANDS MAP PREPARED BY QUIBLE &
\ . \ ASSOCIATES, PC, DATED 4/1/96, CONFIRMED BY U.S.A.C.O.E. ON 4/9/96.
" i \
\ ` `• \ \\ AUSTIN HARBOUR'
5C6
GRAVEL ROAD ••� \� �/^
DEFT. OF TRANSPORTATION _ ��•/
//•
1 N p6 s C7 \ \ / ��•\�Pll
. i
ki 1 �38 4g• \ ` / \ saw L°/
1 C2 �•� \ "4541
WETLANDS
REA = 28.217 S.FT. , \` \ '�,•� \\ •�,,�"' \•• ' \�
MCW, CUM A ENafiDF CONTROL STONE SECTION A -A
PLAN
DRAINAGE PIPE OUTLET DETAIL
N.T.S.
NATIONAL PAW SERVICE
GRAPHIC SCALE
( IN FEEL' )
1 inch = 40 ft.
CURVE
RADIUS
LENGTH I
TANGENT
CHORD
BEARING
DELTA
Cl
101.12'
97.15'
52.69'
93.46'
S75'22'23"E
55'02'49"
C2
250.00'
72.39'
36.45'
72.13
N85'23'46"E
16'35'23"
C3
400.00'
37.77'
18.90'
37.76'
S89'00'51"E
05-24'37"
C4
50.00'
64.62'
37.71'
60.21
S54.41'43"E
74'02'53"
C5
215.00'
19.18'
9.60'
19.18,
S15'06'56"E
05'06'42"
C6
66.12'
71.41'
39.64'
67.99'
S71'57'27"E
61.52'41"
C7
285.00'
82.52'
41.55'
82.23'
N85'23'46' E
16'35'23"
C8
365.00'
34.47'
_ 17.25'
34.45'
S89'00'51"E
05'24'37'
NOT FOR CONSTRUCTION. RELEASED FOR PERMITTING ONLY.
LEGEND
a
- PROPOSED STORMWATER OVERFLOW INLET STRUCTURE
(SEE TECHNICAL SPECIFICATIONS FOR DETAILS))
- PROPOSED NCDOT CLASS A EROSION CONTROL STONE
(SEE DETAILS THIS SHEET FOR DIMENSIONS)
/-
- PROPOSED SPOT ELEVATION (TYP.)
s'
- PROPOSED CONTOUR
- - R- -
- EXISTING CONTOUR
- PROPOSED FLOWLINE
OS.�
KnnN
00
_n
000
_
o
OL
COMMISSION NO.
P93063
DESIGNED BY
VIEW
DRAWN BY
VEW/DSN
CHECKED BY
EJV
ISSUE DATE
3/26/97
SHEET N0.
C 3
OF 8 SHEETS
0
z
0
W
Ir
O
z
4z: