SW7951008_APPROVED PLANS_20061128

PERMIT NO.
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
YYYYMMDD

i
The
Y
x
H
z
Hatteras Village
11"".
GEAERA L .VO TEN
1. DEVELOPER: PALEY / MIDGETT PARTNERSHIP
P.O. BOX 250
HATTERAS, NC 27943
[phone]
OWNER TIDEWATER INN MANAGEMENT
3600 PACIFIC AVENUE P.O. BOX 718
VIRGINIA BEACH, VIRGINIA 23451
[phone]
ENGINEER: QUIBLE AND ASSOCIATES, P.C.
P.O. DRAWER 870
KITTY HAWK, N.C. 27949
2. PROPOSED: BUILDING, PARKING LOT .ROADWAYS, WATER DISTRIBUTION LINE, SEWAGE COLLECTION SYSTEM,
AND WASTEWATER DISPOSAL SYSTEM.
3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE FOLLOWING MUST BE OBTAINED:
a.) SOIL EROSION & SEDIMENTATION CONTROL PLAN APPROVAL FROM NCDEH & NR, DIVISION
OF LAND RESOURCES, LAND QUALITY SECTION.
4. PRIOR TO ANY WORK ASSOCIATED WITH NOTE 2, THE FOLLOWING MUST BE OBTAINED:
a.) STORMWATER MANAGEMENT PLAN APPROVAL FROM NCDEH & NR, DIVISION OF
ENVIRONMENTAL MANAGEMENT, WATER QUALITY SECTION.
b.) WASTEWATER DISPOSAL SYSTEM PLAN APPROVAL FROM THE NCDEH & NR,
DIVISION OF ENVIRONMENTAL. HEALTH, ON SITE SEWAGE BRANCH.
d.) WATER DISTRIBUTION PLAN APPROVAL
FROM THE NCDEH & NR, DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION.
5. THE DATA ON THESE PLANS IS BELIEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATION, TYPES,
AND DIMENSIONS OF THE EXISTING U77LI7ES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS
FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED. WORK MAY CONTINUE UPON
ENGINEERS NOTICE TO PROCEED.
6. -GENERAL CONTRACTOR IS RESPONSBLE FOR RAISING, LOWERING OR RELOCATING EXISTING UTILITIES
AS NECESSARY TO INSTALL THE PROPOSED IMPROVEMENTS AS SHOWN IN THESE PLANS.
for
HA tteras
SOLT S
'kill
\
__-
Psley - Midgett Partnership '
7
404 WETLANDS LINE
(TYPICAL)
r
^ , IL \ -AL . l TSACHS LAIR MARINA
v ILL
a:L
,I,-
��J WETLANDS
"
1 I. `
A UST CREEK ' 4
0111
JIL AL
ti
' WETLAND 5
Alk
P
; WETLANDS ,`O S /
r i
`b a '. 404 WETLANDS LINE I
, (TYPICAL)
IL
HOTEL PARCEL PROPERTY ��ro
LINE RUNS ALONG 404
,L 1 WETLANDS LINE
0
1 0�%
Tidewater Inn Manaprmnt
( The Inn • Hatteras Village)
T
D C Sl'R y
Paley -- Midgett Partnership (4.386 Ac.) .SWE7711TU.
{ 4.927 f AC. ) t j / / C1
( Not A Part) w C2
C3
�h��� C4
C5
Na615 �C6
C7
CB
i
i
_ I
N.G 12
r
GRAPHIC SCALE
100 0 100 200
imm 61!�
( IN FEET )
1 inch = 100 M
NOT FOR CONSTRUCTION
UNTIL APPROVED BY
APPROPRIATE STATE AND
LOCAL AGENCIES
i
A.AA T DUX
COVER SHEET
SITE PLAN
GRADING AND DRAINAGE PLAN
SEPTIC / PUMP TANK DFTAILS
LOW PRESSURE PIPE DRAINFIELD DETAILS
WATER MAIN EXTENSION DETAILS
SOIL EROSION & SEDIMENTATION CONTROL PLAN
STORMWATER MANAGEMENT PLAN DETAILS
Quible and Associates, P.C.
ENGINEERS * ENVIRONMENTALISTS * SURVEYORS * LANDSCAPE ARCHITECTS * PLANNERS
P.O. DRAWER 870
6 JUNIPER TRAIL
KITTY HAWK, NORTH CAROLINA 27949
PHONE (919) 261---3300 FAX [phone]
FILE: 95029R01.DWG
PLOT SCALE 1=100

J
i 11c \
I
/ 5
SHORELINE 6-26-95 —�
404 WETLANDS, 1
61
S 15'08"
PROPOSED
(64 SQ.rr. MAX
20' N1CH AIAX.)
1
itc
EXISTING 30.75'
c>>=I�1Fr�ler /
EX.6 -WM
Mr.
-� 14,52'
IqLL
lktLL
" / c
404 WETLANDS
�V
a11l� GQ2 `II. �0�°
Y�W.
.I, ' z sp 4+i'eYr't , r �. K,•�r �� '� 4i�y - �;.�r _ rll I
��rv, � � �-„'� �,yh i .�• ,, . °4 �' .: �"" �� � ,may'y.9F �S`;� . � d '� � �' � Ci .� s'.;;
HOTEL PARCEL PROPERTY / 1 �° ��� ' s' y} y a9 �b y • F F 4 44� F J `T h f * ra ' i% 4 �'' i rZ. i I !
LINE RUNS ALONG 404
.� `I !' _#`, -rt ,j T 4� -.'rvy . YM.,� �"'r�'.�}%-1� �� ' �T �T � �hF �V - f s �a S % � �', S• I I f
WETLANDS LINE
s yO+, 49. i rt ,sF rr� �• F F } r �I �' r r, »i .ft : '-iy - .�.'- I I
' � , � ,;(L "� f. -.C'FC g'� ?'. I ITS �'.'��`' •S4
' ,- `'� '� ask` _ <•;, '� � 4 i; '4 / �
�• \�' + �4jv� ..yy}�s�'�},},�r�' ��: .�3 W�� �i �.. ` .ems y -vt ,�+�{£`_� I � l � 1
J F r k
6 C2 Q } \ o f �� i e° -;' N� •i 3t7. r }� k x 4 x I I I / I I I 1029
404 WETLANDS ;
LINE TYP .
''� �Q1-�o��\aU ��bp 1 �`- ; �„ � �n� �� • �-:�, i .,:� �.1• '�.�, ���ty ,� �,ta.. ,' / � I
NIYU-��r 14� ' '�• I I
/� �--• t-z �.,,t j s}, .w` 3=,4,� �5x� � O ii}t } F�-#J},± , / /, r4 % ''
_ �,� s p� CP , � 4'� •� t � 't I
y 90• o Q°� 1d �+ s'M1 v�y'`% ' �r C ' �4g / / , / / 1
RUN 3 POOL BACKWASH ��`
LINE 24` BELOW 2" W.M. ,O9'0 �9
_ �'�� • Off, � F`
NOW OR FORMERLY
PALEY-MIDGETT PARTNERSHIP
PALEY-MIDGETT TO GIVE TIDEWATER INN MANAGEMENT
CROSS EASEMENTS TO UTILIZE PARKING SPACES 94-1 12
BEFORE YOU DIG
CALL TOLL FREE
,I 1-800-632-4949
U L 0 C 0
IF
MOTE:
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 DIMMSIONS 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: 95029P1.DWG
,sl ..r rn.• r_ . 4...•
ate+
41
75
ry •� 4 E 'If S' •Y' �4Y 4:✓.JfF fj is �.(y
�3y C��' , �'1y!S'+�' x� :�„ ' i1r ' `i.y ' ��'^' ,`s `s,} s�ryk"�,#(F�Y�..'.J' � \ �$ '�• I
� 30 • To �/
�i
4 � � 10
b \ \\\ \� �\ \Ny \ \ hn�• /,
1� � � .I x '� \ \ .p �\ B•
J /
F,
rj*
\ RL s• tiT � �s
USED
\ \ \ `\ \ FOR FUTURE IRRIGATION
\ \ \ \ \ \ \ \ \\ ?A� �' LINE FROM WELL
IN
tit
1�1,y
ON
��` �. / ��°� �' /• � � `ems ��9 � b �
/ G�
� c;0 /
DETAIL
P"
GRAPHIC SCALE
40 0 40 e0
`�
IN FM )
/
I inch - 40 fL
CAPE HATTERAS WATER ASSOCIATION NOTES:
1. THESE WATER SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THESE PLANS, AND THE STANDARD, WATER SYSTEM
SP CIFI ATION OF THE CAPE HATTERAS WATER AS5 CIATION.
THE ENGINEER WHOSE SEAL AND SIGNATURE APPEAR BELOW CERTIFIES
THAT THE STAN ARD SP C FICAT30N OF THE CAP H TT RAS
WATER ASSOCIATION HAVE BEEN THOROUGHLY CHECKED AND ARE
APPLICABLE TO THIS PARTICULAR PROJECT. NO EXCEPTION TO THE STANDARD
SPECIFICATIONS ARE TAKEN.
SEAN C. BOYLE, P.E.
2. PRIOR TO COMMENCEMENT OF WATERMAIN CONSTRUCTION, THE CONSTRUCT-
ING COMPANY'S FOREMAN/SUPERVISOR SHALL MEET WITH THE DISTRIBUTION
SUPERVISOR FOR THE ASSOCIATION. THIS MEETING WILL BE SCHEDULED AS
EARLY AS POSSIBLE BUT IN NO CASE SHALL IT BE LESS THAN 72 HOURS
PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE FOLLOWING WILL BE
COVERED:
A. PLANS FOR THE ADDITION WILL BE REVIEWED.
B. A CHIEF INSPECTOR WILL BE ASSIGNED WHO WILL BE THE CONTACT
PERSON FOR THE ASSOCIATION WITH THE COMPANY FOREMAN/SUPER--
VISOR.
C. TENTATIVE CONSTRUCTION/COMPLETION SCHEDULE WILL BE ESTABLISHED.
3, THE WATERMAIN INSTALLATION CONTRACTOR IS RESPONSIBLE FOR LOCATING
EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK PRIOR TO ANY WORK.
PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION IF UTILITIES ARE
TO REMAIN IN PLACE.
4. RECORD DRAWINGS, WHICH REFLECT "AS -BUILT" CONDITIONS, WILL BE SUB-
MITTED TO CHWA PRIOR TO FINAL ACCEPTANCE OF UTILITIES BY THE CHWA.
THESE DRAWINGS WILL ALSO SHOW A WATER LINE MAINTENANCE EASEMENT
(TO BE GRANTED TO CHWA) FOR THE 6-INCH MAIN TO THE VAULTS.
5, EACH PARCEL WILL HAVE A PRIVATE ON ---SITE WASTEWATER TREATMFNT (SEPTIC TANK)
AND DISPOSAL SYSTEM (NITRIFICATION FIELD).
WIDTH VARIES
SEE PLAN (OPTIONAL)
PRE --CAST 6"H x 9"W x 61
CONCRETE WHEEL STOP (TYP)
2" 1-2 ASPHALT
0 0 O 0 0. g 0 0000 0 O o 0 0 0 o
p o p e p .e p . � o � o Q o. pp"� eo 00e Q0
ABC STONE
COMPACTED SAND SUB -BASE
PA YEVENT CROSSF SECTIO)v
N.T.J.
ANCHOR RODS TO BE #4 REBAR
EXTENDING THREE FEET INTO GROUND
NOTES:
1.
SITE ZONE C-2 - DARE COUNTY ZONING
2.
HOTEL PARCEL AREA = 191,042.23 SQ.FT. (4,386 AC.)
3.
NFfP ZONE AE (EL 6) SUBJECT TO REVISION
BY F.E.M.A.
4.
PROPOSED: 72 ROOM HOTEL, WITH 2-BDRM
EMPL APT..
5.
PARKING: 72 ROOMS 0 1.5 SPACES/ROOM =
108 SPACES
2 BDRMS ® 1 SPACE/BDRM =
2 SPACES
6 EMPL. 0 I SPACE/EMPL =
2 SPACES
112 SPAM RFO'0
1T2 SPACES SHOWN
6.
TOTAL LOT COVERAGES:
-PROP. BUILDING and COVERED DECKS
24.538 SO.FT. 12.84%
-PROP. ASPHALT, CONC., & PAVERS
51,313 SQ.FT, 26.81%
TOTALS
75,851 SQ,FT. 39.70%
7. SEWER: BUILDING TO BE SERVED BY ON SITE SEPTIC / PUMP TANK
AND LOW PRESSURE PIPE DRAfNF IELD DISPOSAL SYSTEM.
8. WATER: BUILDING TO BE SERVED t?Y CAPE HATTERAS WATER ASSOCIATION,
9. ELECTRIC: BUILDING TO BE SERVED BY CAPE HATTERAS ELECTRIC MEMBERSHIP CORP.
10. SOLID WASTE: DARE COUNTY PURLC WORKS
11. ALL ELEVATIONS SHOWN ARE NGVD - 1929..
12. SIGNAGE TO BE IN ACCORDANCE WITH THE DARE COUNTY ZONING ORDINANCES.
13_ LP GAS TANKS TO BE BURIED AND CONFORM TO ALL STATE AN LOCAL
REGULATIONS.
NOT FOR CONSTRUCTION
UNTIL APPROVED BY
APPROPRIATE STATE AND
LOCAL AGENCIES
LEGEND
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED BRICK V R1C PAVERS
(SEE ARCHITECTURAL PLANS)
er WIC
PROPOSED WATER MAIN
(SIZE AS NOTED)
><x�orm
EXISTING WATER MA114
(SIZE AS NOTED)
PROPOSED SPOT GRADE
$
PROPOSED CONTOUR
(ELEVATION AS NOTED)
x 3.65
EXISTING SPOT GRADE
--�
DRAINAGE FLOW ARROW
PROPOSED PARKING LOT LIGHT
(SEE ARCHITECTURAL PLANS)
PROPOSED FLOOD LIGHT
(SEE ARCHITECTURAL PLANS)
L
7
0
w
a
h
r„
_j
U U
Q N ujLncn
Li
,,••+Ij+++���+iu�',0
x F-
I (p��C,0
l+J U Z i L
ko
m V7 pZQOZOU51
¢a —UWz0
W Ix
a w ow: w O m
Qo za10,awz�a
�w��tn
xa oOfo0QooLJ
C
.EZ¢Z♦—Z�,,so
a as
U j_ U O
J
z o �mc�Q�m3
a`�a ao�
0
z
0
0
6
a
LAJ
N
z
O
w
Q
L
�
�
N
—
O
LL,1
0-
w
a
a
a
L0
O
\
�
04
rn
a,
up N
Z
Uz
' 3
C x
W
�
o
�
txl3
a4
a
Er
cyjLd
v1
z
0 z
•
<<
o
3
�
di
C
c�
W
�
A
rn
W
,,... z
z
0
.0 b
Ld
LLJ
z
COMMISSION NO.
P95029
DESIGNED BY
T.I.M.
DRAWN BY
DSN,SCB
CHECKED BY
H WG
ISSUE DATE
10/17/95
SHEET NO.
OF S SHEETS

(-3

C- �