SW7071213_APPROVED PLANS_20071228

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�«
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
aav4
YYYYMMDD

NOTES:
�. APPLICANT/OWNER: FRANCS ELBERS
ARTISAN MARBLE & TILE
206 VILLA DUNES DRIVE.
NAGS HEAD. NO 27959
2, PROPERTY IDENTIFICATION: LOT 5A, CHARLES L SfNEATH SUBDIVISION
PN# 9893-17-01-8122
3. PROPERTY ADDRESS: 2230 LARK AVENUE
NAGS HEAD, NO 27959
4. RECORDED REFERENCE: P.C. E. SL 779, D.B. 1461,63
P.C. F, SL.229
S. SITE ZONING: (0) COMMERCIAL SERVICES DISTRICT
6. PROPOSED USE: WAREHOUSE & STONE FABRICATION
7. PARCEL AREA: 87.244 sq.ft. - 2.0 acres
8. PROPERTY IS LOCATED IN F.I.R.M. ZONE X (ZONES SUBJECT TO CHANGE BY F.E.M.A.)
CURRENT FIRM ZONES PER FIRM MAP 3720989300J (12/20/06) NAVD 88
9. LOT COVERAGE:
PROPOSED COVERAGE WITHIN 500 FT OF FRESH POND:
LOT AREA WITHIN 500' OF FRESH POND =. 33,749.85 sq.ft.
BUILDING = 9,960.8 sq.ft.
ASPHALT & CONCRETE 145.8 sa.R
TOTAL IMPERVIOUS COVERAGE = 10.106.6 sq.tL (29.94x)
MAXIMUM IMPERVIOUS ALLOWED - 10.125.0 sq.ft. (30.00%)
TOTAL PERVIOUS (TURFSTONE PAVERS) - 0,412.5 eq.tL (24.93X)
MAXIMUM PERVIOUS ALLOWED - 8.437.4 sq.ft. (25.00.'0
TOTAL OPENSPACE PROVIDED - 15.230.9 sq.ft. (45.13X)
MIN OPENSPACE REQUIRED - 15.187.4 sq.ft. (45.00%)
PROPOSED COVERAGE BEYOND 500 FT OF FRESH POND
LOT AREA BEYOND 500' FROM FROM FRESH POND = 53,493.8 sq. ft.
BUILDING - 13,599.2 sq.ft.
ASPHALT & CONCRETE 9620.7 sa.fL
TOTAL IMPERVIOUS COVERAGE - 23.219.9 sq.R. (43.41%)
MAXIMUM IMPERVIOUS ALLOWED - 24,072.2 eq.ft. (45.00%)
TOTAL PERVIOUS (TURFSTONE PAVERS) - 10,986.3 eq.R. (20.54%)
MAXIMUM PERVIOUS ALLOWED - 11373.5 sq.ft. (25.00%)
TOTAL OPENSPACE PROVIDED - 19,472.5 $4.ft. (36.40%)
MINIMUM OPENSPACE REWIRED 16,048.2 aq.ft. (30.00 )
10- SETBACKS: REQUIRED PROVIDED
FRONT : W. 89.4'
SIDE (SOUTH): 20' 55.3'
SIDE (NORTH): 2W 20.w
REAR : 25' 80.9,
11. BUFFERYARDS: REWIRED P$93ALE
NORTH 5' TYPE 'C' S' TYPE -C- (ALONG PARKING LOT ONLY)
SOUTH 25' TYPE -G- ALTERNATE TYPE -G'
EAST 5 TYPE -C' 5' TYPE -C-
WEST 25' TYPE 'G' 25' TYPE -G- (MET THROUGH EX. VEGETATION)
11 PARKING REQUIREMENTS:
STONE FABRK:ATION:
REQUIRED:, space/200 sq.R. x 5.200 sq.ft. - 26 $PP
WAREHOUSE-.
REQUIRED:1 spase/EMPLOYEE x 8 EMPLOYEES - 8 spa s
TOTAL REOUIRED:34 spaces
TOTAL PROWD€D:34 spaces
ADA SPACES REQUIRED: 2 SPACES
ADA SPACES PROVIDED: 2 SPACES
N/F
TOWN OF NA&5 HEAD
DRAWING FILE:P07083-BASE.DWG
PLOT INFO: DATE: 10/17/2007 10:27
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71P rm 711y 158
SHEET INDEX
SHEET I - SITE PLAN
SHEET 2 - GRADING cat DRAINAGE
SHEET 3 - UTILITY PLAN
SHEET 4 - LIGHTING PLAN
SHEET 5 - SOIL EROSION SEDIMENT CONTROL PLAN
SHEET b - LANDSCAPING PLAN
SHEET 7 - SITE PLAN DETAILS
SHEET 8 - GRADING & DRAINAGE DETAILS
SHEET 9 - WATERMAIN DETAILS
11 SITE LANDSCAPING WILL CONSIST OF REWIRED BUFFER YARD PLANTINGS AND THE PRESERVATION
OF 16% OF EXISTING LANDSCAPING AREA DEEMED COMPLIANT WITH VEGETATION PRESERVATION
REQUIREMENTS. (SEE ALSO LANDSCAPING PLAN - SHEET 6)
14. SETBACKS _"OWN AR€ AS PER TOWN OF NAGS HEAD. THEY DO NOT RE15CT ANY RESTRICTIVE
COVENANTS THAT MAY EXISTS.
15. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCTION OF A STONE FABRICATION FACILITY
AND WAREHOUSE WITH ASSOCIATED PARKING, DRAINAGE, WATER AND SEPTIC IMPROVEMENTS.
16. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED.
17. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
is. SITE WILL BE LIGHTED IN ACCORDANCE WITH CHAPTER 48. ARTICLE IX *OUTDOOR LIGHTING' OF THE
NAGS HEAD TOWN CODE OF ORDINANCES.
19. PRIOR TO LAND DISTURBANCE, A TOWN APPROVED SOIL EROSION AND SEDIMENTATION CONTROL
PLAN IS REQUIRED.
20. THE ENTIRE SITE WILL BE IN FULL COMPLIANCE METH ALL APPLICABLE NFPA REGULATIONS
PERTAINING TO FIRE PROTECTION INCLUDING BUT NOT LIMITED TO NFPA 30 AS WELL AS VOLUME V
OF THE NO STATE BUILDING CODE.
21. ALL BUILDING SIGNAGE SHALL BE IN ACCORDANCE WITH ARTICLE VID
SECTION 48 OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES. -
22. THIS PLAN SHALL COMPLY WITH VOLUME 1C OF THE NO BUILDING CODE.
23. BUILDING CONSTRUCTION TO CONFORM TO 2002 FIRE PREVENTION CODE
OR LATEST EDITION.
24. ALL EXISTING IMPROVEMENTS TO BE REMOVED UNLESS OTHERWISE NOTED.
25. SOLID WASTE BULK CONTANERS SHALL BE PLACED IN ACCORDANCE WITH CHAPTER 30 OF THE
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 DIMENSIONS 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.
NAGS HEAD CODE. NUMBER AND SIZE OF CONTAINERS SHALL BE IN ACCORDANCE WITH SECTION N/F
30-7(CX4).
' GFfARLE5 L. 5I HEATH, et UX
THERE ARE NO USACGE SECTION 404 DESIGNATED WETLANDS ON THIS SITE.
(DB 148, PG 159)
27 A NCDENR. DIVISION OF COASTAL MANAGEMENT CAMA PERMIT WILL BE REQUIRED FOR THIS F'A%G.EL "F"
DEVELOPMENT.
-------------------------------------------�
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(- - - - - - - - - EXI5TIN65 STORAGE BUILDING
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1 NAGS Hl=-Al:;) SE LF= STORAGE:, L.L.G
EXI5TIN6 5TORA6E WILDING 1
I------------------------------------ Q--I (LOT F)
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(D5 131q, PG q5 - P.G. F, 5L. 22q)
(PAt2GEL A) I
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GRAPHIC SCALE
30 0 15 30 60
( IN FEET( FEET
1 inch = 30 ft.
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EXISTING ASPHALT PAVEMENT �
PROPOSED ASPHALT PAVEMENT��
PROPOSED TURFSTONE
PROPOSED CONCRETE Of
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EX. IRON PIPE - w U5
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■ EX. CONIC. MON. w g
• EX. IRON ROD U5 a v In
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♦ EX. PK NAIL Z ¢ = a w
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EX. FIRE HYDRANT
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EX. WATER VALVE w a w
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PROPOSED CURB AND GUTTER a to
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o PROPOSED STORM PIPE w w W w
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PROPOSED RIP -RAP r r r r
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s., P ............ .. ... ........- ....�....., .....
OUTDQUR ADVERSINGS
STRUCTURES) OF THE NAGS
o APPROVED
V: : w: w I II NORTH CAROLINAEN
HEAD ZONING OPINANCE VIRONMENTAL
MANAGEMENT COMMISSION
All :......... 4 DIVISION OF WATER QUALITY
,ba 20C -
SW 707(2 I
_.........
......... $(Qrmwater Permit No
TIONS
T
STORMWATFR
FILTRATION BASIN
BOTTOM ® 9.0'
N/F
F'AUL H. KING
(DB 1451, P6 511 - P.G. E, 5L. &q8)
(LOT 13A)
DEC 19 2001
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DEIGN@ BY
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DRAW BY
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1 O 31 07
SHEET NO.
OF 9 SHEETS
.-30'
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NOTES,
1. APPLICANT/OWNER: FRANCIS ELSERS
ARTISAN MARBLE & TILE
206 VILLA DUNES DRIVE
NAGS HEAD, NC 279M
2. PROPERTY IOMMIFICATIOR' LOT 5A, CHARLES L SHEATH SUBDIVISION
PW# 9693-17-01-612.2
3. PROPERTY ADDRESS: 2230 W. LARK AVENUE
NAGS HEAD, NC 27959
4. RECORDED REFERENCE: P.C. EI SL 779. D.B. 1461.63
5. SITE ZONING: (0) COMMERCIAL SERVICES DISTRICT
6. PROPOSED USE. WAREHOUSE & STONE FABRICATION
7. PARCEL AREA. 87.244 sq.fL - ZO ww
S. PROPERTY IS LOCATED IN F.LR.M. ZONE!_ X (ZONES SU94CT TO CHANGE By F-E-M-A.)
CURRENT FIRM ZONES PER FIRM MAP 3720989300J (12/20/06) NAVD 88
S. LOT COVERAGE:
PROPOSED COVERAGE WITHIN 500 FT OF FRESH POND:
LOT AREA W171,1111,11 50' OF FRESH POND - 33,749.85 Sq.R.
BUILDING . 9,960.8 sq.ft.
ASP14ALT ig CONCRETE - U&S ..fL
TOTAL IMPERVIOUS COVERAGE - 10.106.6 sq.ft. (29.9+7 ,)
MAXIMUM IMPERVIOUS ALLOWED . 10.125.0 2%& (30.00X)
- TOTAL PERVIOUS (7URFSTONE PAVERS) - 8.412.5 eq-ft- (24.93X)
MAXIMUM PERVIOUS ALLOWED - 8,437.4 sq.ft. (25.00%)
TOTAL OPENSPACE PROVIDED - 15,230.9 sq.ft (45.13S)
MIN OPENSPACE REQUIRED . 15,187.4 acft. (45.ODX)
PROPOSED COVERAGE BEYOND SDD FT OF FRESH POND
LOT AREA BEYOND 500 FROM FROM FRESH POND - 53,493.8 8% IL
BUILDING - 13,599.2 sq.ft.
ASPHALT & CONCRETE . IL620.7 w.flL
TOTAL IMPERVIOUS COVERAGE . 23.219,0 sq.ft. (43.41 X)
MAXIMUM IMPERVIOUS ALLOWED - 24.072.2 ScI.11. (45.00%)
TOTAL PERVIOUS (7URFSTOME PAVERS) - 10,986.3 sq.fL (20.64%)
MAXIMUM PERVIOUS ALLOWED . 13,373.5 sq.ft. (25.009)
TOTAL OPENSPACE PROVIDED 19,472.5 sq.ft. (36.40V
MINIMUM OPENSPACE REQUIRED 16,046.2 sq.tt (30.013%)
10. TOPOGRAPHIC INFORMATION SHOWN ON THIS PLAN 13 BASED ON A SURVEY BY GUIBLE & ASSOCIATES,
P.C., DATED 8/20/03 AND 9/24/07. ALL ELEVATIONS REFERENCE NAVD sa UNLESS CTHERsWISE
NOTED. BOUNDARY INFORMATION PROVIDED By SEABOARD SURVEYING AND PLANNING-
11. PROPERTY IS LOCATED IN F.I.R,M. ZONES SHADED "X" AND 'AE" (EL9) NAVD '35. F.I.R.M. ZONES
SU94ECT TO CHANGE BY RE W.A.
Il DESIGN ENGINEER SHALL INSPECT INSTALLED STORMWATER MANAGEMENT FACILITIES AND CERTIFY
THEIR CONSTRUCTION TO THE TOWN.
13. THE DEVELOPER SHALL PROVIDE A SIGNED OPERA-RON AND MAINTENANCE
AGREEMENT TO THE TOWN FOR THE OPERATION AND MAINTENANCE OF ON -SITE STORMWATER
MANAGEMENT APPURTENANCES.
A
FXISTIH& STOP.AaE WHMINS
L -------------------------------------------
14. SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. THEY DO NOT REFLECT ANY RESTRICTIVE COVENANTS THAT
MAY EXISTS.
15. ALL PROPOSED SPOT ELEVATIONS ARE TO TOP OF PAVEMENT (BOTTOM CURB) UNLESS OTHERWISE NOTED
16. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED.
17. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND-
18. CONSTRUCTION TRAFFIC OVER THE INFILTRATION AREAS SHALL BE LIGHTWEIGHT RUBBERTIRE VEHICLES ONLY TO
MINIMIZE SOIL COMPACTION IN THESE AREAS.
ig. SITE WILL BE LIGHTED IN ACCORDANCE WITH CHAPTER 48. ARTICLE ix "oumom LIGHTING" OF THE TOWN OF NAGS
HEAD CODE OF ORDINANCES.
20. STORMWATER MANAGEMENT (TOWN OF NAGS WAD REQUIREMENTS):
STORAGE IS PROVIDED TO MEET THE TOWS 4.3 INCH RAINFALL REQUIREMENT VIA COMBINED STORAGE FROM
TWO INTERCONNECTED WILTRA71ON BASINS AND AN INFILTRATION TRENCH LOCATED UNDER PARKING SPACES
STORAGE REQUIRED (4.3 INCH RAINFALL EVEN* 18,774 CE
STORAGE PROVIDED:
INFILTRATION BASINS: 111,547 CIF
INFILTRATION TRENCH: 7,017 OF
TOTAL STORAGE PROVIDED: 18,864 CF
21. STORMWATER TABULATIONS (NCDENR REQUIREMENTS):
STORAGE IS PROVIDED TO MEET THE HCOINIR I INCH RAINFALL REQUIREMENT VIA COMBINED ADM -GRADE
STORAGE WITHIN THE TWO INTERCONNECTED INFILTRATION BASINS.
STORAGE REQUIRED (1.0 INCH RAINFALL EVENT} 4,366 CIF
STORAGE PROVIDED: (ABOVE-GRADEY. &043 CIF
22. THIS PLAN SHEET TO BE UTILIZED FOR GRADING AND DRAINAGE CONSTRUCTION ONLY. FOR SPECIFIC ENGINEERED
DESIGN, SEE SEPARATE CONSTRUC71ON DOCUMENTS INCLUDING SEPARATE SITE, EROSION CONTROL, AND LIGHTING
PLANS.
NORTH
YOU DIG
CALL TOLL FREE
I 1_
_800-632-4949
NORTH CAROLINA
ONE CALL
NOTE.
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO HE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS LOCATIONS, TYPES,
AND ONIENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
M077CE TO PROCEED.
11URFE
CROSS SECTION A -A & B-
INFMIRA770N BASIN #1 & #2
N.T.S.
TURFSTONE PAVERS ASPHALT PAVEMENT
(SEE DETAIL SHEET 7) (SEE DETAIL SHEET 7)
INFILTRATION ELEV. PER GRADING PLAN NU". PER GRADING PLAN
SWALE/BASRI WITH
TOP BERM 0 11A' 3: SIDES
PARKWAY CURB
DIV. VARIES
DOT. EL 0 9.6
N/F
CHARLES L. SINEATH, et ux
" -148. PC, l5q)
FARLEL "E"
/,:X/PIPE REEVED h*-
-A SLEEVED
TO
BE FILTER FABRIC.1-
WITH,', ENV 0 9 a \\,�-FILTEIR FABRIC.
Amv Goo
-ABRIC,
SIDES)
CROSS SECTION
Lo
INFILTRATION TRENCH DETAIL
TURFSTONE PAVERS
(SEE DETAL SHEET 7)
ELEV. PER GRADING PLAN
OSTEND GRADE
GRAVEL BASE (STORAGE LAYER) TO
CONSIST OF Sm MIN. THICKNESS FOR
TURFSTONE PARKING SPACES WITHIN
THE INTERIOR OF THE SITE. THICKNESS
FOR TURFSTONE PARKING SPACES
USED FOR STORMWATER INFILTRATION
TRENCH SHALL MAINTAIN A BOTTOM
ELEVATION 0 9.0'
GRAVEL BASE (STORAGE LAYER) SHALL
CONFORM TO THE FOLLOWING (',RARING:
a0z SASSING
1.5" 100%
1.0" 95%(*5%)
0 5" 45W±537
0 CD 2
� S2
LEGEND u aZ>- I
ElIII EXISTING EXISTING ASPHALT PAVEMENT �j
PROPOSED ASPHALT PAVEMENT11A 2•
1 i
4)
U0
PROPOSED TURFSTONE
In
0
PROPOSED CONCRETE W2
PROPOSED INFILTRATION TRENCH
Em 4< 0 z C
)IK 54
EX. IRON PIPE c� 2 z ww
m EX. CONC. MON.
0 EX. IRON ROD
A EX. PK NAIL .......... Z-
EX. LIGHT POLE s"
0 00
VQ3 EX. UTILITY POLE
EX. TEL PEDESTAL dip Of
(Z) EX. CABLE PEDESTAL
(2) EX. FLAG POLE
11 6
EX. WATER METER
EX. FIRE HYDRANT d cif
4 EX. WATER VALVE IOU IE Irw
h n
PROPOSED CURB AND GUTTER . it
�mw
PROPOSED 6* CURB (NO GUTTER) g
PROPOSED CURB & SPILL GUTTER
WITH TRANSITIONS
PROPOSED D.I.
PROPOSED STORM PIPE
No.4 <5% (HOPE OR RCP AS INDICATED)
COMPACTED STONE TO HAVE 40% PROPOSED RIP -RAP
VOID SPACE.
w
is
PROPOSED SWALE
vi
PROPOSED FIRE HYDRANT
wo
us
Q) PROPOSED STORM MANHOLE
n
Dec3;
i
vc
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3) PROPOSED SANITARY SEWER MANHOLE
mv. qff too, --- EXISTING CONTOUR
L EXI5TIN6 STORAISE BOIL -Ks - - - - - - - - - - - - - - - - - - - - - - - -9.0-- PROPOSED CONTOUR I0
EXISTING SPOT GRADE 05
IojI 9 Q PROPOSED SPOT GRADE (NAVO !IN)
(0 TOP OF PAVEMENT UNLESS OTHERWISE NOTED)
4IIM PROPOSED FLOW
... .........
F- - - - - - - - - - - - - - - - - - - - - - - - - - - -
.. . .............
.. ... ...... DRAINAGE DIVIDE
i . : :11;4: ::: :: C-4
. ......... :: - CV
EXISTIN& STORAGE WILMS, ...........
- - - - - - - - - - - - - - - - - - j .......
toti 15� .........
F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7­1
1 N/F
EXis'nH& 5TORA.611! BUILDRI115 NAC9,5 Hr=Al:;) 5MLF= ST(�)RA(Svf-=, L.L.0
4M 15-0, P6 -0- P.C. I- 5L. 200)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F _j (LOT P)
mqs
TOP - 11.5'
PIPE INV. - &W
EX 00MV-LAK SUMP INV. - 8.0'
'Alto
0.11' ABOVE
YL TONIE)
V. *.�.
V. B.
\11 'LlOA4
N/F
TOM OF NA&5 HEAP
TOP - 11.6'
(Ox ABOVE
ADJ. TURFSTONE)
PIPE INV. - 4.111'
SUMP INV. - 8.0'
198 LN.FT. OF 15" HDPS
wo vtV, Y. 10.01)
_X_
lk lob
�2)92
IrJjwmG TO
Y�jo b�� BE PIPED
%jjjo
DOWNSPOUTS
PAVEMENT OR
SOUTH 9Dq
\ I
Y005
12
T(co).Pl I -XX04000 VIE
ADJ. TURPSTONE)4
PKP" 8� PIPE INV. ic
OHO OLSUMP INV . 8.0
0 0-0 RO &*10AMON7TTEC
(aws) TYP.
w
X_ _x
"tio A ,,too
DOWNSPOUTS_�"�
STORM SEWER
L - -1610.5b - J 10-�
PRINCIPAL BUILDING
PROPOSED 18,200 Sf. WAREHOUSE & STOW FABRICATION
1-STORY, 28' HIGH METAL SLAB FOUNDFRAME BUILDING ON OCHICKIE
ATION
1) ON MEN am
ALONG IRAF'M PR07ECTMN
I Y, --. ARDS) TIP. A
L------- ---- ---V
fL
­7"!
W
BUILDING ROOF TO BE GU
CONNECTED
IP
510 MSEWER
A BUILDING 'A
PRWWOSP 5.2 OFFICES DOM
I 5FURT. ZD METAL FIR BUILDING
F BARONCQ
v ABOVE
F.F.E. 12.6' AVO 111111)
INV ., &-V,
'WAFFIC TEcR
q,
Iola
xl
J4
Y.
,
I-
I •Aiu'
Kt-
r
L94FLYRAAg1
TOP
INFILIRARON TRENCH:
TURFSTONE WITHIN SHADED AREA TO 8§,10�54 SW
(0, 110
Ss
INSTALLED OVER GRAVEL BED (SEED S MWA
BASINS
DETAIL SHEET FOR GRAVEL
SPECIFICATIONS) GRAVEL BED TO BE
SUMP INV. &0'
PLACED WITH BOTTOM ELEVATION OF V
AND VARYING THICKNESS TO ACHIEVE, III
FINISHED GRADES
10101 Tc::)JoNN
(:f:)P NA<S!F7 Hl=-At:;)
(DES 15-M, P6 q8 - P.C. F, SC. 224)
?PARCEL N
7, J,21
Y11.51
10150
...................... ­* .............
.......... * ........
LANDING ROAD
TOP OF BERM - 11.8' E, ....................
....................
.... ..... (60' R/W)
TOP OF STORAGE - Il.S :::: .... *­ " ;A
BOTTOM OF BASIN 9.0' too
3.
.............01- t;#00 ...--
r...... .... .
to �j11All
to
Y102 ...... : -:::::0
ACT ....... rT S14ZL;
II.01 SIN ALONG ...... I
oil FRONT 1 0: ;.::::: i ,
A 'Lot
' I
�10
10
ei2 to
SmmtNT 64 L
STORMWATER
1A�CM*ULA'n
...... .
II
INFILTRATION BASIN
BOTTOM 0 9.0'
0::: 1 joi
yt. I
N/F
UME TO *4' Ow
SWALE. 9
VILLAGE REALTY III
MANNASEMENT SERVICES.....
AS 1 NECIV plan
-140, PIS
rn - P.G. e, 9L. 5-70)
fCFT. OF 15,
PROPOSED SIGN IN COMPLIANCE
(LOT 4A)
WITH ARTICLE MA (SIGNS AND
saTrok SASIO 4
WE,
.........7
p_I_O0R ADVEIRSINGS
STRUCTURES) Cz THE NAGS
'Fop 11.11.t '­ - HEAD ZONING ORDINANCE
.......... -
UILFT. OF 15*
1 0 0.0% SLOPE,- 10p9
1'4 1
m
'LI108, io LN.Fr,:F i�� F�w 0. SLOPE
..............
RCP 0 RON (r(p) - * *
w r WIDE. it 1 .40*1 q
11.12 l0b *::::::ll`
DON 'L11-21
(TYP.) 1000
STORMWATER N/F
Y.11:lb ,tolb X, ]INFILTRATION BASIN FALIL H. ICING
BOTTOM 0 9.01 (M 1451, P6 317 - P.C. E, 5L. 698)
"110 (LOT 8A)
"11.24 *1104
X1122 \
GRAPHIC SCALE
30 0 15 30 so
IN FEET
I inch - 30
comml$" NO.
P07083
DI By
- ADZSCB
DRANK UY
TS/OTHERS
04EM By
DAD/SCS
SM DATE
10/31/07
SHEET NO.
DRAWING FILE: P07083-BASE.DWG;
-PLOT INFO: DATE: 10/17/2007 10:27 AM SCALE: 1* = 30"
%:
w

LEGEND
EXISTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
l
PROPOSEDTURFSTONE
PROPOSED CONCRETE
0
EX. IRON PIPE
o
EX. CONC. MON.
©
EX. IRON ROD
EX. PK NAIL
>$
EX. LIGHT POLE
`a,
EX. UTILITY POLE
©
EX. TEL. PEDESTAL
©
EX. CABLE PEDESTAL
EX. FLAG POLE
EX. WATER METER
11�l
EX. FIRE HYDRANT
A5
EX. WATER VALVE
PROPOSED CURB AND GUTTER
PROPOSED 6" CURB (NO GUTTER)
PROPOSED CURB & SPILL GUTTER
WITH TRANSITIONS
Fo
PROPOSED D.I.
PROPOSED STORM PIPE
PROPOSED RIP -RAP
QD
PROPOSED STORM MANHOLE
— —
PROPOSED SWALE
PROPOSED FiRE HYDRANT
®
PROPOSED SANITARY SEWER MANHOLE
- - -T�- - -
EXISTING CONTOUR
—9.0—
PROPOSED CONTOUR
—11
PROPOSED SILT FENCE
PROPOSED INLET PROTECTION
AM arm
PROPOSED LIMITS OF DISTURBANCE
N
TOWN OF NA65 HEAD
LT FENCE DETAIN
N.T.S
7
_..CH
( J4" WIDE -x 8" DEEP )
7
UPORARY SEDIMENT POOL
NMOT STANDARD 057
WASHED STONE �1
V MIN
2' MAX
—WIRE SCREEN
8"X9"XI6" CMU
DEWATERING
e ,
e m
DRAINAGE
URE W/GRATE
INLET PROTECTIONS SHALL BE CO NSIRUCTED IN ACCORDANCE
VAIN THE NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL, (LATEST EDITION) SECTION 8.52.
INLET PROTECTION SHALL BE PROVIDED AT ALL DROP INLETS, CURB BEETS
YARD INLETS AND ANY OTHER STORMWATER COLLECTION INLET.
NOTE:
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 DIMENSIONS OF THE EXISTING UTiU77ES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SNAIL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
N/F
GHAKLE5 L. 5INEATH, et ux
(05 145, P6 159)
f2AROEL T"
PERMANENT VEGETATION
TEMPORARY VEGETATION
ISEEDING DATES: OCT. 1
- MARCH 31
SEEDING DATES: APRIL 1- SEPT 30
SEED MIXTURE APPLICATION RATES/ACRE
SEED MIXTURE
APPUCATION RATES/ACRE
BAHIA 30 �LOS.
RYE GRAIN
175 LBS.
COMMON BERMUDA 50 LOS.
FERTILIZER
(UNHULLED)
10-10-10 0 750 LEI/ACRE
GERMAN MILLETT 15 LOS.
FESCUE 20 LBS.
MULCH
FERTI ZER
APPLY 4,000 L9. STRAW.
ANCHOR STRAW BY TACKING WITH ASPHALT,
10-1G-10 • 500 LB/ACRE
NETTING OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
-
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOM.
GENERAL SEEDING
SPECIFICATIONS
F— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -I i— — — — — — — — — — — — - — —
I I I I FxlsnN6 sT Bul�ll� I
II--------------------y- - - - - - - - - - - - - - -
I �
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L-------------------EXI5TINGSTORAGEBUILDING
F-------------- `-----------------�
L — — — — — -y — — — — EXISTING STORAGE BUILDING —
— — — — — — — — — — — — — — — — — — — — — — — — — --
N/F
1 XII I NAGS HEAL? SELF STORAGE_, L.L.
L — EXISTING STORAGE BUILDING OB 1578, P6 -73 - P.G. F, 5L. 200)
i------------.---------------- — -J (LOT F)
1
I�
INLET
I PROTECTION
FX. CAiANN-i(hK -
(TYP.)
FEW-E AL000 AROFERTY LR€ EXISTINS GNU /w PT?CE _
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(LIB 13T4, PG 98 - P.G. F, 5L. 22q)
(PARCB A) !
GRAPHIC
30 0 15 p
( IN FEET )
1 inch = 30 ft.
1. APPUCANT/OWNER: FRANCIS RIMS
ARTISAN MARBLE & TILE
206 VILLA DUNES DRIVE
NAGS HEAD, NC 27959
2. PROPERTY I TWICAIAON: LOT 5A, CHARLES L SMEATH DIVISION
PIN/ 9893-17-01-6122
3. PROPERTY ADDRESS _ W. SATERRELD LANDING ROAD
4. RECORDED REFERENCE: P.C. E, SL 779, D.B. 1461,63
5. PROPERTY PIN NUMBER: 9893-17-01-6122
6. SITE ZONING: (0) COMMERCIAL
7. PROPOSED USE: WAREHOUSE & STONE FABRICATION
B. PARCEL AREA: 87.244 aq.tL - 2.0 r. "
9. PROPERTY IS LOCATED RN F.I.R.M. ZONE X (ZONES SUBJECT TO CHANGE BY FE.M.A.)
CURRENT FIRM ZONES PER FILM MAP 37208893GDJ (12/20/06) NAVD ag
10. SETBACKS SHOWN ARE AS PER TOWN OF NAGS WAD. THEY DO NOT REFLECT ANY RESTRICTIVE
COVENANTS THAT MAY EXISTS.
11. PROJECT SCOPE: THIS PLAN PROPOSES THE CONSTRUCION OF STONE FABRICATION AND
WAREHOUSE WAIN ASSOCIATED PARKING, DRAINAGE. WATER AND SEPTIC IMPROVEMENTS.
12. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED.
PLAN VGT-R�
1. SOIL EROSION ,- CONTROL
a.) AREA TO BE DISTURBED: *79,252 aq.fL - t1.90 aa.
b.) ALL DISTURBED AREAS SHALL BE PERMANLNTLY STABILIZED WITHIN FIFTEEN
DAYS OF LAND DISTURBING ACTIVITIES. IF SAID ACPAMES OCCUR OUTSIDE
THE PERMANENT VEGETATION SEEDING DATES (APR, 1- SEP.30)THEN TEMP-
ORARY VEGETATION SEEDING SPECIICAII9NS SHALL BE FOLLOWED FOR
PLANTING UNTIL I#E NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT
WINCH TIME PERMANENT VEGETATION SHALL BE ESTABLISHED ACCORDING TO
PERMANENT VEGETATION SEEDING SPECIFICATIONS (SEE PERM. B TEMP. SEEDING
SPEC'S ON THIS SHEET).
a) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSON DEVELOPS DURING TIME OF
CONSTRUCTION ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SILT FENCING SHALL
BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
PROPERTY. SEE SILT FENCE DETAIL ON THIS SHEET.
d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED
AS NECESSARY UNM PERMANENT CONTROLS ARE ESTABLISHED.
a.) CONSTRUCTION SCHEDULE:
1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
3) NOW PRECONSTRUP"_ CONFERENCE (OWNER, CONTRACTOR, ENGINEER.
AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST ONE WEEK PRIOR TO START
OF CONSTRUCTION ACRATIES.
4) INSTALL SILT FENCING O LOCATIONS SHOWN ON PLAN
5) COMPLETE CLEARING AND GRUBBING PROCEDURES.
6) GRACE SITE ACCORDING TO PLAN / INSTALL INFILTRATION BASIN TO GRADE
7) ALL EROSION h SEDIMENTATION CONTROL PRACTICES IWLL BE INSPECTED WEEKLY
AND AFTER HEAVY RAINFALL EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
8) ONCE TURF STONE PAVEMENT OR GRAVEL BASE FOR TURFSTONE IS INSTALLED.
CONSTRUCTION
TRAFFIC IS TO BE PROHIBITED FROM TURFSTONE AREAS.
9) ONCE SITE IS FUI.LY STABILIZED-. CLEAN STORM SEWER UPSTREAM OF INFILTRATION
BASIN. CLEAN BASIN TO ESTABLISH FINAL GRADE. AND STAOILZE SLOE SLOPES.
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CO MISSION NO.
P07083
DESVIM BY
DAD SCB
DRAIN BY
TS OTHERS
CHECKED BY
DAD SCB
ISSiff DATE
10 31/07
DRAWING FILE: P0701
PLOT INFO: DATE:
1- - 30'
aaaaaaaa�

12"
*'�D
m
1 MAXIMUM
m PENALTY
3 z50
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N
VAN ACCESSIBLE" SIGN
SIGN: R7-8 OR R7-8A
GREEN - BORDER AND LEGEND
WHITE - BACKGROUND
BLUE - IN ACCORDANCE W/
ADA STANDARDS
---SIGN: R7-8D
GREEN - BORDER AND LEGEND
WHITE - BACKGROUND
RADIUS CONC. TOP
2500 PSI CONCRETE
— 12" �I
ADA RESERVED PARKING SIGN DETAIL
3
H
8"
(NC
N.T.S
HEAVY DUTY ASPHALT X-SEC
Mrs.
OWNER RESERVES THE RIGHT TO SUBSTITUTE
HEAVY DUTY CONCRETE PAVEMENT IN PLACE
OF HEAVY DUTY ASPHALT SECTIONS
NOTE: USE OF THIS DETAIL MUST BE IN ACCORDANCE
WITH THE "GUIDELINES FOR USAGE" IN THE NAGS HEAD
RECOMMENDED STANDARD DETAIL MANUAL. THIS DETAIL
REMSION IS VALID FOR NOT MORE THAN TWO (2) YEARS
FROM THE MOST RECENT DATE OF ANION OR UNTIL
SUPERSEDED BY REVISION, WHICHEVER IS SOONER.
x (w • TRONRIY If
WAR) I 17 (MN.)
OF ROADWAY
3y
SECTION A -A
N.T.S.
F
W
�3W CONCRETE CURB ! CUTTER
FLUME. DROP -INLET OR OTHER
P STORM WATER MANAGEMENT
\ AS REQUIRED
NOTE: SEE ZONING ORDINANCE PARKING
REGULATIONS FOR SIZE LIMITS FOR SMALL
PARKING LOTS.
SMALL PARKING LOT
DRIVEFAY CQNFIG URATION
(NOT FOR TRACTOR -TRAILER ACCESS)
N.T.S.
-2-9LDG.OWG
'2007 10:27 AM SCALE: 1" - SO'
18'-0" MAX. 18'-0" MAX. 18'-0" MAX.
EQUAL SPACES EQUAL SPACES EQUAL SPACES
3F
FOR "W" = 6'-0" OR LESS
18'-0" MAX. 18'-0" MAX. 18'-0" MAX.
EQUAL SPACES EQUAL SPACES EQUAL SPACES
E D D E D D E D DI E D
3�N E D 0 E D D E D D'. E D
I I I I I I I 1 1' 1 1
FOR "W" = MORE THAN 6'-0"
E = EXPANSION JOINT
D = DUMMY JOINT
NOTES:
EXCEPT WHERE SHOWN IN THE PLAN, ALL NEW CONC. WALKS SHALL HAVE
JOINTS SPACED AS SHOWN IN TH SE DETAILS.
AN EXPANSION JOINT SHALL BE USE TO SEPARATE THE NEW CONC. WALK
FROM OTHER NEW OR EXISTING CONCRETE CONSTRUCTION.
JOINT PATTERN
TRAFFIC
RATED
3/e• 1 JOINT
SEALANT
Y
RADIUS11 RADIUS
_....__. PREFORMED EXPANSION
JOINT MATERIAL
DUMMY JOINT EXPANSION JOINT
JOINT DETAIL
SIDEWALK K JOINTS
(APPLIES ONLY TO SIDEWALK ALONG U.S. 158)
N.T.S.
4" CONCRETE (3,000 ps4 BROOM FINISHED)
6x6 10/10 WIRE MESH
SLOPE TO DRAIN
d
'• .d .ea
x x x—y--a-- x —
d b
°. d .a
L THOROUGHLY COMPACTED SUBGRADE
CONCRETE SIDEWAIX SEC.�'IQN
N.T.S.
GENERAL CONTRACTOR MAY REPLACE FlBERMESH CONCRETE
WITH WIRE SCREEN OR WIRE SCREEN WITH FlBERMESH
CONCRETE AS APPROVED BY ENGINEER
8" CONCRETE (4,000 psi)
6x6 10/10 WIRE MESH
SLOPE TO DRAIN F---�
e
da d
. x x '' x —�—a-- x.
d
d
a
6" ABC (NCDOT TYPE "A")
THOROUGHLY COMPACTED SUBGRADE
HEAVY DUTY CONCRETE PAVEMENT SECTION
N.T.S.
8"
O
1/4" RAD �P
N
• 88 `3S 88�'
oSTONE
• ALo�o oho R
PARIAY
6" g 12" CONCRETE CURD
REF. NCDOT STD. 846.01
N.T.S.
3 PIECES REINFORCED RUBBER I
4" MULCH. DO NOT LEAVE SOIL -
ON BURLAP. AFTER ROOT BALL
HAS BEEN SET, REMOVE TWINE
OR WIRE FROM ROOT BALL
SOIL aAKFILL
BALLS GREATER THAN 2' DIA.
SHALL SIT ON MOUND OF UN-
DISTURBED SOIL TO PREVENT �e
SETTLING F! €
(3) NO. 12 GAUGE GALVANIZED WIRE
POSITIONED AT 120 DEGREES
AROUND THE TREE
3-2x2x3' TREATED STAKE
HOLE DIAMETER FOR BALL SHALL BE
TWICE BALL DIAMETER
TREE PLANTING DETAIL
N.T.S.
ELEVATION VARIES
SEE GRADING PLAN
FOR SPOT GRADES
CONTRACTOR TO SAW CUT ASPHALT TO
ASPHALT PROVIDE CLEAN EDGE FOR PLACEMENT
(TO BE INSTALLED OF TURFSTONE PAVERS
PRIOR TO TURFSTONE) COMPACTED SAND OPEN FACED
BE BACKFILLED WITH SAND
VOIDS IN PAVERS TO BEDDING COURSE /—TURFSTONE (TYP)
TOP TURFSTONE d-
® CURB (ELEV. B)
i /
BOTTOM GRAVEL OMPACTED SAND t MIN, -
STORAGE (ELEV. A) AVEMENT BASE (98% PROCTOR MIN. WOOVEN
EOTEX11LE
COMPACTION) FABRIC (ALL SIDES) OMPACTED SAND
(DIMENSION MAY VARY BASED GRAVEL BASE (STORAGE LAYER) TO (98% PROCTOR MIN.
ON MANUFACTURER. SEE COMPACTION)
CONSIST OF 8" MIN. THICKNESS FOR
MANUFACTURERS SPECIFICTIONS TURFSTONE PARKING SPACES WITHIN
FOR ACTUAL PAVER THICKNESS) THE INTERIOR OF THE SITE. THICKNESS
FOR TURFSTONE PARKING SPACES
USED FOR STORMWATER INFILTRATION
TRENCH SHALL MAINTAIN A BOTTOM
ELEVATION ® 9.0'
GRAVEL BASE (STORAGE LAYER) SHAL
CONFORM TO THE FOLLOWING I DWNG GRADING:
SEASSING
1.5" 100%
1.0" 95%(t5%)
0.5" 45%(t5%)
No.4 <5%
COMPACTED STONE TO HAVE 40%
VOID SPACE.
TURESTONE PAVING DETAIL
N.T.S.
(2) 8' x 10' CONCRETE DUMPSTER PADS
- 6" CONC. (3000 PSI) WITH
6"x6" W1.4xW1.4 W.W.F. OVER 4" ABC BASE
1 , in,
6- PARKWAY
CURB
2"x4„
9'-8 1 2" 9'-8 1 2„
4'-10 1/4" O.0 4'-10 1/4" D.0 PLAN '--CEDAR
C.
O 1 "x 8" CEDAR 2" GAP
GO
v •
"
2„x4"
• . , ..
...
•
. , .. ...
(TREATED)
`
a
iS
\a
CONC. SLAB
4"x4" TREATED WOOD
POSTS (TYP)_:�)
- SET IN CONC. PAD
M PLAN
T
4"x4" POSTS
ELEVATION
TREATED (TYP)
DUMPSTER PAT?
ENCLOSURE
CONCRETE DUMPSTER
PAD and ENCLOSURE
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COM►NSSION No.
P07083
DESIGNED BY
DAD SCB
DRAWN BY
TS OTHERS
CHECKED BY
DAD SCB
ISSUE DATE
10 31/07
SHEET NO.
7

rinl nl/ /�llf]IEII�
PLAN
WITH COPING REMOVED
4"x8"xt6"
SOLID BLOC
HDPe — PVC
COUPLING
4" PERFORATED H e CPP
SLEEVED IN FILTER FABRIC
INV. ®5.5'
o �
v
JLv IIVIV /� /�
STORM INLET DETAIL
HEIGHT OF BOXES VARY SEE SHEET 2
Ll
1H
1 5/8"15/8"
115/32" 0
G O �_ G
2'-3 1/4"
1 0 0
1 H
1 15/32" V-4 1/2"
PLAN OF GRATING
CAST IRON
V-7 5 8" 4
T�
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1" DEPRESSIDN SFCTION—GG
2'-3 t/4"
p
2.
1 3/16"
TIS�FS O�N—HFi
24" SQUARE GRATE
FRAME & GRATE:
EAST JORDAN
IRON WORKS
CATCH BASIN
INLET
BRICK COPING
INLET GRATE FRAME
RIM 0 7.33'
24- 8"
4" SCH40
TEE
SCREW 4"
SON CAP
INSPECTION
CONCRETE BASE<a
SECTION Y—Y
F—i
E
2'-6" L_
F�
3'-6"
t PLAN OF FRAME
3'-3 3/4 CAST IRON
1 j1.
3/4" 3/4"
3 —1 3/4' 2 1/8
2 1/8
3._6"
1'— —1"
SECTION—EE 1 J8" 1/8"
— 2'-3 3/4" —
3/4"3/4"
422'-2"
. "
2" 2 1/8" — I�2'-1 3/4� 2 1/8"
2'-6"
SECTION—
N.T.S.
4"-90' ELBOW 1
SCH 40 PVC ROOF DRAIN
COLLECTION LINE, SIZE
VARIES SEE SHEET CO2.
SCH 40 PVC W
— SIZE VARIES
SHEET CO2
SCH 40 PVC ROOF DRAIN
COLLECTION LINE, SIZE
VARIES SEE SHEET CO2.
FLOW
-i--
CLASS A NCDOT
EROSION CONTROL STONE
B'L x 6'W x 8"f
4"x3" DOWNSPOUT
SEE ARCHITECTURAL
DRAWINGS
CAST IRON BOOT
J.R. SMITH CO.
#1785-12
ANCHOR TO BRICK
VENEER
II -
7111
-1 I I i-I III
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4" PVC ROOF DRAIN I
.4 d STRUCTURAL
a FOOTING ' 4 n
COMPACTED
SUBGRADE
I
ELEVATION VIEW
PLAN VIEW
COLLEC
N. T.S.
I i
i1 a�
I
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3:1 MAX. SLOPE
FILTER
(TYPAR
t ELEVATIONS VARY (SEE
PLAN VIEW PLANS FOR CONTOUR
ELEVATION INFORMATION)
TYPICAL STORM PIPE OUTI
(APPLIES TO ALL PROPOSED STORM PIPE OUTLETS)
N. T. S.
CONNECT TO 3" PVC ROOF DRAIN
(SEE ARCHITECTURAL PLANS
FOR CONTINUATION)
CLEAN OUT —
(RIM 0 GRADE)
n
CONCRETE PAD
SECTION A —A
A �SPHALT
PAVEMENT
n
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FLUME DETAIL
N.T.S.
INFILTRATION BASIN
BOTTOM ELEVATION
SEDIMENT SHALL BE REMOVED
WHEN THE DEPTH REACHES
9.2S'
2
9.0,
9.2V
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PLASTIC GRADUATED GRADE STICK ATTACHED TO
PRESSURE TREATED POST OR BUILDING PIE MTTH
d STAINLESS STEEL THREADED FASTENERS -
ELEVATIONS SHOW ON GRADE STICK SHALL BE
'tt BASED ON TRUE ELEVATIONS FROM MEAN SEA
x LEVEL
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OR STANDARD PAVEMENT SECTION
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SAND BACKFILL —� ;'-$�t''4, .J� r.
HDPe CPP PIPE
(CORRUGATED
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8" MIN.
PIPE TO BE LINED NTH
GEO TEXTILE FILTER FABRIC SLEEVE
TO PREVENT INFILTRATION OF
SEDIMENTS INTO PIP_
HDPe CPP PIPE INSTALLATION DETAIL
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COMMISSION 140.
P070£33
DESKN O BY
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DRAVM BY
TS OTHERS
CHECKED BY
DAD SC8
ISM DATE
1,03t 07
SHEET NO.
m am
nF A �NRF'T�
DRAWING FILE: P07083-8ASE-2—BLDG.OWG
PLOT N4F0: DATE: 10/17/2007 10:27 AM SCALE: 1" : 30'

NOTES.
1. APPLICANT/OWNER: FRANCIS EL13ERS
ELBERS HOLDINGS. LLC
ARTISAN MARBLE & TILE
206 VILLA DUNES DRIVE
NAGS HEAD, NC 27959
2. PROPERTY IDENTIFICATION: LOT 5A. CHARLES L SINEATH SUBDIVISION
PIN$ 9893-17-01-6122
3. PROPERTY ADDRESS: 2230 LARK AVENUE
NAGS HEAD, NC 27959
4. RECORDED REFERENCE P.C. E. SL 779. D.B. 1461.63
P.C. F. SL 7.29
5. SITE ZONING: (C3) COMMERCIAL SERVICES DISTRICT
6. PROPOSED USE WAREHOUSE & STONE FABRICATION
7. PARCEL AREA 87,244 sq.fL - 2.0 acres
S. PROPERTY IS LOCATED IN F.I.R.M. ZONE_ X (ZONES SUBJECT TO CHANCE BY F.EM.A.)
CURRENT FIRM ZONES PER FIRM MAP 3720989300J (12/20/06) NAVD 88
9. LOT COVERAGE:
PROPOSED COVERAGE WITHIN 500 FT OF FRESH POND:
LOT AREA WITHIN 50V OF FRESH POND - 33,749.85 sq.ft.
BUILDING = 9,960.8 sq.ft
ASPHALT & CONCRETE - 145.a aq.iL,
TOTAL IMPERVIOUS COVERAGE = 10,106.6 sq.fL (29.94%)
MAXIMUM IMPERVIOUS ALLOWED 10.125.0 sq.fL (30.o0X)
TOTAL PERVIOUS (TURFSTONE PAVERS) - 8,412.5 sq.fL (24.93%)
MAXIMUM PERVIOUS ALLOWED - 8.437.4 sq.fL (25.00%)
TOTAL OPENSPACE PROVIDED - 15,230.9 sq.ft. (45.13%)
MIN OPENSPACE REWIRED - 15.187.4 sq.ft (45.00%)
PROPOSED COVERAGE BEYOND 500 FT OF FRESH POND
LOT AREA BEYOND 5DO' FROM FROM FRESH POND = 53,493.8 sq. ft.
BUILDING = 13,599.2 sq.ft.
TOTAL IMPERVIOUS COVERAGE = 23,219.9 sq.ft. (43.41%)
MAXIMUM IMPERVIOUS ALLOWED - 24.072.2 sq.ft. (45.00%)
TOTAL PERVIOUS (TURFSTONE PAVERS) - 10,986.3 sq.ft. (20.54%)
MAXIMUM PERVIOUS ALLOWED - 13.373.5 sq.ft. (25.00%)
TOTAL OPENSPACE PROVIDED - 19.472.5 sq.ft. (36.40%)
MINIMUM OPENSPACE REQUIRED - 16,048.2 sq.ft. (30.00P)
10. SETBACKS: REQUIRED PROVIDED
FRONT : W. 89.4'
SIDE (SOUTH): 20- 55.3'
SIDE (NORTH): 2V 20.V
REAR : 26 80.9"
11. BUFFERYARDS: REQUIRED PROVIDED
NORTH 5 TYPE 'C' 5' TYPE 'C- (ALONG PARKING LOT ONLY)
SOUTH 25' TYPE 'G' ALTERNATE TYPE 'G'
EAST 5' TYPE 'C" 5' TYPE 'C'
WEST 25' TYPE 'G' 25' TYPE 'C' (MET THROUGH EX. VEGETATION)
12. PARKING REQUIREMENTS:
STONE FABRICATION:
REQUIRED-1 apace/200 sq.fL x 5,200 sq.ft. = 26 spaces
WAREHOUSE
REQUIRED-.1 space/EMPLOYEE x 8 EMPLOYEES = 8 spaces
TOTAL REQUIRED:34 spaces
TOTAL PROVDED:34 spaces
ADA SPACES REQUIRED: 2 SPACES
ADA SPACES PROVIDED: 2 SPACES
N/F
TOWN OF NAG5 HEAD
DRAWING FILE:
PLOT INFO:
A
x
1
I
I
I
10:27 AM SCALE: IN = 30'
11 SITE LANDSCAPING WILL CONSIST OF REQUIRED BUFFER YARD PLANTINGS AND THE PRESERVATION
OF 16X OF EXISTING LANDSCAPING AREA DEEMED COMPLIANT WITH VEGETATION PRESERVATION
REQUIREMENTS. (SEE ALSO LANDSCAPING PUN - SHEET 6)
14. SETBACKS SHOWN ARE AS PER TOWN OF NAGS HEAD. THEY DO NOT REFLECT ANY RESTRICTIVE
COVENANTS THAT MAY EXISTS.
15. PROJECT SCOPE THIS PUN PROPOSES THE CONSTRUCTION OF A STONE FABRICATION FACILITY
AND WAREHOUSE WITH ASSOCIATED PARKING, DRAINAGE, WATER AND SEPTIC IMPROVEMENTS.
16. ALL DIMENSIONS ARE TO FACE CURB UNLESS OTHERWISE NOTED.
17. ALL UTILITIES SERVING THIS SITE WILL BE PLACED UNDERGROUND.
18. SITE WILL BE LIGHTED IN ACCORDANCE WITH CHAPTER 48, ARTICLE IX 'OUTDOOR LIGHTING' OF THE
NAGS HEAD TOWN CODE OF ORDINANCES.
19. PRIOR TO LAND DISTURBANCE, A TOWN APPROVED SOIL EROSION AND SEDIMENTATION CONTROL
PLAN IS REQUIRED.
20. THE ENTIRE SITE WILL BE IN FULL COMPLIANCE WITH ALL APPLICABLE NFPA REGULATIONS
PERTAINING TO FIRE PROTECTION INCLUDING BUT NOT UMITED TO NFPA 30 AS WELL AS VOLUME V
OF THE NC STATE BUILDING CODE
21. ALL BUILDING SIGNAGE SHALL BE IN ACCORDANCE WITH ARTICLE VIII
SECTION 48 OF THE TOWN OF NAGS HEAD CODE OF ORDINANCES.
21 THIS PLAN SHALL COMPLY WITH VOLUME 1C OF THE NC BUILDING CODE.
23. BUILDING CONSTRUCTION TO CONFORM TO 2002 FIRE PREVENTION CODE
OR LATEST EDITION.
24. ALL EXISTING IMPROVEMENTS TO BE REMOVED UNLESS OTHERWISE NOTED.
25. SOLID WASTE BULK CONTAINERS SHALL BE PLACED IN ACCORDANCE WITH CHAPTER 30 OF THE
NAGS HEAD CODE, NUMBER AND SIZE OF CONTAINERS SHALL BE IN ACCORDANCE WITH SECTION
3G-7(C)(4).
28. THERE ARE NO USACOE SECTION 404 DESIGNATED WETLANDS ON THIS SITE.
27. A NCDENR. DIVISION OF COASTAL MANAGEMENT CAMA PERMIT WILL BE REWIRED FOR THIS
DEVELOPMENT.
ASPHALT
(TO BE INSTALLED
PRIOR TO TURFSTONE)
ELEVATION VARIES
SEE GRADING PLAN
FOR SPOT GRADES
CONTRACTOR TO SAW CUT ASPHALT TO
PROVIDE CLEAN EDGE FOR PLACEMENT
OF TURFSTONE PAVERS
DS IN PAVERS TO
BE BACKRLLED PITH SAND
COMPACTED SAND OPEN FACED
FELEDDING COURSE TURFSTONE (TYP)
TOP TURFSTONE
I
O CURB (ELEV. B)
BOTTOM GRAVEL \-COMPACTED SAND
STORAGE (ELEV. A) AVEMENT BASE (98% PROCTOR MIN.
COMPACTION)
(DIMENSION MAY VARY BASED
ON MANUFACTURER. SEE
MANUFACTURERS SPECIFICTONS
FOR ACTUAL PAVER THICKNESS)
WASTEWATER
SYSTEM NOTES:
CONTRACTOR IS RESPONSIBLE FOR LOCATING EXISTING UNDERGROUND UTILITIES IN AREAS OF WORK PRIOR TO ANY WORK. PROVIDE
1.
ADEQUATE MEANS OF SUPPORT AND PROTECTION IF UTILITIES ARE TO REMAIN IN PLACE
2.
REMOVE TREES, GRASSES, SHRUBS AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS INTERFERING WITH INSTALLATION OF
NEW CONSTRUCTION UNLESS NOTED OTHERWISE.
I
NEW WASTEWATER SYSTEM DESIGN PARAMETERS:
ACTIVE & REPAIR SYSTEM:
DESIGN FLOW: (12) EMPLOYEES O 25 GPD/EMPLOYEE = 300 GPD
TOTAL DESIGN FLOW: 300 GPD
LONG TERM APPLICATION RATE (LTAR): 1.0 GPD/SQ.FT. FOR A L.P.P. DISPOSAL SYSTEM WITH PRETREATMENT.
4.
UNLESS OTHERWISE INDICATED ON THE PLAN, CONSTRUCTION OF SEWAGE COLLECTION, TREATMENT AND DISPOSAL SYSTEM IS TO
CONFORM WITH SECTION .1900 'LAWS AND RULES FOR SEWAGE TREATMENT AND DISPOSAL SYSTEMS' OF NORTH
CAROUNA ADMINISTRATIVE CODE, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES, DIVISION OF ENVIRONMENTAL
HEALTH, ON -SITE WASTEWATER SECTION (15 NCAC 18A1900).
S.
CONSTRUCTION OF SEWAGE COLLECTON SYSTEM, TREATMENT AND DISPOSAL SYSTEM IS TO CONFORM PATH ANY CONDITIONS IMPOSED
BY THE LOCAL HEALTH DEPARTMENT.
6.
MATERIAL USED FOR COLLECTION AND DISPOSAL SYSTEM SHALL CONFORM WITH SAME REQUIREMENTS AS /4 ABOVE
7.
FILL MATERIAL SHALL HAVE SUCH SOIL TEXTURE TO BE CLASSIFIED AS SAND OR LOAMY SAND (SOIL GROUP 1) UP TO THE TOP OF
THE NITRIFICATION TRENCHES. THE FINAL SIX INCHES OF FILL USED TO COVER THE SYSTEM SHALL HAVE A FINER TEXTURE
(SUCH AS GROUP II. III) FOR THE ESTABLISHMENT OF A VEGETATIVE COVER.
THE FILL MATERIAL AND THE EXISTING SOIL SHALL BE MIXED TO A DEPTH OF SIX INCHES BELOW THE INTERFACE. HEAVY
VEGETATIVE COVER OR ORGANIC LITTER SHALL BE REMOVED BEFORE THE FILL MATERIAL IS INCORPORATED.
8.
WELL POINTS AND PUMPS SHALL BE SUFFICIENT IN SIZE AND SPACING TO DRAW DOWN WATER TABLE TWO TO THREE FEET BELOW
REQUIRED EXCAVATION FOR SEPTIC AND PUMP TANKS.
9.
GRADES SHALL BE ESTABLISHED TO DIVERT RUNOFF AWAY FROM TANKAGE CONTRACTOR TO GUARANTEE POSITIVE FLOW THROUGHOUT
THE CONVENTIONAL WASTEWATER SYSTEM.
10.
ALL SURFACE RUNOFF SHALL BE DIVERTED AROUND AND AWAY FROM THE DRAINFIELD AREA FINISH GRADE SHALL BE LANDSCAPED
TO PREVENT PONDING OF SURFACE WATER. VEGETATE DRAINFIELD AREA AS SPECIFIED IN LANDSCAPE PLAN (BY OTHERS).
N/F
CHARLES L. SINEATH, et ux
_
M 148, PC, i5q)
PARCEL "E"
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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FABRIC (ALL SIDES)
-COMPACTED SAND
GRAVEL BASE (STORAGE LAYER) TO
COMP PROCTOR MIN.
COMPACTION)
CONSIST OF 8" MIN. THICKNESS FOR
TURFSTONE PARKING SPACES WITHIN
THE INTERIOR OF THE SITE. THICKNESS
FOR TURFSTONE PARKING SPACES
USED FOR STORMWATER INFILTRATION
TRENCH SHALL MAINTAIN A BOTTOM
ELEVATION O 9.0-
1.5'
HOOP
1.0'
957(t5P)
0.57
457(t5%)
ND.4
c5P
COMPACTED
STONE TO HAVE 40%
VOID SPACE.
TURFSTONE
PAVING
DETAIL
N.TS.
----------------------------------I-I
N/F CONNECT 2' SCH 40 PVC
NAGS F-IE:AD SELF' STORAGE , L.L.G FORCEMAIN TO 60' OF 4' SCH 40
L - - - - - - - - - - - EXISTING STOIR N5E BUILDING I I PVC GRAVITY UNE TO D-BOX -
(DB 58, PG (L - P.G. E, SL. 200)
J 11�� P) (SCR 40 PVC CONCENTRIC REDUCER)
PROPOSED 2' SCH 40
PVC F.M. TO PASS 18'�
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N/F I
TOWN Of= NAGS HEAD
(OB 13101, PIS 016 - P.G. P, 5L. 2N)
(PARGPI A)
PARKWAY
BOTTOM GRAVEL
STORAGE (ELEV. A)
2• ACPHAIT
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3
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(NC
ElEVATONS SHOW ARE FDR ILILSIRATDN
NRPOSF.., ONLY. 00NTMOTOH TO NNDIN
ALL ELEVATORS PWON M C@H3MDCR014
ESTABLISH VFIETATON IN ACCOAANQ
WM SEI]NNG SISCS W MIs SHEET
GRAPHIC SCALE
( IN FEET )
1 inch = 30 &
HEAVY DUTY ASPHALT X-SEC
Yss
OWNER RESERVES THE RIGHT TO SUBSTITUTE
HEAVY DUTY CONCRETE PAVEMENT IN PLACE
OF HEAVY DUTY ASPHALT SECTIONS
ROC( SHALL aE DEAN. WASHED ORAVEL
DR OtU WOKE AND ORACm OR
sm N ACCORDANCE wM sm NOS
3. 4. 4 57. ON a OF ASTi O-Hfl
3' WIDE TRENCH
- :110
3.0' ON CENTERS
l Y� (TYP-)
CONVETIONAL BED SECTION
24 W0 Flu iaDIRED
1/Y�1/4• aiA. Has
4" RITE IFICATION L=
w �ASTM F-
4' gAYFIEN CORRVGIFD POLYEMYLIM (ASHY F-105) LAT NTNMGTON
UNE NNRFlGTON UNE TO HAVE M16E ROWS OF HOLES, EACH HOLE BETTED!
ONE-HNF 1401 AND MREE-ipIRMS INCH IN MAWM% AND UI = IN TIE
LONER PORTION OF TlE TURN% THE OU19DE ROWS SONG APPROYMATELY ON
120'CENTERS: SEE NITIURCA O UNE DUAL AB01E
PWD EAOI OF 4• NIIRFlGTNN YHE SEAL PUxi NTTH WATER-flt00F
SEALWT OR CACA IAJONG
N.T.S.
ALL DRAINFIELD AND REPAIR AREAS SHALL BE SEEDED D MULCHED
ACCORDING TO THE GENERAL SEEDING SPECIFICATIONS
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SITE °°,
VICINITY MAP (Nags Head)
N.T.S.
LEGEND
EXISTING ASPHALT PAVEMENT
PROPOSED ASPHALT PAVEMENT
BUD v0
PROPOSED TURFSTONE
PROPOSED CONCRETE
0
EX. IRON PIPE
■
EX. CONC. MON.
•
EX. IRON ROD
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EX. PK NAIL
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EX. FIRE HYDRANT
isV
EX. WATER VALVE
PROPOSED CURB AND GUTTER
PROPOSED STORM PIPE
-
PROPOSED RIP -RAP
PROPOSED SWALE
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MANNAGEMENT SERVICES
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PROPOSED SIGN IN COMFJANCE' (LOT 4A)
WITH ARTICLE VIII (SIGNSAND
OUTDOOR ADVERTISINGS
I I • I STRUCTURES) OF THE NrS
1 = HEAD ZONING i DINANCE
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COMMISSION NO.
P07083
DESIGNED BY
DAD SCB
DRAWN BY
TS OTHERS
CHECKED BY
DAD SCB
ISSUE DATE
10/31/07
SHEET NO.
OF 1 SHEETS