SW7060117_APPROVED PLANS_20070627

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

OR: HATCHELL CONCRETE, INC.
PO BOX 2405
MANTEO, INC 27954
2. THIS PLAN REPRESENTS PARKING MODIFICATION TO THE PREVIOUSLY APPROVED
OASIS HOTEL SITE PLAN. THE EXISTING FEATURES AT TIME OF SURVEY ARE SHOWN.
3. PROPERTY DESCRIPTION: LOTS 1-2 AND UNNUMBERED PARCEL, PAUL L GRAY AT
POND ISLAND SUBDIVISION. LOT RECOMBINATION IS REQUIRED PRIOR TO
OBTAINING BUILDING PERMIT.
RECORDED IN: D.B. 1172, PG. 183 AND D.B. 1403, PG. 78
DARE COUNTY PIN #s: 0709 05 18 6894 AND 0709 05 18 5724
PROPERTY ADDRESS: 7710 AND 7722 VIRGINIA DARE TRAIL, NAGS HEAD
4. PROPERTY IS LOCATED IN A F.I.R.M. ZONE AE 9'
COMMUNITY PANEL NO. 375356 0011 D
DATED DECEMBER 20, 2000.
(SUBJECT TO CHANGE BY F.E.M.A.)
5. AREA - 58,840 SF (1.35 ACRES)
6. COVERAGE:
EXISTING BUILDING: 8,064 SF
HVAC DECK: 459 SF
EXISTING WOOD WALK TO REMAIN: 153 SF
ADVANTEX SEPTIC SYSTEM: 252 SF
PARKING: 10,843 SF
POOL DECK: 2,882 SF
POOL HOUSE: 288 SF
SIDEWALK: 399 SF
WOOD WALKWAY: 526 SF
COVERAGE WITHIN 75' AEC:
EXISTING BUILDING: 5,505 SF
HVAC DECK: 459
WOOD WALKWAY: 679 SF
(NOT COUNTED IN CAMA COVERAGE CALCS)
PARKING: 4,038 SF
POOL DECK: 2,818 SF
POOL HOUSE: 262 SF
SIDEWALK: 399 SF
ADVANTEX SEPTIC SYSTEM: 0
PROPOSED COVERAGE: 23,866 SF (40.56%)
TOTAL COVERAGE WITHIN 75' AEC: 14,236 SF
TOTAL AREA WITHIN 75' AEC: 37,512 SF
PERCENTAGE COVERED WITHIN 75' AEC: 37.75%
7. CURRENT ZONING IS (C-2) GENERAL COMMERCIAL DISTRICT.
8. MIN. BUILDING LINES PER CURRENT ZONING (C-2).
(COMMERCIAL)
FRONT - 30'
SIDE - 10'
REAR - 30'
9. ELEVATIONS SHOWN HEREON PER NGVD 29.
10. PARKING CALCULATIONS:
1.2 SPACES FOR EACH UNIT (17 UNITS) = 21 SPACES
1 SPACE PER 4 EMPLOYEES (4 EMPLOYEES) = 1 SPACE
TOTAL PARKING REQUIRED = 22 SPACES
TOTAL PARKING PROVIDED = 22 SPACES
11. AREA TO BE DISTURBED - 58,840 SF (100.0%)
12. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
BUFFERING. ALL REQUIRED BUFFER AREAS SHALL BE MAINTAINED IN GOOD
CONDITION SO AS TO PRESENT A HEALTHY AND ORDERLY APPEARANCE AND
SHALL BE KEPT FREE FROM REFUSE AND DEBRIS. THIS INCLUDES, BUT IS NOT
LIMITED TO, THE REPLACEMENT OF PLANTS DAMAGED BY INSECTS, DISEASE,
VEHICULAR TRAFFIC, AND VANDALISM.
13. ALL BUFFERING SHALL BE ERECTED, ALTERED AND MAINTAINED IN
ACCORDANCE WITH THE PROVISIONS OF THE TOWN OF NAGS HEAD
CODE OF ORDINANCES, CHAPTER 48, ARTICLE XIII.
14. ALL SEPTIC PLANS SHALL BE REVIEWED AND APPROVED BY THE DARE COUNTY
HEALTH DEPARTMENT PRIOR TO ISSUANCE OF A BUILDING PERMIT.
15. ALL UTILITIES ARE TO BE PLACED UNDERGROUND. NO UTULITIES SHALL BE
LOCATED WITHIN 30' CAMA SETBACK.
16. ALL SIGNS SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE
WITH THE PROVISIONS IN CHAPTER 48, ARTICLE VIII OF THE TOWN OF
NAGS HEAD ZONING ORDINANCE.
17. THERE ARE NO JURISDICTIONAL WETLANDS ON THIS SITE.
18. STORM WATER FROM PARKING AREAS & BUILDINGS WILL BE DIVERTED BY
SHEET FLOW TO CURB AND DROP INLETS WHERE IT WILL BE DIRECTED TO
AN INFILTRATION BASIN.
19. BUILDING AND STRUCTURES NOT TO EXCEED A HEIGHT AS
SPECIFIED IN CHAPTER 48-407 (C.7) OF THE TOWN ZONING ORDINANCE.
20. CONTRACTOR SHALL CONTACT NC ONE CALL AT 1-800-632-4949 TO
VERIFY ALL UTILITY LOCATIONS.
21. BUILDING TO BE SPRINKLED IN ACCORDANCE WITH THE CURRENT NCFPC.
BUILDING AND SITE MUST CONFORM TO THE CURRENT NCFPC.
22. OPEN SPACE PRESERVATION/LANDSCAPING REQUIREMENTS PER TOWN OF NAGS
HEAD CODE OF ORDINANCES AND MORE SPECIFICALLY ARTICLE XIII.
23. ALL OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED AND MAINTAINED IN
ACCORDANCE WITH THE PROVISIONS OF THE TOWN OF NAGS HEAD CODE OF
ORDINANCES, CHAPTER 48, ARTICLE IX.
24. DEVELOPMENT UPON THE LOT IS SUBJECT TO THE REQUIREMENTS OF THE
COASTAL AREA MANAGEMENT ACT (CAMA) AND A CAMA PERMIT IS REQUIRED
PRIOR TO DEVELOPMENT AS DEFINED BY CAMA.
25. APPROVAL OF THIS PLAN ESTABLISHES A VESTED RIGHT UNDER G.S. 160A-385.1.
UNLESS TERMINATED AT AN EARLIER DATE, THE VESTED RIGHT SHALL BE VALID
UNTIL JANUARY 4, 2008.
l'-0"x1'-6"x.08O" ALUMINUM HANDICAP -�
PARKING SIGN. SIGN TO READ "RESERVED
PARKING" WITH IDENTIFICATION SYMBOL,
BOLTED TO STEEL TUBE WITH 3/8" CADMIUM
PLATED BOLTS, NUTS AND WASHERS.
CORNER RADIUS: 1-1/2" (TYPICAL)
4"x4" STYP POST
(2) 24" #5 REBAR PINS
B'x6" PRECAST WHEEL STOPS
6" REINFORCED CONCRETE
4-A.
°
B ♦ d e
a°
d
COMPACT SUB BASE J
STOP DETAL
NTS
vm
a
z
0
F
0
z
0
U
I
a 'n
co W
_0
-z
z W
0 W
n
z
z
0
U
0
0
z
HANIDrAPP®
PAAK/VG SW DETAL
5" 1" 1'-6"
NTS
5" CONC. OR
NOTE.
5 7/8"
2" 12 PAVEMENT
1.
REGARDLESS OF AGE, ALL ACCESSIBLE SPACES
SHALL BE IDENTIFIED BY ABOVEGROUND SIGNS
\
6" ABC BASE
1 1/2"
ONLY (SEE N.C.G.S.)
j
?"R
2.
NEW SPACES SHALL NOT USE GROUND -PAINTED
6„
SYMBOLS.
D ° 2"R °
3.
ACCESSIBLE SPACES ARE REQUIRED TO BE
12"
o p.
STRIPED OFF ONLY; BLUE COLORING IS NOT
" o
NECESSARY NOT REQUIRED.
\w
4.
ING I PAVEMENT; BLACK
STRILIG N(N
ON T PAVEMENT. CRD.OPT
5.
CONDITION 1: PEDESTRIAN PATH DOES NOT PASS
SIGN. CONDITION 2: PEDESTRIAN
3000 PSI
UNDER UNDER OR AROUND
CONCRETE
PATH GOES BY, UNDER, OR AROUND SIGN.
6.
STANDARD SIGN COLORS: BACKGROUND - WHITE,
LETTERING/BORDER - GREEN, FIGURE - WHITE ON
BLUE FIELD.
STAADAW C "AAD GaVE10
NTS
CANAL
D05T116
WOM WAYWAY
LAKW P0.ST DETAL
NTS
IRON ROD FOUND
IRON ROD SET
PK NAIL SET
CONCRETE MONUMENT FOUND
SPOT ELEVATIONS
TREELINE
SHORE LINE
FENCE LINE
RIGHT-OF-WAY
TELEPHONE PEDESTAL
UTILITY POLE
GUY POLE/WIRE
OVERHEAD UTILITY LINE
LIGHT POLE
FIRE HYDRANT
WATER VALVE
WATER METER
WATER LINE
PROPOSED DROP INLET
EXISTING DRAINAGE PIPE
WN" MAP
N.T.S.
-� PROPOSED LIGHTPOLES
.., +,. PROPOSED TREELINE
® STORM DRAINAGE PIPE
PROPOSED CONCRETE
PROPOSED WOOD WALKWAY
PROPOSED GEOWEB
STORMWATER FLOW ARROW
FLUME
-10- CONTOUR
SPOT ELEVATION
WHEEL STOP
y TRAFFIC FLOW ARROWS
v SIGN
HANDICAP PARKING SPACE
RIP RAP
SOIL BORING
N
SEWER VALVE
RIP -RAP
®�
DISTURBANCE AREA
ME
a
o
10
m
d�
o m Q
rn�N
0000m
`o
05 ryNm)
$ Z
U o
Q H
Q c rnZv.-
�M
0 12
E N
N ry m
-wx-�-voa
A t N
O
GE oa
E�ma'uN?
a0
n ln0� o x
L
!2Qti mm o.
m
Q i-aYdLL
LL C
F OJ Co ma
c48 REe!!SS.R
2
1n
Z
O
N
d'
m
Z
C>
O
U
Z_' W
g "WWW-
0
.,
_.� � � - _._ �_ � a � � � � -41�0 gym• ___ �L
PDTOSPORUM / °. d O
4 4
o
KIDDIE d.° ° d' ° c ^° °a G1J GFf.IC 'r7
'.d CAMA dJ°I'' -- ( POOL - d° N d IOd OPEN IFf.K � -
t d1K7FJD`I `�,,>� - < t e ,2 3 4 5 a ° e' 7-
PROPOSED-� u'
• POOI i- •--1.- 4 ° _ ° ° ° 8.0' < OPEN PECK ^ K TALL S'.f�NPJ6 -_
i t0.AcAo
a'.
PECK 27 ? ftaftft
r r r ;, •' OPOSED d e ° o-° - ° 6TORY \ _.. �... ,.
COOL
L �-r• r r r - ' - t B ILDING d d� STEEL RiMt£ �`-tT _ Ex16TM6 3
!; ° d ON oLTY.RETE AAD aLIUF� i \ WLGD 6AZEp0 Z O
s ° I ° °d 12 FFE = 9d
TUB ,a, l -.� SEE DRY HYDRANT O OT
nQ
r _ ✓S .- - _ DETAIL
°° a-------------- WLW WNJCWAY (/)
° PROPOSED : 6
_I FJE d d WHEELSTOPS d
d d
Z `d 22.0'.z I 20.0 �. ° \ - - 01 RIP RAP
O+ ° d ° 14 PROPOSED PARKING N ° 21 p2. \ `� \ N.OPIb RP RAP
UNDER STRUCTURE
2' PIA ,\
O I a - 16 17 18 19 20 cn - I �-AROUNDTURN
O t5 I
°d\ -
. Rr RAP
_ 7 SPACE ��;\ �� RP RAP
POST POR 1'R d d
I I AND GQJTRLL6 VB•tT - ° PROPOSED a d
O 8 ° ° ° jam\
- - - - - - O SCREENED ° _. a d. _ °d
A. S59'09'33"W 112.20'
d
- `; _
7
° d
. .
s 10'x70'SIGH7.cn
TRIANGLE (TYP) . PLACE NEW CURB /..
.PROPOSED .PROPOSED
SIGN. . DRY HYDRANT
/..BOLiARDS.
NGROT
°°
N
O
JLo
¢
0
Q
Y
O
O
AT EXISTING ENTRANCES J
PROPOSED..
.
.(TYP).
..
Ld
GRAPHIC SCALE
a
T,
1n
q
W
20 Q 10 2Q 40 80 . ..
US 641264
�
a
cn
Ld
In
.... ... .. ... ...... .................. .....
... ......bNOKtG�Wm1iR/W1... ..... ..... ....
... ... .. ...... ..... .. ... .....
/..
.... ...... .....
SCALE:
20
(IN FEET)..
°
-..-... ..... .....1 INCH _-20"FT: .... .................. ........ ..... .............
...... .... ... ...... .. ........... ..........
... _.. ..... .......... .... .................. .........................
........
SHE4 ET:
d
OF
d

I/ft ► /1 1 ..:
NOTM N.T.S.
1. OWNER: HATCHELL CONCRETE, INC.
PO BOX 2405
MANTEO, NC 27954
2. THIS IS A MODIFIED STORMWATER MANAGEMENT PLAN FOR THE OASIS HOTEL,
CURRENTLY UNDER CONSTRUCTION.
3. PROPERTY DESCRIPTION: LOTS 1-2 AND UNNUMBERED PARCEL, PAUL L GRAY AT
POND ISLAND SUBDIVISION. LOT RECOMBINATION IS REQUIRED PRIOR TO
OBTAINING BUILDING PERMIT.
RECORDED IN: D.B. 1172, PG. 183 AND D.B. 1403, PG. 78
DARE COUNTY PIN #s: 0709 05 18 6894 AND 0709 05 18 5724
PROPERTY ADDRESS: 7710 AND 7722 VIRGINIA DARE TRAIL, NAGS HEAD
4. PROPERTY IS LOCATED IN A F.I.R.M. ZONE AE 9', WILL BE VE II' ON NEW
FLOOD MAPS.
COMMUNITY PANEL NO. 375356 0011 D
DATED DECEMBER 20, 2000.
(SUBJECT TO CHANGE BY F.E.MA.)
5. ELEVATIONS SHOWN HEREON PER NGVD 88.
6. DEVELOPMENT UPON THE LOT IS SUBJECT TO THE REQUIREMENTS OF THE
COASTAL AREA MANAGEMENT ACT (CAMA) AND A CAMA PERMIT IS REQUIRED
PRIOR TO DEVELOPMENT AS DEFINED BY CAMA.
7. POOL DECK DRAINS ARE TO BE CONNECTED TO THE STORMWATER COLLECTION
SYSTEM.
of
IRON ROD FOUND
@IRS
IRON ROD SET
@exs
PK NAIL SET
ECAF
CONCRETE MONUMENT FOUND
12s4
SPOT ELEVATIONS
-
TREELINE
- - - -
SHORE LINE
-„-,-x-
FENCE LINE
- -
RIGHT-OF-WAY
e
TELEPHONE PEDESTAL
UTILITY POLE
GUY POLE/WIRE
OVERHEAD UTILITY LINE
���
$
LIGHT POLE
�(
FIRE HYDRANT
oa
WATER VALVE
❑
WATER METER
WATER LINE
w
®
PROPOSED DROP INLET
EL05rm
WCG9 WALKWAY
A.C146 EXKTIN6
mjy4 V
ME
{��•���� (TI'P) �..J �rr "�.i 8.00 8.50 rG 8.50 OFf1J DEf.K _� 0
L..J I� 6PEN DEf.7C _
LEVEL TRENCH e// OFf71 �'K ' = w U Z N o m m m
c "S WITH /5 STONE �- Q c w
O 24" DEEP
r r r DI 5a © © O © ow x- dmw�o
8.75 TC _ a
W.W8 . 91!'� Em°a'>uiN� vaQ£`
DI
Ass ' ' ,_ B. TC 8.03 TC W 7. 8�79 TC -�
DEVICE r r - 8. �„ 7.53 INV. 5 = W
. RIM 6.30 9
DRY INFILTRATION BASIN TOP 6.80 DENSELY INV. 85 r /
.• .R
o STORAGE 6.30 VEGETATED _
I.N BOTTOM 3.70 BOTTOM EAST - - - - - - _ W WALKWAY
WEST FACE = 8 50
ET FACE 7.68
WL
3" m 3'
6"
10-3/8" DIA. WELDED bluu
ANCHORS 8" LONG (4" + 4"
ANCHORS PIGGYBACK = 8")
112 #4 BAR
DOWEL
PROPOSED LIGHTPOLES
PROPOSED TREELINE
...w.rrvw...
STORM DRAINAGE PIPE
®
PROPOSED CONCRETE
PROPOSED WOOD WALKWAY
PROPOSED GEOWEB
STORMWATER FLOW ARROW
I
FLUME
-10-
CONTOUR
8.50
SPOT ELEVATION
-
WHEEL STOP
4
TRAFFIC FLOW ARROWS
v
SIGN
HANDICAP PARKING SPACE
RIP -RAP
SOIL BORING
N
SEWER VALVE
RIP -RAP
STD. 840.16 FRAME
& GRATE
3" -
2" WEEP
HOLES
SEE NOTE
6"
4'-0"
- 3" � 4"
- 3' -
a
0 i7
4"
DOWEL
3" 3' 3"
3/8" DIA. X 8"
WELDED PIGGYBACK
q^ " WALL STUD ANCHORS
2'-0"
II� O
6"
NOTES
1. CLASS B CONCRETE TO BE USED THROUGHOUT
2. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 12"
CENTER, AS DIRECTED BY ENGINEER
3. TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED BY THE ENGINEER
4. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB
5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN
ON STANDARD 840.00
6. A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO. 78M STONE CONTAINED IN A BAG
OF POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE
7. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" ON CENTERS.
STEPS SHALL BE IN ACCORDANCE WITH STD. 840.66
CONCREM DROP /11l"ET
NTS
3EEDMIG SCHEDULE
APRIL 1- MAY 15 PEINAMBR »!IQ
SPECIES
RATE
K-31 FESCUE
3 LB/1000 SF
COMMON BERMUDAGRASS
1 LB/1000 SF
WINTER RYE GRAIN
3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
MAY V - JILY 0 PEIMAMB F eEEDRx:
SPECIES
RATE
K-31 FESCUE
3 LB/1000 SF
COMMON BERMUDAGRASS
1 LB/1000 SF
GERMAN MILLET
3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING
ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AUMW 15 - APPL 1; 79rp00W GEMM
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
SOL AAEDME NTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR
APPLY 500 LB PER ACRE OF 10-10-10 FERTILIZER.
MILCH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL
LINING MATERIAL TO COVER BOTTOM AND SIDES OF SWALES.
ANCHOR MATTING PER MANUFACTURERS RECOMMENDATIONS.
HYDROSEEDING IS ALSO AN ACCEPTABLE METHOD OF
TEMPORARY STABILIZATION
MAWra+AHCE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT.
INSPECT AND REPAIR MULCH FREQUENTLY. FERTILIZE THE
FOLLOWING SPRING WITH 50 LB/ ACRE NITROGEN.
�mgffw®
mmm
m
' SS
mm
' es
mm
of
mmm
mmm
mmm
" o�
l so
GRASS SURFACE
SOD OR TOPSOIL
70/30 SAND/TOPSOIL MIX
GEOTEXTILE
12" COMPACTED SAND SUB -BASE
SUB -BASE
DETAIL A
GEOWEB DETAL
NTS
BYPASS BOX
NTS
5" 1" 1'-6"
5 7/8"
\\ 2"R 1 1/2
/2"
2"R V4.
12"
3000 PSI
CONCRETE
STAADAW CUFF AND GUT%ER
NTS
5" CONC. OR
2" 12 PAVEMENT
6" ABC BASE
GRAPHIC SCALE
20 0 10 20 40
TOP 6.80
STORAGE 6.30-
24" BOTTOM 3.70
PONE
(IN FEET)
1 INCH = 20 FT.
STABILIZE SLOPE WITH
,/` MATTING OR SOD. -
NTS
1Ft;
P
..� 4
RIP -RAP APRON DETAIL
N.TJ&
SECTION D-D
N.T.S.
M-6
ff
SJ.OPE TO MATCH
�I1 T� � � ,•"„>,(_ I- ICI. .
SECTION C-C L = 5'-0"
W= 8'-9"
Norse B = 6"
i. DDMINSTONY L. 7. S, D ♦ ► TO K DL'MMlI ED SASEO ON rLOR • DTSOBAR6C D = 8"
vnoclrv. F = 12"
S. C"s AIANE'M TO U DCT8RM M BASED ON DTSCBASOD VZL*CMt.
102AL AT ALL FLA" USE CL. A RIPRAP
V�
\ mrBFtt
Z
z_
CD
O
tY
IY
F
O
Z
W
Z_
rw
V
O
U
J
LLI
o
L�_
O
W
Q
=
(/)
V J
a
_
N
Z
rT
O
O
0
FN
r/\
Z
0
W
LL
0
0
Q
Z
0
Lfl
aaJ DI
U 0
O Q � Y � N
o 0
w
Z Z Y
c�
SCALE:
1" = 20'
SHEET:
2OF2
",� �fi ji I P 'II 't1 it 1 f �Ii r�
1 11 01 ,� t t.

CANAL
�b
Lam;
Eu
AA =- - - y - o '6 T m
I/�.///Y/ / / /�/�/�'�P T lT'RRA d1J4EID) �.✓ 5.25 is �fkafV , - - _ ui a
NO
I 6.25 _'c'1%_ - .. ' W N N t�0 L L O
LEVEL
ENCH
NVOTO N.T.S. I WITH #5�STONE I I L 8.65 TC Q c m Z o D6
PROPOSED
1. OWNER: HATCHELL CONCRETE. INC. 24' DEEP , , / / ° m x _ N a D E c
POOL AND POOL HOUSE g_1 '3 N M = m ^_ E t y
PO BOX 2405 7��pEtrE ,, O O O O m N^ N
MANTEO, NC 27954 `�_ p W PROPOSED Hy7 c
S `mdo>.. o o_
�� E; m m 4i v a Q S t
r a -��_ S7 Cl
t{� vca
3 STORY/HOTEL + q�Fa P seo a 3 a LL I-1� h
-� -� \' r 8 50 DI 5 8 70 R M E W
2. OWNER INTENDS TO CONSTRUCT A 3-STORY HOTEL, WHICH WILL r 1 . Tc RIM 7.40 TC a.7s is
CONTAIN 17 SUITE UNITS. I ' ' e.00 g'20 6,983 SF r
INV. 4.00 8.29
DRY INFILTRATION BASIN TOP 6.5 ,DENSELY -
Im I STORAGE 6.0 VEGETATED \ _
3. PROPERTY DESCRIPTION: LOTS 1-2 AND UNNUMBERED PARCEL, PAUL L GRAY AT r BOTTOM 3.9 BOTTOM -� EST FACE = 8.50 7.86
POND ISLAND SUBDIVISION. LOT RECOMBINATION IS REQUIRED PRIOR TO \ 6, p / e.fioo rc WEAST FACE = 7.68
OBTAINING BUILDING PERMIT. of a 840 TC T
RECORDED IN: D.B. 1172, PG. 183 AND D.B. 1403, PG. 78 I DI 6 IN 7.90 N \ �.
i
DARE COUNTY PIN #s: 0709 05 18 6894 AND 0709 05 18 5724 T- Nv. 4.o DI is0
BYPASS 08.50 TC 8.50 TC DEVICE INV. 3.90 8.00 8.00 7 _ "r - ,•,:"
PROPERTY ADDRESS: 7710 AND 7722 VIRGINIA DARE TRAIL, NAGS HEAD D I RIM 6.00 WE FACE m .96 Z3o \ ,•,
III----}} 71.9' INV. 4 0 Q 8_40 T = 6 PROPOSED
4. PROPERTY IS LOCATED IN A F.I.R.M. ZONE AE 9', WILL BE VE II' ON NEW FLOOD N i 7s i W000 WAYKWAY '~
MAPS. y
COMMUNITY PANEL NO. 375356 0011 D T __ N _ �_ �! ~-" 790 TC ' O,
I Y� DATED DECEMBER 20, 2000. / 214
(SUBJECT TO CHANGE BY F.E.M.A.) _ _ ,,
- - 7.12 TC
7.12T \ -
�_�-
5. AREA - 58,840 SF (1.35 ACRES) � - - -` `_ 1od - - - - - - - s.sz 7 � s.6z / \ f.
7.12 TC
6. EXISTING COVERAGE: 15,307 SF (26.0%) RIM 6.62 Di 3 7.52 TC RIM 6.82 7.52 TC RIM 400
EXISTING COVERAGE TO REMAIN: 153 SF (EXISTING WOOD WALK) INV. 4.00 zoz INV. 4.00 7.02
----- -- ---- --------- 15" RCP s�
_ - _ _ _ _ _ _ - - _ - - _ - - - - - 7- -
PROPOSED COVERAGE: Lir ,
PARKING: 9,818 SF 8• SLOTTED DRAIN
POOL DECK: 2,833 SF
POOL HOUSE: 288 SF S59"09'33"W 112.20' Po - - - - - IS cmp
SIDEWALK: 390 SF INV.3.5o -_ '��� --®711����� y.
WOOD WALKWAY: 573 SF IS GMP N
BUILDING: 7,015 SF - _. ...
rrv. 3so -- PROPOSED O_
CANOPY:1,129 SF .. .... .. ... .. ...... ... ...
ADVANTEX SEPTIC SYSTEM: 256 SF 5 IRE .DEPARTMENT N
MATCH EXISTING ACCESS ONLY 2j* z
COVERAGE WITHIN 75' AEC:
PARKING: 3,537 SF .. .. .. .. .. .. ..
POOL DECK: 2,788 SF .. .. .. .. .. ..
POOL HOUSE: 288 SF � rS 64264• c c�D
SIDEWALK: 390 SF .. V.. .. .. ... .. .. ..
WOOD WALKWAY: 726 SF (NOT COUNTED IN CAMA COVERAGE CALCS) /
BUILDING: 4,898 SF ... .. .. (VARIAf�LE WPTH R/N). ... .... ... .. .
CANOPY: 840 SF w
ADVANTEX SEPTIC SYSTEM: 0 Qo
PROPOSED COVERAGE: 22,455 SF (38.16%) WAPHI' SCALE
STD. 840.16 FRAME o
TOTAL COVERAGE WITHIN 75' AEC: 13,179 SF & GRATE 3' 20 0 10 20 40 80 z
' TOTAL AREA WITHIN 75 AEC: 37,512 SF
PERCENTAGE COVERED WITHIN 75' AEC: 35.13% 1•_^gig^
7. ELEVATIONS SHOWN HEREON PER NGVD 88. 3" _ 19• 3" -
8. AREA TO BE DISTURBED - 58,840 SF (100.0%) II
6"
9. ALL UTILITIES ARE TO BE PLACED UNDERGROUND.
10. THERE ARE NO JURISDICTIONAL WETLANDS ON THIS SITE.
11. DEVELOPMENT UPON THE LOT IS SUBJECT TO THE REQUIREMENTS OF THE
COASTAL AREA MANAGEMENT ACT (CAMA) AND A CAMA PERMIT IS REQUIRED
PRIOR TO DEVELOPMENT AS DEFINED BY CAMA. 6" PLAN
12. POOL DECK DRAINS ARE TO BE CONNECTED TO THE STORMWATER COLLECTION 10-3/8" DIA. WELDED STUD
SYSTEM. ANCHORS 8" LONG (4" + 4"
ANCHORS PIGGYBACK = 8")
5" 3000 PSI CONCRETE
WITH BEVELED EDGE 8" 8" r 12" #4 BAR
AND SLOTTED DRAIN
FINISH COURSE 6"
a DOWEL
HIGH SLUMP
CONCRETE TO TOP
OF FINISH COURSE
ROUGH SHAPED
BED
8" ALUMINUM SLOTTED
DRAIN WITH 6" RISER
(COUPLINGS SHALL BE
SLOTT® DR4N DIETAL MODIFIED HUGGER W/ 0 RING)
NTS
o
IRON ROD FOUND
C5
IRON ROD SET
"PK5
PK NAIL SET
C1
CONCRETE MONUMENT FOUND
a'a
SPOT ELEVATIONS
TREELINE
----
SHORE LINE
_Xx_
FENCE LINE
- -
RIGHT-OF-WAY
O
TELEPHONE PEDESTAL
`O,
UTILITY POLE
4
GUY POLE/WIRE
OVERHEAD UTILITY LINE
I
LIGHT POLE
�(
FIRE HYDRANT
Da
WATER VALVE
❑
WATER METER
WATER LINE
w
®
PROPOSED DROP INLET
.�
PROPOSED LIGHTPOLES
PROPOSED TREELINE
.,....vwwr..
STORM DRAINAGE PIPE
PROPOSED CONCRETE
PROPOSED WOOD WALKWAY
PROPOSED GEOWEB
STORMWATER FLOW ARROW
FLUME
-10-
CONTOUR
SPOT ELEVATION
-
WHEEL STOP
4 mmlO-
TRAFFIC FLOW ARROWS
v
SIGN
HANDICAP PARKING SPACE
RIP -RAP
SOIL BORING
SV
SEWER VALVE
RIP -RAP
2" WEEP
HOLES
SEE NOTE
6"
4'-0"
- 3" � 4n
-3
0 ir1 I
4.
DOWEL
3" � � 3"
4= 1
4" J
�n O
3/8" DIA. X 8"
WELUEU PIGGYBACK
WALL STUD ANCHORS
NOTES
1. CLASS B CONCRETE TO BE USED THROUGHOUT
2. OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT 12"
CENTER, AS DIRECTED BY ENGINEER
3. TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED BY THE ENGINEER
4. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB
5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD TO BASE AS SHOWN
ON STANDARD 840.00
6. A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO. 78M STONE CONTAINED IN A BAG
OF POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE
7. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" ON CENTERS.
STEPS SHALL BE IN ACCORDANCE WITH STD. 840.66
C:OAKWEM DAOP MET
NTS
APFL 1- MAY 151 PE;MIANENIT SEEDN0
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
MAY 15 - ALY 0 PBiiM@R SEEDNCi
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
AUMF 9 - APFL t Tr31PON M CIO
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
SM ALI11194XIENT8
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR
APPLY 500 LB PER ACRE OF 10-10-10 FERTILIZER.
M Lqi
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL
LINING MATERIAL TO COVER BOTTOM AND SIDES OF SWALES.
ANCHOR MATTING PER MANUFACTURERS RECOMMENDATIONS.
HYDROSEEDING IS ALSO AN ACCEPTABLE METHOD OF
TEMPORARY STABILIZATION
MAFYrENANCE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT.
INSPECT AND REPAIR MULCH FREQUENTLY. FERTILIZE THE
FOLLOWING SPRING WITH 50 LB/ ACRE NITROGEN.
���
JEm
mm
m
m
• • s
mm
• •s
�
t9l�Iiime
•I
�I�EiL�
• �
� • �
met
met
DETAIL A
GEOWEB DETAIL
NTS
GEOWES
GRASS SURFACE
SOD OR TOPSOIL
70/30 SAND/TOPSOIL MIX
\� GEOTEXTILE
12" COMPACTED SAND SUB -BASE
SUB -BASE
BYPASS BOX
NTS
5' 1' 1,-6n
5" CONC. OR
5 7/8" 2" 12 PAVEMENT
1 1/2" 6" ABC BASE
D 0 2nRf\
12" p °
3000 DPSI
CONCRETE
STAIIDAW CieAI1D ounER
NTS
TOP 6.50
STORAGE 6.00
24" BOTTOM 4�
3'9�
'ONE
ID
(IN FEET)
1 INCH = 20 FT.
ft�
10
.M.
10
2
RIP -RAP APRON DETAIL "c1,(inq, ;ell �C.I N
a TO-2K a x a.. r,c*:.. ,, =r p�,•,nft NoZW 70601 l%rv10
5 �
TREV7PA S712oi;j
PiLTLR CLOTH 0
SECTION D-D 0 o o m L00
o
Lo
N.T.S.
MAR 0 6 2007 o 0
w w
z
SLOPE TO MATCH U 3 L) {Wy7
ILLI
SIDE SLOPE - Q 7 W S J
1n 0 0 U ri
6 J J SCALE:
20
SECTION C-C L = 5'-0"
;a.
w = 8'-9" SHEET:
B= 6"
SOTes-
03AENS7031S L. C. B. D 4 F TO RS =ERi11�ED BASED ON FLOT ! DISCHARGE D = 8" A V,. DIAMETER F = 12" OF
2. Dee EE TO BE DETF.iM7NE0 BASED ON C75CHARCE VELOCITY.
TYPICAL AT ALL IRA " USE CL. A RIPRAP 4

1 . OWNER: HATCHELL CONCRETE, INC.
PO BOX 2405
MANTEO, NC 27954
2. OWNER INTENDS TO CONSTRUCT A 3-STORY HOTEL, WHICH WILL
CONTAIN 17 SUITE UNITS.
3. PROPERTY DESCRIPTION: LOTS 1-2 AND UNNUMBERED PARCEL, PAUL L GRAY AT
POND ISLAND SUBDIVISION. LOT, RECOMBINATION IS REQUIRED PRIOR TO
OBTAINING BUILDING PERMIT.
RECORDED IN: D.B. A 172, PG. 1113 AND D.B. 1403, PG. 78
DARE COUNTY PIN Xis: 0709 05 18 6894 AND 0709 05 18 5724
PROPERTY ADDRESS: 7710 AND 7722 VIRGINIA DARE TRAIL, NAGS HEAD
4. PROPERTY IS LOCATED IN A F.I.R.M. ZONE AE 9', WILL BE VE II' ON NEW FLOOD
MAPS.
COMMUNITY PANEL NO. 375356 0011 D
DATED DECEMBER 20, 2000.
(SUBJECT TO CHANGE BY F.E.M.A.)
5. AREA - 58.840 SF (1.35 ACRES)
6. EXISTING COVERAGE: 15.307 SF (26.0%)
PROPOSED COVERAGE: 20,418 SF (34.7%)
PROPOSED COVERAGE:
PARKING: 10,360 SF
POOL do DECK: 1.369 SF
SIDEWALK: 1,450 SF
BUILDING: 6,983 SF
ADVANTEX SEPTIC SYSTEM: 256 SF
TOTAL COVERAGE: 20.418 SF
PROPOSED COVERAGE AT 75' AEC:
PARKING: 3,561 SF
POOL k DECK: 1,369 SF
BUILDING: 5,101 SF
SIDEWALK: 1,450 SF
ADVANTEX SEPTIC SYSTEM: 0
TOTAL COVERAGE AT 75' AEC: 11,481 SF
TOTAL AREA WITHIN 75' AEC: 37,512 SF -
PERCENTAGE COVERED WITHIN 75' AEC: 30%
7. ELEVATIONS SHOWN HEREON PER NGVD 88.
8. AREA TO BE DISTURBED - 58,840 SF (100.0%)
9. ALL UTILITIES ARE TO BE PLACED UNDERGROUND..
10. THERE ARE NO JURISDICTIONAL WETLANDS ON THIS SITE.
11. DEVELOPMENT UPON THE LOT IS SUBJECT TO THE REQUIREMENTS OF THE
COASTAL AREA MANAGEMENT ACT (CAMA) AND A CAMA PERMIT IS REQUIRED
PRIOR TO DEVELOPMENT AS DEFINED BY CAMA.
12. CONTRACTOR SHALL REMOVE AND REPLACE WITH SUITABLE SOIL ANY
.DEBRIS FOUND IN THE AREA OF AS WELL AS UNDERLYING THE
INFILTRATION BASIN.
5" 3000 PSI CONCRETE 8" 8" -�
WITH BEVELED EDGE
AND SLOTTED DRAIN
--y► r
FINISH COURSE 4
HIGH SLUMP
• 4 CONCRETE TO TOP
OF FINISH COURSE
ROUGH SHAPED
BED
8" ALUMINUM SLOTTED
DRAIN WITH 6" RISER
(COUPLINGS SHALL BE
MODIFIED HUGGER W/ 0 RING)
NTS
5" 1"
5" CONC. OR
5 7/8" 2" 12 PAVEMENT
6" ABC BASE -
�� 1 1/2"
i
6"
2"R
12"
p p
P
3000 PSI
CONCRETE
STAAA/M CM AD
NTS
.t
N/F
TATE, 5LIZANNE RIX.KER
PH# 6170 05 IS A"9
LOT 9
PALL L 6RAY AT POW 15LAAD
PG. 2, A. 490
0
IRON ROD FOUND
dies
IRON ROD SET
Axs
PK NAIL SET
Hcw
CONCRETE MONUMENT FOUND
n94
SPOT ELEVATIONS
r-r ti'Yvrr v�Y-v-r-..
TREELINE -
- - - -
SHORE LINE
-x X
FENCE LINE
- - -
RIGHT-OF-WAY
e
TELEPHONE PEDESTAL
UTILITY POLE
-�
GUY POLE/WIRE
OVERHEAD UTILITY UNE
LIGHT POLE
rj
FIRE HYDRANT
oa
WATER VALVE
❑
WATER METER
WATER LINE
-1A-
®
PROPOSED DROP INLET
.�
PROPOSED LIGHTPOLES
nrwvYTn.
PROPOSED TREELINE
TOO
STORM DRAINAGE PIPE
PROPOSED CONCRETE
F1717, .T /
TO BE REMOVED
PROPOSED GEOWEB
STORMWATER FLOW ARROW
FLUME
-10
CONTOUR
/ 8.50
SPOT ELEVATION
-
WHEEL STOP
TRAFFIC FLOW ARROWS
-v-
SIGN
HANDICAP PARKING SPACE
RIP -RAP
0
SOIL BORING
SEWER VALVE
RIP -RAP
-"�
DISTURBANCE AREA
D
APPROXIMATE LOCATION OF
EXI511NC SEPTIC TANKAGE
TO BE REMOVED
.hJD VD JJ n 1 I L.LV IMET WAIT - -. - -
s PRDPoscD i � �
�'� FlRE DEPARTMENT
REMOVE
GRADE EXISTING 10" CMP ACCESS ONLY
8' SLOTTEDCUr AND
ExtsnmG CURB ; PIACE NEW
W e"E/ ENTRANCES EXISTNG
OV)
Z
- WDlN R/?M -
" EXISTING WATERLINE
DETAIL A
GEOWEB DETAIL
NTS
RIP -RAP APRON DETAIL
R.TB.
O TD-snIon
TISVIIA Oft
SECTION D-D
N.T.S.
17
INSTALL SILT FENCE PRIOR
TO TYING NOT EXISTING W'1TERUNE.
GRASS SURFACE
SOD OR TOPSOIL
70/30 SAND/TOPSOIL MIX
GEOTEXTILE
12" COMPACTED SAND SUB -BASE
SUB -BASE
SLOIE TO MATCH
SDXS RAW9
SECTION C-C L = 5'-0*
W = 8'-9_
B
Norm, = 6"
L. D➢MMILWM L. V. 1. D & I TO Ii DETIRRDIED RASED ON PLO! ♦ MICRAICE D c 8"
.uocrrY. - - -- F :.12"
DI 2. Do. AMMI TO 61 DITSIMDNED SAS= 0.Y D1SCMADGc T164OCM.
T MAL AT ALL, II USE CL. A
u
6"
0
8" 12" 24" 12" 8" 36"
MEAN BOx
NTS
STD. 040.16 FRAME
k GRATE 3'
3F 8' 3 3 �- 4•
6"
10-3/8" DIA. WELDED STUD
ANCHORS 8" LONG (4" + 4"
ANCHORS PIGGYBACK = 8')
j 12" #4 BAR
I
DQldEly' 6"
4•
WALL
3'
2'-0"
2" WEEP
/^\
a
ai 1
HOLES
(
)
M
O
O
SEE NOTE
v
�
4"
6" J DOWEL
6.
NOTES
1.
CLASS B CONCRETE TO BE USED THROUGHOUT
2.
OPTIONAL CONSTRUCTION - MONOUTHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12"
CENTER, AS DIRECTED BY ENGINEER
3.
TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED BY THE
ENGINEER
4.
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB
5.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS
SHOWN
ON STANDARD 840.00
6.
A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO. 78M STONE CONTAINED IN
A BAG
OF POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE
7.
ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH
STEPS V-2" ON
CENTERS.
STEPS SHALL BE IN ACCORDANCE WITH STD. 840.66
CONCRETE DROP INLET
NTS
DRY HYDRANT MST
PERMANENTLY MOUNTED
TO GAZEBO PILING.
EXISTING RIP -RAP
TOP 6.50
STORAGE 6.00-
BOTTOM 4,00
3/8" DIA. X 8"
WELDED PIGGYBACK
STUD ANCHORS
Iwo
CLU
LU
HCHTY A/4P I W I
N.T.S,
3 ui
s
c� a.
TOge $
E=8
APPROVED m $ s v 8
NORTH CAROLNA ENV�,)NMrNTAL pp v H 0�
:I1 x a�
MANAGEWATCOM -�-q c� R 0. 2 . `o 5 s
DIVISION OfWATER 'JLiLllY C I
s'erPaiWN0 S 07U6D1--t- qlz
SEAL
a ,
kCy1N�
Wg Nilt 7
��
ee
Mom
ee
Mm
c0
MM
eA
M
M
ee
mm
ee
. ee
ee
Rq"qF R PT
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
NOTE: DELETE RYE GRAN) IF OVER$EEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABUSHED FESCUE.
MAY E - %AA"Y 16 rBMMOR IIIIENN1D
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF'
GERMAN MILLET 3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABUSHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABUSHED FESCUE.
MJOMAiF 15 - AFM I TIMPORW IEEDM
SPECIES RATE
K-31 FESCUE 3-LB/1000 SF.
WINTER RYE GRAIN 5 LB/1000 SF
WL ANB01o11!
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR
APPLY 500 LB PER ACREOF 10-10-10 FERTIUZER.
MALNCH
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL
LINING MATERIAL TO COVER BOTTOM AND SIDES OF SWALES.
ANCHOR MATTING PER MANUFACTURERS RECOMMENDATIONS.
HYDROSEEDING IS ALSO AN ACCEPTABLE METHOD OF
TEMPORARY STABILIZATION
WNMBMNCI'.
A MINIMUM OF 3' WEEKS IS REQUIRED TO FOR ESTABLISHMENT.
INSPECT AND REPAIR MULCH FREQUENTLY. FERTILIZE THE
FOLLOWING SPRING WITH 50 LB/ ACRE NITROGEN.
GRAPHIC SCALE
( IN it Wr )
I inch = ao tL
I T
Z
O
U
CL
O
En
i
o
SCALE:
SHEET:
4 OF 4

NOTES
1. OWNER: HATCHELL CONCRETE, INC.
PO BOX 2405
MANTEO, NC 27954
2. OWNER INTENDS TO CONSTRUCT A 3-STORY HOTEL, WHICH WILL
CONTAIN 17 SUITE UNITS.
3. PROPERTY DESCRIPTION: LOTS 1-2 AND UNNUMBERED PARCEL, PAUL L GRAY AT
POND ISLAND SUBDIVISION. LOT RECOMBINATION IS REQUIRED PRIOR TO
OBTAINING BUILDING PERMIT.
RECORDED IN: D.B. 1172, PG. 183 AND D.B. 1403, PG. 78
DARE COUNTY PIN #s: 0709 05 18 6894 AND 0709 05 18 5724
PROPERTY ADDRESS: 7710 AND 7722 VIRGINIA DARE TRAIL, NAGS HEAD
4. PROPERTY IS LOCATED IN A F.I.R.M. ZONE AE 9'
COMMUNITY PANEL NO. 375356 0011 D
DATED DECEMBER 20, 2000.
(SUBJECT TO CHANGE BY F.E.M.A.)
5. AREA - 58,840 SF (1.35 ACRES)
6. EXISTING COVERAGE: 15,307 SF (26.0%)
EXISTING COVERAGE TO REMAIN: 153 SF (EXISTING WOOD WALK)
PROPOSED COVERAGE:
PARKING: 10,255 SF
POOL DECK: 1,054 SF
SIDEWALK: 883 SF
WOOD WALKWAY: 580 SF
BUILDING: 6,955 SF
ADVANTEX SEPTIC SYSTEM: 256 SF
COVERAGE WITHIN 75' AEC:
PARKING: 3,981 SF
POOL DECK: 1,054 SF
SIDEWALK: 662 SF
WOOD WALKWAY: 733 SF (NOT COUNTED IN CAMA COVERAGE CALCS)
BUILDING: 4,852 SF
ADVANTEX SEPTIC SYSTEM: 0
PROPOSED COVERAGE: 20,136 SF (34.2%)
TOTAL COVERAGE WITHIN 75' AEC: 10,549 SF
TOTAL AREA WITHIN 75' AEC: 37,631.5 SF
PERCENTAGE COVERED WITHIN 75' AEC: 28.0%
7. CURRENT ZONING IS (C-2) GENERAL COMMERCIAL DISTRICT.
8. MIN. BUILDING LINES PER CURRENT ZONING (C-2).
(COMMERCIAL)
FRONT - 30'
SIDE - 10'
REAR - 30'
9. ELEVATIONS SHOWN HEREON PER NGVD 29.
10. PARKING CALCULATIONS:
1.2 SPACES FOR EACH UNIT (17 UNITS) = 21 SPACES
1 SPACE PER 4 EMPLOYEES (4 EMPLOYEES) = 1 SPACE
TOTAL PARKING REQUIRED = 22 SPACES
TOTAL PARKING PROVIDED = 22 SPACES
11. AREA TO BE DISTURBED - 58,840 SF (100.0%)
12. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
BUFFERING. ALL REQUIRED BUFFER AREAS SHALL BE MAINTAINED IN GOOD
CONDITION SO AS TO PRESENT A HEALTHY AND ORDERLY APPEARANCE AND
SHALL BE KEPT FREE FROM REFUSE AND DEBRIS. THIS INCLUDES, BUT IS NOT
LIMITED TO, THE REPLACEMENT OF PLANTS DAMAGED BY INSECTS, DISEASE,
VEHICULAR TRAFFIC, AND VANDALISM.
13. ALL BUFFERING SHALL BE ERECTED, ALTERED AND MAINTAINED IN
ACCORDANCE WITH THE PROVISIONS OF THE TOWN OF NAGS HEAD
CODE OF ORDINANCES, CHAPTER 48, ARTICLE XIII.
14. ALL SEPTIC PLANS SHALL BE REVIEWED AND APPROVED BY THE DARE COUNTY
HEALTH DEPARTMENT PRIOR TO ISSUANCE OF A BUILDING PERMIT.
15. ALL UTILITIES ARE TO BE PLACED UNDERGROUND. NO UTLILITIES SHALL BE
LOCATED WITHIN 30' CAMA SETBACK.
16. ALL SIGNS SHALL BE ERECTED, ALTERED AND MAINTAINED IN ACCORDANCE
WITH THE PROVISIONS IN CHAPTER 48, ARTICLE VIII OF THE TOWN OF
NAGS HEAD ZONING ORDINANCE.
17. THERE ARE NO JURISDICTIONAL WETLANDS ON THIS SITE.
18. STORM WATER FROM PARKING AREAS & BUILDINGS WILL BE DIVERTED BY
SHEET FLOW TO CURB AND DROP INLETS WHERE IT WILL BE DIRECTED TO
AN INFILTRATION BASIN.
19. BUILDING AND STRUCTURES NOT TO EXCEED A HEIGHT AS
SPECIFIED IN CHAPTER 48-407 (C.7) OF THE TOWN ZONING ORDINANCE.
20. CONTRACTOR SHALL CONTACT NC ONE CALL AT 1-800-632-4949 TO
VERIFY ALL UTILITY LOCATIONS.
21. BUILDING TO BE SPRINKLED IN ACCORDANCE WITH THE CURRENT NCFPC.
BUILDING AND SITE MUST CONFORM TO THE CURRENT NCFPC.
22. OPEN SPACE PRESERVATION/LANDSCAPING REQUIREMENTS PER TOWN OF NAGS
HEAD CODE OF ORDINANCES AND MORE SPECIFICALLY ARTICLE XIII.
23. ALL OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED AND MAINTAINED IN
ACCORDANCE WITH THE PROVISIONS OF THE TOWN OF NAGS HEAD CODE OF
ORDINANCES, CHAPTER 48, ARTICLE IX.
24. DEVELOPMENT UPON THE LOT IS SUBJECT TO THE REQUIREMENTS OF THE
COASTAL AREA MANAGEMENT ACT (CAMA) AND A CAMA PERMIT IS REQUIRED
PRIOR TO DEVELOPMENT AS DEFINED BY CAMA.
25. APPROVAL OF THIS PLAN ESTABLISHES A VESTED RIGHT UNDER G.S. 160A-385.1.
UNLESS TERMINATED AT AN EARLIER DATE, THE VESTED RIGHT SHALL BE VALID
UNTIL JANUARY 4, 2008.
}
**NOTE: THIS DRAWING IS FOR
PERMITTING PURPOSES ONLY.**
SEEDING PER SEEDING SCHEDULE
GRASS MUST BE ESTABLISHED PRIOR
SHORELINE )
F705fIN6 TO PLACING BE
IN SERVICE.
RP RM
ALNb RP RAP
0
IF
BAYBIRRY (TYP) O O
z
ZI Prr(Iry DRUM
smoRam (#"
PLGND EXSTNB
mu'I' D
4
PROPOSED
LEVEL TRENCH O 1 POOL
lO WITH 15 STONE ` 15'
24' DEEP 1
CANAL
HANDICAP
SIGN -
13.6,
m(6n Cv
WGW WALKWAY
A53K NAL VK,YNTY MAP
N.T.S.
WONY MAP
N.T.S.
_ - a 9l ` PROPOSED
\ I O O O PROPOSED PROPOSED RETAINING WAIL ex w
_ WHEELSTOPS 3 STORY HOTEL W00 (�pp 1 "
O) �_ O 10• GATE ° - 9' . FEE 9.50 9ftPROPOSED Q'
PRBPO 6,983 SF NOD W
- \ 0 �. ys 9'x20' 10 O Of+ME Dosrto
Z O . _� ��) .� IEG O e• SCREENED
w WALKWAY
P POSER : AREA
O EA E 1 a 12 ' 13 14 1 j a._16 ' ° 17 : 18 . .20 • 2J 22 I�' SHORELINE(TML)
a PRO SED FkRKING A_a6 RP RAP
N
Z TATE, o wE RLzKER I
N
~•- •
s
A1ND SIRU RE•
fmrm
RP RAP
PIN# 0709 05 IS 4W
LOT' 9
�----------
- - -
LOT I AAP REMAINING
- - - - I PROPOSED DRAINFIELD
PARCELS
^°
'
• ,
4.-
PAl L L GRAY AT POW 151APD
° ° °
ROANOKE SOUND
PG. 2, � IOO
a
CONORSED
-
"I��cnv1
S59'09'33"W 112.20'
-- BU12.20'c'
©
�% ~
caP CC
(TYP
• '
N
•° •
• •.
...
STOP..-.
SIGN...
5.
MATCH EXISTING
PROPOSM
SIGN
PLACE NEW CURB.
... --ACCESS ONLY.... ..
•
• . .
..GRADE
AT. EXISTING ENTRANCES
SAWCUT AND REMOVE.
(IYP)
PL05TN6 MU.UE °
....
....
....
....
.EXISTING CURB
.. ..
..
Us 64/264
PLAN YEW
GRAPHIC SCALE
30 0 15 30 60
120
PROPOSED LIGHTPOLES
Qom
IRON ROD FOUND
s
IRON ROD SET
r r r
PROPOSED TREELINE
@1IKs
PK NAIL SET
STORM DRAINAGE PIPE
'Do,r
CONCRETE MONUMENT FOUND
PROPOSED CONCRETE
nib
SPOT ELEVATIONS
PROPOSED WOOD WALKWAY
TREELINE
PROPOSED GEOWEB
- -
SHORE LINE
STORMWATER FLOW ARROW
-x x
FENCE LINE
FLUME
- -
RIGHT-OF-WAY
-10_
CONTOUR
O
TELEPHONE PEDESTAL
SPOT ELEVATION
UTILITY POLE
-
WHEEL STOP
<
GUY POLE/WIRE
4
TRAFFIC FLOW ARROWS
OVERHEAD UTILITY LINE
SIGN
Y
LIGHT POLE
HANDICAP PARKING SPACE
J�
FIRE HYDRANT
oa
WATER VALVE
RIP -RAP
❑
WATER METER
$
SOIL BORING
-ry
WATER LINE
Sv
SEWER VALVE
®
PROPOSED DROP INLET
RIP -RAP
EXISTING DRAINAGE PIPE
DISTURBANCE AREA
2"x10" BAND
W/ 5/8" THRU
BOLTS
2"x8" JOISTS
0 12" ON CENTER
VARIES
2"x6" DECKING
(2) 2"x10" GIRDERS
ON EACH SIDE OF
PILING W/ (2) 5/8"
THRU BOLTS ON EACH
PILING
8' MINIMUM
WALKWAY SEC71ON
NTS
PLACE PILINGS AT EACH END, ON BOTH SIDES
OF EACH PILING AND 0 8' O.C. ELSEWHERE
(IN FEET)
1 INCH = 30 Ff.
Al- FI
i
t' CUT
No i)
UT
i
-
-
A/7g=
3 Fit I
I
-644,
Y
LL '
,,
14 EILL
\
FILL
11.5 FILL
�(n
cc3Lu
EQ
O
�N
Q
�od :3
C
L
M.
m
N
z
c o
w
0
C
O
z
Z
^g^
t O
cr
W
^C!�
I..L
2 7�
O
U
0
C4 Cl
O\ U O Cl
O h� � O In
w z w
Z Z Y
1:i CLi
3 c�
0 w O U ii
SCALE:
30'
SHEET:
1 OF 1