20120897 Ver 1_Site Plan_20120927

GENERAL NOTES:
1.- NAGS HEAD SELF STORAGE, L.L.C. '
C/O THE RUNNYWEDE CORPORATION '
500 22ND STREET, SUITE 400
VIRGINIA BEACH, VA 23451
� 2. PROPERTY DATA: ADDRESS: 209 WEST EIGHTH S[, NAGS HEAD, NC 27059
PIN; 989313027575
REFERENCE: D.B. 1749. PG. 137; MB E1, PG 261; DARE COUNTY REGISTER OF DEEDS
3, ZONING AND LAND USE:
3.1. SUBJECT PROPERTY—
ZONING: COMMERCIAL SERVICES DISTRICT — C3
EXISTING LAND USE, W|N| STORAGE COMPLEX — CON0TIOI"�`ALU8[
PROPOSED LAND USE: W|N| STORAGE COMPLEX EXPANSION — CONDITIONAL USE AMENDMENT
3.2. ADJACENT PROPERTY—
NORTH: COMMERCIAL SERVICES W. EIGHTH STREET/PROFESSIONAL OFFICE
'
SOUTH: GENERAL COMMERCIAL ( RETAIL 8H0PP\NG CENTER
EAST: COMMERCIAL SERVICES C3 GANNETT AVENUE IMPROVED)
WEST: COMMERCIAL SERVICES (C3) MALLARD AYENUE (UNIMPROVED)
5.3. FRESH POND A.E.C.—
EASTERN LIMITS OF THE 1.200' FRESH POND A.E.C. NUN NORTH-3D�JTH THROUGH THE SUBJECT PROPERTY.
PURSUANT TO CAMA RULE 15A NCAC 07H,0405(n)A\(C). THE CONE7RUC7lON OF SEWERS AND OTHER POSSIBLE SOURCES OF POLLUTION
ARE PREVENTED WITHIN 500' OF THE FRESH POND' BETWEEN 500' AND 1,200`. SEWER SYSTEMS ARE PERMISSIBLE NTH LIMITATIONS.
THE EXISTING DEVELOPMENT'S WASTEWATER DISPOSAL SYSTEM IS LQCATED APPROX. 950 FEET EAST DF THE FRESH POND'
THE PROPOSED EXPANSION PROJECT PROPOSES IMPROVEMENTS VNTminiN THE LAST 100' OF THE A.E.C., HOWEVER. |T DOES NOT PROPOSE,
OR REQU|RE, A NEW WASTEWATER SYSTEM OR ANY MODIFICATIONS TO THE DEVELOPMENT'S EXISTING SYSTEM.
4 DEVELOPMENT SUMMARY:
THIS PROJECT PROPOSES TO EXPAND THE EXISTING NAGS HEAD SELF STORAGE FACILITY WITH THE ADDITION OF A BOAT AND RECREA11ONAL
VEHICLE (RV) STORAGE AREA, THE EXISTING FACILITY WAS CON37RUCTECAROUND 1985. THE PROPOSED STORAGE AREA WILL ADJOIN THE
EXISTING FACILITY TO THE EAST AND WILL INCLUDE A NEW CONTROLLED ACCESS OFF OF SOUTH GANNETT AVENUE TO THE EAST. NO
ADDITIONAL BUILDINGS ARE BEING PROPOSED AND THE STORAGE AREA ��LL BE SURFACED WITH A COMBINATION OF CONCRETE, GRAVEL AND
PERMEABLE PAVEMENT. ST0RMWATER WILL BE MANAGED ON—SITE BY ASYSTEW COMPOSED OF PERMEABLE PAVEMENT AND AN INFILTRATION
BASIN. THE EXISTING MANAGEMENT OFFICE WILL BE USED AND NO ADDITIONAL WASTEWATER, WATER OR PARKING WILL BE REQUIRED.
5. LOT COVERAGE DATA:
5.1. PARCEL AREA— = 117,285 S.F. AC.)
5.2. EXISTING COVERAGES-
5.21 EXISTING IMPERMEABLE COVERAGE `
EXISTING BUILDINGS: = 25,754 S.F.
EXISTING CONCRETE: 9,082 S.F. `
EXISTING GRAVEL: '
TOTAL = 42,392 S.F. �
5.2.2. EXISTING PERMEABLE QOVERAGE
EXISTING PERMEABLE PAVEMENT. = 7,500 S.F.
6`3. PROPOSED OOVERAGES-
5.3.1. PROPOSED IMPERMEABLE COVERAGE
PROPOSED CONCRETE = 3,884 S.F.
PROPOSED GRAVEL:
TOTAL ~~ 10,228 S.F-
5.I2. PROPOSED PERMEABLE COVERAGE:,
PROPOSED PERMEABLE PAVEMENT: = 21,917 SJF,
'
5.4. TOTAL LOT COVERAGES —
�4.1. '
TOTAL IMPERMEABLE SURFACE COVERAGE: ~^ 52,620 S.F.
TOTAL PERMEABLE SURFACE COVERAGE = 29,417 S.F.
TOTAL OPEN SPACE COVERAGE: = 35'189 S.F. (30%)
5.4.2. STATE OF NORTH CAROLINA STANDARD:
COMPLETELY IMPERVIOUS SURFACE = 52,828 S.F.
IMPERVIOUS PORllON OF PERMEABLE PAVERS: (60%, OF TOTAL PERMEABLE PAVEMENT SURFACE)
TOTAL = 70270 S.F. (59,87.)
8, F.E.M.A. FLOOD ZONE
THE SUBJECT PROPERTY |S LOCATED IN FLOOD ZONES. AE (EL 10) & X
AS REFERENCED ON F1R.M. COMMUNITY No. 375356 9893 J, MAP# 372S 8893 OO`\
REVISION DATE; SEPTEMBER 20. 2006 (SUBJECT TO CHANCE BYF.E.W,r".)
7. PARKING:
7.1. REQUIREMENTS: .
(1) SPACE PER EMPLOYEE LESS THAN 5 SPACES)
NO MORE THAN 5 EMPLOYEES ANTICIPATED = 5 SPACES REQUIRED
�.2. PROVIDED:
6 — EXISTING STANDARD SPACES
1 — EX|STlNG ACCESSIBLE SPACE '= 7 SPACES PROVIDED
7.3, THIS EXPANSION PROJECT PROPOSES TO ADD (42) 10`X30YTYP\ BGAT8: RV STORAGE STALL5.
{l THERE ARE NO WETLANDS ON THIS PROPERTY.
B. ESTIMATED AREA OF DISTURBANCE: 80,400 S.F,± /1.4 AC.)
10. BOUNDARY INFORMATION IS BASED ON A SURVEY TITLED "NAGS HEAD SELF STORAGE C0NPANYALTA/ACSM LAND TITLE SURVEY" PREPARED BY C.
ROBERT MORE i||. L-4184` OF BISSELL PROFESSIONAL QROUP, SEAL DATED 7-21-2004. SHEET OF 2
11. EXISTING SITE CDNOill0NS ARE BASED A COMBINATION OF THE ABOVE REFERENCED BOUNDARY SURVEY AND A FIELD SURVEY PERFORMED BY
MICHAEL D. BARR, L-1756, OF BISSELL PROFESSIONAL GROUP, DATED 8-18-2012. ALL EXISTING ELEVATIONS ARE BASED ON THE NAVD 1988
VERTICAL DATUM. SOME ADDITIONAL OFF—SITE CONDITIONS ARE PROVIDED F077 REFERENCE PURPOSES ONLY AND ARE BASED ON AN OVERLAY OF
2010 AERIAL IMAGERY OBTAINED FROM NCONEMAP'COW
12. ALL UTILITIES SHALL BE INSTALLED UNDERGROUND.
13. THE DARE COUNTY HEALTH DEPARTMENT HAS APPROVED THE PROPOSED EXPANSION PROJECT THROUGH PERMIT #20870. DATED 7-24-12.
003"HEET
Know whatis belomml
Call before you dig.
'
PLAN
ECM ID
EXISTING CONCRETE MONUMENT
SIR @
SET IRON ROD
EIR 0
EXISTING IRON ROD
EIP
EXISTING IRON PIPE
pip
PINCHED IRON PIPE
A
TELEPHONE PEDESTAL
Wv
EXISTING FENCE LINE
X
WATER VALVE
py C
FIRE HYDRANT
'huye
WATER SERVICE METER
LIGHT POST
SINGLE POST SIGN
OHE
OVER HEAD ELECTRIC
M.B.L.
MAXIMUM BUILDING LIMIT
N.T.S.
NOT TO SCALE
P.C.
PLAT CABINET
D.B.
DEED BOOK
SL
SLIDE
SF
SQUARE FEET
AC
ACRES
'
PLAN
RIGHT OF WAY
PROPERTY BOUNDARY
----- ------ -----
ADJOINING PROPERTY BOUNDARY
-- -- — — --/»— -- — — — —
EXISTING GRADE CONTOURS
--------- ^^^ ---------
EXISTING DITCH CENTERLINE
EXISTING FENCE LINE
EXISTING TREE LINE
EXIST CULVERT PIPE (SIZE AS NOTED)
'huye
EXISTING GRADE SPOT ELEVATION
EXISTING GRAVEL SURFACE
B0SONO CONCRETE SURFACE
EXISTING PERMEABLE PAVEMENT SURFACE
TOP OF BANK
PROPOSED GRADE CONTOURS
nxn
PROPOSED STOR WATERSTAGE
PROPOSED FENCELINE
PROPOSED SILT FENCE
PROPOSED LIMITS OF DISTURBANCE
PROPOSED FINISHED GRADE SPOT ELEVATION
PROPOSED GRAVEL SURFACE
PROPOSED CONCRETE SURFACE
PROPOSED PERMEABLE PAVEMENT SURFACE
DRAINAGE FLOW DIRECTION

NO" OR FORMERLY
RDK INVE570MIENT COMPANY
C/O HART' S TEETER. INC.
LOT.- TR --1, BLOCK: 5 & 7
F;;'G. SL:- 132
KL-DEVIL HILLS
A,-
III
NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY
DARE COUNTY ABC BOARD STORE, LLC WILBUR WRIGHT WILBUR WRIGHT GOLASA HOLDINGS, LLC
LOTS 1-3 & B-10, BLOCK 4 LOTS 4,5,7&C. BLOCK 4 ASSOCIATION, INC. ASSOCIATION, INC. LOTS 11-16 & UN# LOT, BLOCK 4
1 1 1 FRESH PO :2, ND BEACHES
FRESH POND BEACHES FRESH POND BEACHES LOT 6, BLOCK 4 LOT D, BLOCK 4 PC S-68
PC: 2, SL: 68 PC: 2, SL:68 FRESH POND BEACHES FRESH POND BEACHES L
PC: 2, SU 68 PC: 2. SL:- 68
EXISTING
P --Z EO WOODEN
BARACADE
SOUTH GANNETT AVENUE AI
(50' R/W, PARTIALLY IMPROVED)
7'
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w GUIDELINES SHEET 7)
FENCE TO BE
REMOVED
(APPROY 30-)
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Tk SLAB ELEVATION 11.75'
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(SELF STORAGE)
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EX. WW DISPOSAL AFEZA
APPROXIMATE LOCATION
0
(APPROX. 960'± FROM FREZV I POND) 0
04
Z EXISTING CHAIN LINK FENCE
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P1P 490.95' N27'58'53"W
13 E3 0 0
%IR 00473.37'
MALLARD AVENUE
(50' R/W. UNIMPROVED)
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL-323
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AREA
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NOW OR FORMERLY
REBKEE PARTNERS
SATTERFIELD, LLC
SATTERMELD LANDING
PC: C. SL:- 131 C
NOW OR FORMERLY
TOWN OF NAGS HEAD
LOT C
FOX COMMERCIAL LOTS
PC- C, SL- 9A
( IN FEET )
I inch = 30 ft.
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NOW OR FORMERLY
OUTER BANKS ASSOCIATION
=
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OR REALTORS, INC.
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LOT 4A. BLOCK 6
FRESH POND BEACHES
PC- E, SU 540
0
0
O
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0
Mao
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0 o �l caa ,rte 9m, - — — — — — —
all
Ik llp
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kktw
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EXISTING c k, ka-.4
LECTRICAL Y—,
`EXISTING U OAK
TREE CLUSTER TO BE'
EXISTING CHAIN LINK m (SEE TREE PROTECTION rx,
w GUIDELINES SHEET 7)
FENCE TO BE
REMOVED
(APPROY 30-)
Sz,
3 dip 0
PIP
7—,
y
4-
-&XISTiNo,
47,
280.1'
EXISTING
C3 ONE STORY BLOCK
ON CONCRETE SLAB
Tk SLAB ELEVATION 11.75'
bas •
In S27 °58'53 "E EXISTING CHAIN LINK FENCE n, I , h� % -
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SECURITY
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EX. WW DISPOSAL AFEZA
APPROXIMATE LOCATION
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(APPROX. 960'± FROM FREZV I POND) 0
04
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P1P 490.95' N27'58'53"W
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MALLARD AVENUE
(50' R/W. UNIMPROVED)
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL-323
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EXISTING
LOADING
AREA
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NOW OR FORMERLY
REBKEE PARTNERS
SATTERFIELD, LLC
SATTERMELD LANDING
PC: C. SL:- 131 C
NOW OR FORMERLY
TOWN OF NAGS HEAD
LOT C
FOX COMMERCIAL LOTS
PC- C, SL- 9A
( IN FEET )
I inch = 30 ft.
0

1
PROPOSED
6" TYF; ",AL FIRE HYDRANT ASSEMBLY
W% F" TAPPING SLEEVE AND VALVE
(SEE DETAIL ON SHEET 7)
{!jORDINATE INSTALLATION WITH
DMGN ENGINEER AND TOWN OF
NAGS HEAD PUBLIC WORKS
DEPARTMENT
I
A
N:W OR FORMERLY
RDK IN *'STMENT COMPANY
C/O HARRIS TEETER, INC.
LOT: 7 BS, BLOCK: 5 & 7
PC: G. SL-. 132
;KILL DEVIL HILLS
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A ZONE X
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NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY NOW OR FORMERLY
DARE COUNTY ABC BOARD STORE, LLC WILBUR WRIGHT WILBUR WRIGHT
LOTS 1--3 & 8 -10. BLOCK 4 LOTS 4,5.7 &C, BLOCK 4 ASSOCIATION, INC. ASSOCIATION, INC.
FRESH POND BEACHES FRESH POND BEACHES LOT 6, BLOCK 4 LOT D, BLOCK 4
PC-2, SL-68 PC: 2. SL: 68 FRESH POND BEACHES FRESH POND BEACHES
PC:2, SL,68 PC:2, SL:68
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t
.....E;'a EXISTING
PROPOSED WOODEN
t� 15° DRVIEWAY CULVERT r ARACADE
SOUTH GANNETT AVENUE -- vvzH10 Bnz -Kr2- — (SEE DETAILS SHEET 4} PROPOSED
I E (54' RfW, PARTIALLY IMPROVED} �� �� --- AFi?IiAKTFR SFf IiRETY
MALLARD AVENUE
(50' RAV, UNIMPROVED)
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC:G, SL-323
NOW OR FORMERLY
GOLASA HOLDINGS, LLC
LOTS 11 -16 & UN# LOT. BLOCK 4
FRESH POND BEACHES
PC: 2, SL: 68
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AREA
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TIE NEW FENCE
TO EXISTING
NOW OR FORMERLY
REBKEE PARTNERS
SATTERFIELD, LLC
SATTERFIELD LANDING
PC: C, SL:131 C
NOW OR FORMERLY
TOWN OF NAGS HEAD
LOT C
FOX COMMERCIAL LOTS
PC: C, SL 9A
GRAPHIC SCALE
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( IN FEET )
I inch = 30 ft.
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PROJECT NO:
417

NOW OR FORMERLY
RDK I!'3`'�`ESTMENT COMPANY
C/O i'ARRIS TEETER, INC.
LO' 771 B1, BLOCK: 5 & 7
PC: G, SL: 132
KILL DEVIL HELLS
w
W
W o
~ al
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL-323
MALLARD AVENUE
(50' R/W, UNIMPROVED)
NOW OR FORMERLY
GOLASA HOLDINGS, LLC
LOTS 11 -16 & UN# LOT, BLOCK 4
FRESH POND BEACHES
PC:2, SL-68
PROPOSED
SILT FENCE
LENGTH: 490 L.F.±
SHOWN INSIDE DISTURBANCE F- ,OPOSED
LIMITS FOR CLARITY LIMITS OF DISTURBANCE
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PROPOSED
VEGETATED EARTHIN BERM
TOP ELEVATION: 11.25'
'1EIGHT: VARIES AS REQUIRED
TOP WIDTH,. 3'±
SIDE SLOPE: 3:1 (H: V)
(SEE INFILTRATION BASIN SECTIONS,
DETAILS AND CONSTRUCTION
v SEQUENCE NOTES ON SHEET 6)
EROSION CONTROL NOTE:
x THE BERM WELL ACT AS
z PERIMETER DIKE DURING
CONSTRUCTION AND MUST BE
z TEMPORARILY OR PERMANENTLY
s
STABILIZED WITHIN 7 DAYS OF
o ITS INSTALLATION.
z
z -'
in
NOW OR FORMERLY
REBKEE PARTNERS
SATTERFIELD, LLG
SATTERFIELD LANDING:
PC: C, SL:131 C
NOW OR FORMERI:f
TOWN OF NAGS HEAD
LOT C
FOX COMMERCIAL L073,
PC: C, SL: 9A
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NOW OR FORMERLY
NOW OR FORMERLY
NOW OR FORMERLY
NOW OR FORMERLY
DARE COUNTY ABC BOARD
STORE, LLC
WILBUR WRIGHT
WILEUR WRIGHT
j
LOTS 1 -3 & 8 -10, BLOCK 4
LOTS 4,5,7 &C, BLOCK 4
ASSOCIATION, INC.
ASSOCIATION, INC.
FRESH POND BEACHES
FRESH POND BEACHES
LOT 6, BLOCK 4
LOT D. BLOCK 4
PC: 2, SL: 68
PC: 2. SL: 68
FRESH POND BEACHES
FRESH POND BEACHES
PC:2, SL:68
PC: 2, SL: 68
t
PROPOSED
15 "0 DOUBLE WALL H.D.P.E
CULVERT PIPE
LENGTH: 45'
INV. IN:7.75 (S)
k tt
INV. OUT:7.65 (N)
it
(SEE FLEXIBLE PIPE DETAIL
SHEET fi )
PROPOSED
EROSION CONTROL
VEGETATED EARTHW BERM
THE BERM WILL A
F-iOP
EXISTING
P ELEVATION: 11.25'
PERIMETER DIKE I
}
PROPOSED
WOODEN
HEIGHT: VARIES AS REQUIRED
HEI
CONSTRUCTION AND
CON.'STRUCTION ENTRANCE
! BARACADE
TOP WIDTH: 3±-
TEMPORARILY OR PER
SOUTH GANNETT AVENUE
SEE DETAIL SHEET 7)
',S
f
SIDE SLOPE: (H: V)
STABILIZED WITHIN 7
(50' R /W, PARTIALLY IMPROVED)
f
A NS,
(SEE INFILTRATION AND BASIN
ITS INSTALLATI
CONSTRUCTION
DETAILS AND CONSTRUCTION
w'
{azc)
(our)
I CURB AND GUTTER
SEQUENCE NOTES ON SHEET 6 )
DRAINA
COLLECTION I cht^NECTION
w \ t
A AROUND
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NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL-323
MALLARD AVENUE
(50' R/W, UNIMPROVED)
NOW OR FORMERLY
GOLASA HOLDINGS, LLC
LOTS 11 -16 & UN# LOT, BLOCK 4
FRESH POND BEACHES
PC:2, SL-68
PROPOSED
SILT FENCE
LENGTH: 490 L.F.±
SHOWN INSIDE DISTURBANCE F- ,OPOSED
LIMITS FOR CLARITY LIMITS OF DISTURBANCE
V-
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PROPOSED
VEGETATED EARTHIN BERM
TOP ELEVATION: 11.25'
'1EIGHT: VARIES AS REQUIRED
TOP WIDTH,. 3'±
SIDE SLOPE: 3:1 (H: V)
(SEE INFILTRATION BASIN SECTIONS,
DETAILS AND CONSTRUCTION
v SEQUENCE NOTES ON SHEET 6)
EROSION CONTROL NOTE:
x THE BERM WELL ACT AS
z PERIMETER DIKE DURING
CONSTRUCTION AND MUST BE
z TEMPORARILY OR PERMANENTLY
s
STABILIZED WITHIN 7 DAYS OF
o ITS INSTALLATION.
z
z -'
in
NOW OR FORMERLY
REBKEE PARTNERS
SATTERFIELD, LLG
SATTERFIELD LANDING:
PC: C, SL:131 C
NOW OR FORMERI:f
TOWN OF NAGS HEAD
LOT C
FOX COMMERCIAL L073,
PC: C, SL: 9A
tv

Luminaire Schedule
Symbol
Qty
I Label I
Arrangement
Description
LLF
Lumens /Lamp
Arr. Lum. lumens
Arr. Watts
Fc
5
A
SINGLE
PTH- FT- 250 - PSMH -F -HSS 25' M.H.
0.72:-?
1 22000
10089
241
12.9 :0.3
3
C
SINGLE
PTH -FT --250- PSMH -F 251 M.H.
0.725
122000
15242
241
Maintained Faotcandle levels Calculation Summary.
Label
JCalcType
Onits
Avg
Max 1 Min
Avg /Min
Max /Min
CalePts
JIlluminance
Fc
0. 80
3,4 :0.0
N.A.
N.A.
PARKING SUMMARY
lIlluminance
1, Fc
1,06
12.9 :0.3
3.53
9.67
LIGHTING NOTES:
1. ALL EXTERIOR LIGHTING SHALL COMPLY W €TH NAGS HEAD TOWN CODE,
CHAPTER 48, ARTICLE IX. OUTDOOR LIGHTING.
1 THIS PLAN WAS PREPARED TO MEET THE PARKING LOT LIGHTING STANDARDS
FOR A SELF - STORAGE COMPLEX USE THAT IS CLASIFIED AS LOW LEVEL
ACTIVITY iN ACCORDANCE WITH SEC. 48 -328 (a). THE STANDARD REQUIRES
THAT WHEN ALL LIGHT FIXTURES ARE CUTOFF FIXTURES, A LOW LEVEL
ACTIVITY SHALL MAINTAIN A MAXIMUM FOOTCANDLE OF 3.0 AND A MINIMUM
OF 0.2.
1 PROVIDE SHAKESPEARE MODEL BS30 --00 DIRECT BURIAL COMPOSITE
FIBERGLASS POLE OR APPROVED EQUAL.. INSTALL TO ACCOMPLISH A
MOUNTING HEIGHT (M.H.) AS DESCRIBED ON THIS PLAN. POLE AND
FOUNDATION SHALL MEET OR EXCEED CURRENT IBC COMPLIANT WIND LOAD
RATING.
4. ANY LIGHTING RELATED CHANCES TO THIS PLAN OR SUBSTITUTION OF THE
ITEMS SPECIFIED HEREIN WILL REQUIRE SUBMITTAL TO THE MUNICIPALITY
THROUGH THIS OFFICE PRIOR TO PRODUCTION AND INSTALLATION. THE
SUBMITTAL SHALL BE IN ACCORDANCE WITH THE APPLICABLE ORDINANCE.
S. THIS LIGHTING PLAN REPRESENTS POiNT ILLUMINATION LEVELS AT THE
SPECIFIED SURFACE LOCATIONS CALCULATED FROM LABORATORY DATA TAKEN
UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH THE ILLUMINATING
ENGINEERING SOCIETY (TES) APPROVED METHODS. ACTUAL PERFORMANCE OF
ANY MANUFACTURER'S LUMINARIES MAY VARY DUE TO CHANGES IN
ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS/LED'S AND OTHER VARIABLE
FIELD CONDITIONS. CALCULATIONS DO NOT INCLUDE OBSTRUCTIONS SUCH AS
BUILDINGS, CURBS, LANDSCAPING, OR ANY OTHER ARCHITECTURAL ELEMENTS
UNLESS NOTM.
This photometric array was prepared byI
W,G. Glitenwater & Associates Inc.
Eastern Region Sates Office of the Thomas Harris Co. Inc.
3093 Brlckhouse Ct
Virginia Beach, VA 23452
(757) 340 -1621 F'axd757) 340 -1764
mike @wgg- lnc.com
Address lighting related questions to o Michael Kitchen at
W.G, Glttenwater. Atl rights allowed intellectual property are
reserved,
Projects Fags Head Self Storage Locations KDH, NC
Dates 7/23/12 Files LO- 112310 Revsl
LSI LIG `
PATROT MODEL
ISSN A FULL L CUTOFF
DIE -C,L.ST ALUMINUM FIXTURE
'-€CRIZONTAL BURN
FORWARD THROW
250 't'fATT PULSE -START
WEETAL HALIDE BULB
THE (5) FIXTURE:- AROUND PARKING AREA SHALL
HAVE REAR MOUNTED EXTERNAL HOUSE SIDE SHIELDS
SHAKESPEARE DIRECT
BURIAL COMPOSITE
FIBERGLASS POLE
DR APPROVED EQUAL
36" SQUARE X e CONCRETE CAP CAN
BE CON714GUOUS WITH EDGE OF
SIDEWALK OR S?ARAiED AS REQUIRED
PULL BOX
ALL. ELECTRICAL SHALL BE
IN::TT ED UNDERGROUND
DECIDUOUS TI
STANDARD WA
(DE..0 IDtIOIIS
2ND BRANCH
3" OR WIDER
W/ META €. OR
12 GA. GAIN.
DO NOT PULL
6' LONG, SI'AK[...S,
DIAM, WOOD, OR S
Pt.O PER TREF. (D€
SPECIFIED BA
COMPACTED !
ANCHOR BOLTS AS REQUIR
BACKFiLL WITH POLECRETE .. = ^ "'
AS REQUIRED TO ATTAIN
JRRENT IBC COMPLIANT WIND
LOAD RATING
LI T POLE DETAIL
NOT TO SCALE
EVERGREEN TREE.
0
z
z
a
x
z I
z
z
o I
PRUNE ONLY DEAD OR DAMAGED
WOOD. DO NOT PRUNE
FLUSH TO BRANCH. LEAVE
SLIGHT STUB.
112 GA. GAIN. STEEL GUY WIRE,
ATTACH TO 2.4" MIN. STEEL
T -POST OR RFBAR STAKE, 3 PER
TREE, DO NOT PULL TAUT,
FLEX -PIPE, BARK PROTECTOR
SET • ROOTBALL 2 " -4" ABOVE FINAL_ GRADE,
REMOVE ENTIRE WIRE BASKET AND
BURLAP FROM TOP 1/3 OF ROOTBALL
AND ANY TWINE OR WIRE.
WHITE PVC AROUND WIRE TO MARK
AND PREVENT PEOPLE FROM
TRIPPING OVER WIRE,
4" DEPT}-€ WOOD CHIP MULCH
6" HIGH SAUCER AROUND PLANT
24 MIN. STEEL_ T -POST OR #4 REBAR
STAKE, FLUSH W/ GRADE:, THREE
PER TREE (EVERGREEN TREES)
MI N. 2 ROOTBALL
ROOTBAt.E... ROOTBALL
DECIDUOUS AND EVERGREEN
TREE PLANTING AND GUYING DETAIL
NOT TO SCALE
(GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER
AND CONIFEROUS TREES OVER 4' HT.)
ON STEEP SLG`1 S, PLANT SHRUB WITH
SAUCER ON D0,tNHILL SIDE ONLY.
PRUNE ONLY C�,D OR DAMAGED
BRANCHES.
4." DEPTH BAR,,•: MULCH, OR AS
INDICATED IN T ~fE SPECIAL.. PROVISIONS
PLANT ROOTBAL' 2" ABOVE FINAL GRADE, REMOVE:
PLASTIC OR ME7AL CONTAINER - FOR BAB
MATERIAL, REMt:VE BURLAP FROM TOP
OF ROOTBALL �_? ANY TWINE OR WIRE.
6" SAUCER AR! -UND PLANT
SPECIFIED BACXFILL
COMPACTED Si!'3GRADE
FOR ROOTBOUW' CONTAINER STOCK, MAKE
ROOTBALL SHALLOW SCOPES ( 1/4 - 1/2 ) AMONG
SIDES OF ROO"?AL.L.
112 1/2
ROOTBAI.J._ ROOTBALL
DA, D'A.
SHRUB PLANTING DETAIL
NOT TO SCALE
)I
1 ffl
1 ffl
1
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ROUNDED CONCRETE
e
NOW OR FORMERLY
1
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DARE - ' COUNTY ABC BOARD
STORE, LLC
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6" D1A. STEEL SCH. 40 PIPE
LOT S,' 1-3 & 8 -10, BLOCK 4
^,
BOLLARD FILLED WITH
CONCRETE AND PAINTED
TE:
FRESH POND BEACHES
YELLOW.
f
.e
PC:2, SL-68
DESIGNED: QFIECKEO:
PAVEMENT (SEE DETAIL)
IIPG MIVTSB
-
DRAWN: APPROVED:
®
DMK MSB
°
Q.
.4
SHEET:
15 30 60
120
.
$
a
CONCRETE ENCASEMENT
( IN FEET )
a' TYPICAL
•e,
i inch = 30 ft.
e.a
$? .. • n ; 'e
BOLLARDS SHALT... BE PLACED ON
(~i" iN
EITHER SIDE AND JUST AHEAD
OF THE LIGHT POLE BEING
a ` . e', ..
PROTECTED.
MiN�-
TYPICAL BO"LLARD
DETAIL,
NOT TO SCALE
DECIDUOUS TI
STANDARD WA
(DE..0 IDtIOIIS
2ND BRANCH
3" OR WIDER
W/ META €. OR
12 GA. GAIN.
DO NOT PULL
6' LONG, SI'AK[...S,
DIAM, WOOD, OR S
Pt.O PER TREF. (D€
SPECIFIED BA
COMPACTED !
ANCHOR BOLTS AS REQUIR
BACKFiLL WITH POLECRETE .. = ^ "'
AS REQUIRED TO ATTAIN
JRRENT IBC COMPLIANT WIND
LOAD RATING
LI T POLE DETAIL
NOT TO SCALE
EVERGREEN TREE.
0
z
z
a
x
z I
z
z
o I
PRUNE ONLY DEAD OR DAMAGED
WOOD. DO NOT PRUNE
FLUSH TO BRANCH. LEAVE
SLIGHT STUB.
112 GA. GAIN. STEEL GUY WIRE,
ATTACH TO 2.4" MIN. STEEL
T -POST OR RFBAR STAKE, 3 PER
TREE, DO NOT PULL TAUT,
FLEX -PIPE, BARK PROTECTOR
SET • ROOTBALL 2 " -4" ABOVE FINAL_ GRADE,
REMOVE ENTIRE WIRE BASKET AND
BURLAP FROM TOP 1/3 OF ROOTBALL
AND ANY TWINE OR WIRE.
WHITE PVC AROUND WIRE TO MARK
AND PREVENT PEOPLE FROM
TRIPPING OVER WIRE,
4" DEPT}-€ WOOD CHIP MULCH
6" HIGH SAUCER AROUND PLANT
24 MIN. STEEL_ T -POST OR #4 REBAR
STAKE, FLUSH W/ GRADE:, THREE
PER TREE (EVERGREEN TREES)
MI N. 2 ROOTBALL
ROOTBAt.E... ROOTBALL
DECIDUOUS AND EVERGREEN
TREE PLANTING AND GUYING DETAIL
NOT TO SCALE
(GUY AND STAKE DECIDUOUS TREES 2" AND LARGER CALIPER
AND CONIFEROUS TREES OVER 4' HT.)
ON STEEP SLG`1 S, PLANT SHRUB WITH
SAUCER ON D0,tNHILL SIDE ONLY.
PRUNE ONLY C�,D OR DAMAGED
BRANCHES.
4." DEPTH BAR,,•: MULCH, OR AS
INDICATED IN T ~fE SPECIAL.. PROVISIONS
PLANT ROOTBAL' 2" ABOVE FINAL GRADE, REMOVE:
PLASTIC OR ME7AL CONTAINER - FOR BAB
MATERIAL, REMt:VE BURLAP FROM TOP
OF ROOTBALL �_? ANY TWINE OR WIRE.
6" SAUCER AR! -UND PLANT
SPECIFIED BACXFILL
COMPACTED Si!'3GRADE
FOR ROOTBOUW' CONTAINER STOCK, MAKE
ROOTBALL SHALLOW SCOPES ( 1/4 - 1/2 ) AMONG
SIDES OF ROO"?AL.L.
112 1/2
ROOTBAI.J._ ROOTBALL
DA, D'A.
SHRUB PLANTING DETAIL
NOT TO SCALE
)I
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1 ff I
1 �If l
1 II
1 ff
1 �T
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1 (50' R/W, PARTIALLY IMPROVED)
1 Il
1 D's
1 fi
• 10x70' S1GiiT
1 TRIANGLE
1 ,
1 �
1 �•
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a s3 INSTALLED ALONG THE P/L
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A TYPE "C' BUFF0K YARD SHALL BE INSTALLED ALONG THE R/W
THE BUFFER YARD SHALL BE:
LENGTH: 135'*
VADTH. 5' MINIMUM WHEN INSTALLED 1
i HEIGHT: 5' MINIMUM WHEN INSTALLED
i PLANTINGS: 14,PANESE BLACK PINE TREES PLANTED 10' O.C.
1
WITH iRUSSiAN OLIVES PLANTED 3' O.C. IN BETWEEN. 1
1 I II OR APPROVED EQUAL
1 I II (SEE PLANTING DETAILS THIS SHEET) 3•
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1 b....
1 .•. ..• ••• .•°
1 £XlSTiNG CHAiN LINK FENCE b
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6 ' APPROXIMATE LOCATION
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13 E3 El
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1
1
1
1
1
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NOW OR FORMERLY
WILBUR WRIGHT
ASSOCIATION, INC.
LOT 6, BLOCK 4
FRESH POND BEACHES
PC:2, SL-68
NOW OR FORMERLY
WILBUR WRIGHT
ASSOCIATION, INC.
LOT D, BLOCK 4
FRESH POND BEACHES
PC :2, SL-.68
A TYPE "C" BUFFER YARD SHALL BE INSTALLED ALONG THE R/W
EXISTING THE BUFFER YARD SHALL BE:
WOO LENGTH: 60'*
WOODEN ACADE WIDTH: 5' MINIMUM WHEN INSTALLED
HEIGHT. 3' MAXIMUM WHEN INSTALLED
PLANTINGS: RUSSIAN OLIVES PLANTED 3' O.C. PROPOSED
OR APPROVED EQUAL TYPE "A" POLE MOUNTED LIGHT FIXTURE - 4W
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL- 323
MALLARD AVENUE
(50' R /W, UNIMPROVED)
NOW OR FORME
GOLASA HOLDING
LOTS 11 -i6 & UN# LOT
FRESH POND SEA(
PC :2, SL-68
THE EXISTING TREE LINE WILL BE UTILIZED
ALONG THE REMAINING LENGTH OF R/W TO I
MEET THE " IFFERING REQUIREMENT
I.O, b.0 b.0 b.0 b.o b.o b.o b.o
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NOW OR FORMERLY
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1
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STORE, LLC
1
LOT S,' 1-3 & 8 -10, BLOCK 4
LOTS 4,5,7 &C, BLOCK 4
' ESH POND BEACHES
TE:
FRESH POND BEACHES
1
f
PC: 2, SU 68
PC:2, SL-68
1 ff
1 ff I
1 �If l
1 II
1 ff
1 �T
1 fl
f SOUTH GALMINETT AVENUE
1 (50' R/W, PARTIALLY IMPROVED)
1 Il
1 D's
1 fi
• 10x70' S1GiiT
1 TRIANGLE
1 ,
1 �
1 �•
I°
o a l e A 5' WIDE GRASS YARD SHALL BE
a s3 INSTALLED ALONG THE P/L
0
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A TYPE "C' BUFF0K YARD SHALL BE INSTALLED ALONG THE R/W
THE BUFFER YARD SHALL BE:
LENGTH: 135'*
VADTH. 5' MINIMUM WHEN INSTALLED 1
i HEIGHT: 5' MINIMUM WHEN INSTALLED
i PLANTINGS: 14,PANESE BLACK PINE TREES PLANTED 10' O.C.
1
WITH iRUSSiAN OLIVES PLANTED 3' O.C. IN BETWEEN. 1
1 I II OR APPROVED EQUAL
1 I II (SEE PLANTING DETAILS THIS SHEET) 3•
1
1 b....
1 .•. ..• ••• .•°
1 £XlSTiNG CHAiN LINK FENCE b
1 £XI
b 2
1 ' GR
F-1
.;
110,3'
9 ' ✓a lE)
1 I EXISTING k. '
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fl y 1 .. ..•. .k e• • 0 .
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EX. WIN DISPOSAL AREA
6 ' APPROXIMATE LOCATION
1 C: F
(APPROX. 960'* FROM FRESH POND)
13 E3 El
1 -
1
1
1
1
1
1 I
1
1
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NOW OR FORMERLY
WILBUR WRIGHT
ASSOCIATION, INC.
LOT 6, BLOCK 4
FRESH POND BEACHES
PC:2, SL-68
NOW OR FORMERLY
WILBUR WRIGHT
ASSOCIATION, INC.
LOT D, BLOCK 4
FRESH POND BEACHES
PC :2, SL-.68
A TYPE "C" BUFFER YARD SHALL BE INSTALLED ALONG THE R/W
EXISTING THE BUFFER YARD SHALL BE:
WOO LENGTH: 60'*
WOODEN ACADE WIDTH: 5' MINIMUM WHEN INSTALLED
HEIGHT. 3' MAXIMUM WHEN INSTALLED
PLANTINGS: RUSSIAN OLIVES PLANTED 3' O.C. PROPOSED
OR APPROVED EQUAL TYPE "A" POLE MOUNTED LIGHT FIXTURE - 4W
NOW OR FORMERLY
WINDCHASER, LLC.
TRACT 2
COASTAL READY MIX
RECOMBINATION PLAT
PC: G, SL- 323
MALLARD AVENUE
(50' R /W, UNIMPROVED)
NOW OR FORME
GOLASA HOLDING
LOTS 11 -i6 & UN# LOT
FRESH POND SEA(
PC :2, SL-68
THE EXISTING TREE LINE WILL BE UTILIZED
ALONG THE REMAINING LENGTH OF R/W TO I
MEET THE " IFFERING REQUIREMENT
I.O, b.0 b.0 b.0 b.o b.o b.o b.o
30
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NOW OR FORMERLY
TOWN OF NAGS HEAD
LOT C
e
FOX COMMERCIAL LOTS
,ry
PC: C, SL 9A
d!�°
e,
TE:
7 -19 -12 1 " =30'
DESIGNED: QFIECKEO:
IIPG MIVTSB
-
DRAWN: APPROVED:
DMK MSB
GRAPHIC SCALE
SHEET:
15 30 60
120
OF
CAI? FILE:
( IN FEET )
PROJECT NO:
i inch = 30 ft.
4171

W
.2D OR
3" MIN,
.
CONVENTIONAL CONCRETE CONTROL JOINT DETAIL
..
NOT TO SCALE SECTION VIEW
NOTES
MINIMUM PAVEMENT THICKNESS (D) = G" S x �2.9 WWF
REINFORCEMENT, PLACE 2" BELOW TOP OF SLAB
UNDOWEJED TRANSVERSE CONTRACTION OR LONGITUDINAL
JDiN'[ SAWED OR PRE-MOLDED. DO NOT DOWEL PAVEMENTS LESS THAN 7^ THICK.
CONVENTIONAL CONCRETE SPECIFICATIONS:
1. USE ACI CERTIFIED FLATWORK FINISHER
2. USE AQ 330R-01 GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS
3. USE AC} 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS
4. ALL CONCRETE USED IN PARKING LOT, UNLESS OTHERWISE |WQ]OA7ED. SHALL HAVE A
COMPRESSIVE STRENGTH OF 3.588 PSI AT 28 DAYS.
5. PREPARE THE SUBQRADE IN ACCORDANCE WITH THE GEOTECH41CAL ENGINEER'S
RECOMMENDATIONS FOR R|Q0 PAVEMENTS. SUBGRADE SOIL QEN8|TYTESTING MUST BE
COMPLETED AND VERIFIED BY THE GEOTECHN|CAL ENGINEER PRIOR TO CONCRETE
PLACEMENT.
0. IMPORTED SOIL USE FOR BACK RLLSHDULD BE FREE OFHE�/YCLAY, S!LTD, STONES,
PLANT
ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 11' IN DIAMETER IN ORDER TO ACHIEVE
ADEQUATE COMPACTION AROUND ANY FIXED OBJECT IN GROQ),D. ALTERNATE WILL BE T0
USE FLOWABLE RU_
7. KEEP ALL JOINTS CONTINUOUS WITH A MAXIMUM JOINT SPACING OF 10 FT.
G. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 12 H0URS FROM TIME OF
PLACEMENT:
A. SIDEWALK-SPACING SHALL BE SAME AS WIDTH OF PA\&�iENT AND LESS THAN 5 FEET
IN LENGTH
B. PAVEMENT-MAXIMUM SPACING SHALL HE 2,5 TIMES THICKNESS IN UNIT OF FEET
AND LESS THAN 15 FEET IN LENGTH (E.G. T=4 INCH SPACING AT1O"x1V')
8. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COMPLETED BY USING ONE OF
THE FOLLOWING METHODS: WATER, PIGMENTED WATER-BASED CURING COMPOUND OR
V1SQUEEN AND BURLAP
GROOVED CR SAWN JOINT
I"INISHED GRADE (TO BE FIIL�D W1 JOINT
1 ./FT FINISH-= PAVEMENT
3000 PSI CONCRETE
PLAIN BUT JOINT
La, ASNOTED
Ud
�
�
�
=
��U�|����
' ��=" "`^~""
OVERFAl
IN FLOW ELEVATION
M
F8JEF,-., RECEIVING
MArER�4�'_ ELEVATION
THICKNESS (V) =1.5 x MAXIMUM �IAME71 ER-8" MINIMUM
SECTION VIEW
NOT 0 SCALE SEE PLAN FOR LOCATION
NOTES:
1. 'La'= LENGTH OF APRON. D|STANCE�a'SHALLBE SUFFICIENT
LENGTH TO DISSIPATE ENERGY.
2. APRON SHALL BE RECESSED AND ALIGNED 0TRA|GH-T.
3. FILTER MATERIAL SHALL 8E GE[TE0lLE FILTER FA%8RIGORU^TH|0t
MINIMUM GRADED GRAVEL LAYER.
' G^ AGGREGATE BASE COURSE /
TREATED 2"m0" MAY oEABUTTED
swn TO END FOR MAX. Spns^oEm SPREADER MUST BE
LENGTH ur50.PROVIDE INSTALLED LEVEL
xo�ouA7z suuponT«TJmwTn
/ . s^ MIN. 1^ MIN.
1o^ -
8' MIN, SPACING
FRONT VIEW
LEVEL SPREADER PLATE BOLTED
TO ANCHOR POSTS SPACED 0 S'
O.0 i AND AT EACH END
(SEE FRONT MEW DETAIL)
INFILTRATION BASIN BOTTOM
A SHALLOW DEPRESSION SHALL BE
G THE ENTIRE IN-SITU SOILS
CONSTRUCTED ALON
LENGTH OF THE UPSTREAM SIDE OF THE
-RAP TRENCH
IEVEL SPREADER PLATE. 12* WIDE x 6" DEEP RIP
LONGITUDINAL SLOPE: 0.0% "-S LINED W/ GEO-TEXTILE FABRIC ALONG
AVG. DEPTH: 6" ENTIRE LENGTH OF DOWNSTREAM SIDE
sccu spnm OR soo ncpnsosmw -~~~^"°`m`^+r^=```^` OF LEVEL SrxE"uEx ru^/E.
VIEW, SECTION
TYPICAL LEVEL SPREADER DETAIL
NOT TO SCALE SECTION VIEW
LEVEL SPREADER SPECIFICATIONS
1. Location - level spreaders are typically located at the inlet to an infiltration basin
and are intended to dissipate and uniformly distribute concentrated flows.
2, Length - the total length of the level spreader shall be constructed as noted on
the plan sheet.
3, Width - the average width of the level spreader shall be constructed as per the
details given on this sheet.
4, The Level spreader plate shall shall be constructed of treated 2%10" lumber and
shall be installed completely level over its entire length with a max. deviation of
5. Upstream depression shall be constructed in grade with dimensions as given in th e
detail on this sheet. Again, to ensure equal distribution, the depression shall be
constructed as longitudinally level as possible. Portions of the depression that are
not be lined with rip-rap shall be permanently vegetated as per the guidelines on
this sheet.
O. Qaotnxti|e fabric (filter cloth) oho|| be utilized in onaoa that will receive rip-rap
stone.
7. Rip-Rap - crushed aggregate (4^ to 5" typ') ohoU be p|onod in those urooa given
in the details on this sheet.
8. Maintenance - the level spreader uhoU be inspected after all large storm nvonts'for
damage that may result in poor future performance. Spreader ahoU remain level.
� opsw FACED FLEXIBLE psnmsA8aE FILL VOIDS WITH oLs^m
PAVEMENT SMALL BE TURFsmNE SAND FLUSH WITH TOP
""AND UNLESS OTHERWISE APPROVED OF PAVEMENT
nEFV*s |wyT^uLAnnw
CONCRETE PARKING On \ \
nmouw AS Np7so,ow puxN \ \
GRAVEL DRIVE
(SEE DETAIL
THIS SHEET)
*SURFACE SLOPE
FINISHED GRADE
24"V6", *000 PSI, REINFORCE (I MIN. OVERLAP) MIN. THICKNESS - ' RIBBON. on 0xw'
o
` �
nm
'
WHEN THE FINISHED GRADE SURFACE SLOPE (MAX �A
6.09r.) IS GREATER THAN THE SLOPE OF THE
SUBGRADE SURFACE (MAX 0.5V THE DEVIATION
Pnowosu THE DEPTH OF STONE SHALL NOT HE N "N
LESS THAN THE AMOUNT SPECIFIED.
IABLE (SHWT)
TYPICAL FLEXIBLE EMEAB E PAVEMENT INSTALLATION DETAIL
L
NO SCALE LOCATIONS AS NOTED
FLEXIBLE -PERMEABLE PAVEMENT NQTES:
1. WHEN INSTALLING AND CONSTRUCTING AROUND PERMEABLE PANEMENTS, THE DEVELOPER AND CONTRACTOR SHOULD
FOLLOW THE CONSTRUCTION TECHNIQUES AND GUIDELJNES PROADED UNDER ATTACHMENT "E" OF THE "NAGS HEAD
SELF STORAGE, BOAT AND RV STORAGE AREA EXPANSION, `
STORMWATEn MANAGEMENT REPORT.' THESE GUIDELINES ARE
�
PROVIDED To MINIMIZE COMPACTION npuwDERLYNG IN-SITU SOILS DURING INSTALLATION, ms WELL m] TO MINIMIZE
PAVEMENT CLOGGING OFTEN CAUSED BY ADJOINING UPLAND LAND DISTURBANCES.
RIP-RAP INLET/OUTLET
(SEE DETAIL THIS SHEET)
SEDwENTFOREBAY
SEED, SPRIG OR SOD
FOREBAY BOTTOM
LEVEL SPREADER
DEPRESSION
LEVEL SPREADER
(SEE DETAIL
THIS sxsEr
/
/mn xn
BASIN BOTTOM
COMPACTED ` . | '
SEDIMENT FOREBAY SECTION
TYPICAL GRAVEL SURFACE SECTION SCALE: 1 2' LOCATICIIN4 AS NOTED ON PLAN
NOTE:
SURFACING SHALL CONSIST OF FINE GRADING THE SPECIFIED PARK8V(_� 6b
DRIVE AREAS AND INSTALLING G^ OF AGGREGATE BASE COURSE(#7
STONE), THE SOIL SU8QRADE BENEATH SHALL BE COMPACTED TO AT
LEAST 95 % OF ASTM D 698 PRIOR TO ANY PLACEMENT OF SUBBAa,-:
FILL OR STONE BASE COURSE ALL SITE PREPARATION AND THE DESI, N
AND CONSTRUCTION OF ALL FOUNDATIONS, GROUND SLABS, AND
PAVEMENTS SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS 3' TOP OF BERM WIDTH BERM RETURN WIDTH VARIES (5�-7')
PROVIDED BY A GEOTECHNICAL ENGINEER 2' CONC. RIBBON 6' SHOULDER 62'± AVG. BASIN TOP WIDTH
PERME-ABLE 5." DESIGN STORAGE ELEV.: 11.25' XFENCE ALONG
PAV&iIENT SEED, SPRIG OR SOD GRADUATED SEDIMENT 3.75 4.3" DESIGN STORAGE ELEV.: 11.15' SEED, SPRIG OR SOD
(SEE cirTAIL TYP. EDP SHOULDER GRADE BREAK ACCUMULATION 1.5' DESIGN STORAGE ELEV.: 10.50' SEED, SPRIG OR EARTHIN BERM BERM TOP AND SIDE
THIS SHEET) El FV., 11. , ELEV.. 11.0' BENCHMARK SOD BASIN SIDE ELEV..- 11.25' SLOPES
1/8"/FT SLOPE AS REQUIRED (SEE TABLE NOTE) (SEE TABLE FOR AREAS & VOLUMES) SLOPES ISTABILJZE THII
' | EXISTING GRADE
- ~..,~ .«'±
NATIVE SANDY FILL SOILS
NA71VE SANDY FILL SOILS
BASIN BOTTOM ELEV.:
UUKb & UiU 1 U 1=r% UU Ll=ka I UUIN Z:)r-%-o U pJIm 24' 2e � ~`-
NOT TO SCALE nCDv/ STD o~pu/ -`~` T7��� �� -'-
' �'``--''-'''---'---'-h�0Wl ��-� 8[- ---
1/r
R 24�
. �
| | GROOVED
CP SAWN JOINT 11/81/FT� 1/8"/FT FINISHED PAVEMENT/k�iRAVEL
FINISHED GRADE\ ! / � oacnu�w/Jmwr � ----U ~
INFILTRATION BASIN SECTION A
» u 4 e o
3000 PSI CONCRETE.
PLAIN BUT JOINT,_00
CURB & GUTTER DUMPSECTION
NOT TO SCALE NCDOT STD 846.01
1^ JOINTS SHALL BE PLACED AT 10' mTERvALm
2. EXPANSION SHALL BE pLAnso AT 90' INTERVALS, AND ADJACEWr To
ALL RIGID STRUCTURES.
3. ALL JOINTS SHAH BE FILLED NTH JOINT FILLER AND SEALER.
'
':
SCALE: 1 " = 2' LOCATION AS NOTED ON PLAN
ooupAursu suncnAoc PLAIN BUT JOIN r^ z oown RIBBON 5' SHOULDER 14!± AVmBASIN TOP WIDTH 3' TOP or BERM WIDTH BERM RETURN 'ADTH VARIES (7'-11Y)
4!-0" FLEXV(BLE 5.0" DESIGN STORAGE ELEV: 11.25'
PERMEABLE GRADUATED SEDIMENT
(SEE DETAIL snp BEmcnm^n^ ^'" & `� "E~'~` ~'~`~~-~E' '''-
VALLEY GUTTER ���7U�� THIS - �s�� ~~` ''~~ ' (scs n�ms won� 1.5DESIGN Srnnm» suE� /u�»
»E ELEV.: � -
'
NOT TO SCALE '''" (sss TABLE FOR ^ncAu voLuu oLopsn
Ak
SEE CONVENTIONAL CONCRETE SPECIFICATIONS THIS SHEET A�)
4" MIN OF
xppnovEo SUITABLE FILL W^TEnmL `
COMPACTED TO 957. MAX :ENSITY
AS DETERMINED BY ASTM -_10-98
TOP OF FILL.
ALL EXCAVATIONS SHALL COMPLY WITH THE TERMS AND
CONDITIONS or THE CONSTRUCTION STANDARDS FOR
EXCAVATIONS /wonux'SArETr AND HEALTH REGULATIONS FOR
mo pwm'1�un�
---�~�-^ CONTRACTOR SHALL HAVE A COMPETENT p noowowros�m»z
UNDISTURBED SOIL -^ mLnmsaAND n*xuempunxpnon�nmwu ENGINEER rnACT
UPON ALL PERTINENT MATTERS op THE WORK.
- - �-'�--�---'k- '- x. ooworopcn*rsxsm�eomnwENT
OVER ANY PIPE CULVERT
~LASS 11, TYPE I A--V- - BELOW ����- UNTIL THE PIPE CULVERT HAS BEEN PROPERLY oxcwp/ucnAND
BACKFIII SHALL BE PLACED IN 6" LAYERS COVERED WITH xr LEAST o FEET op APPROVED MATERIAL,
AND vvmrx`/Ep TO ""% MAXIMUM "="SI'' a THE PIPE CULVERT INSTALLATION SHALL os INSTALLED /w
AS DETERMINED BY "v.m u698 TO ,x «uovE
ACCORDANCE WITH TYPICAL '`' ~ '^� /.o.= THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION.
HAUNCH ZONE- FULLY nupxuTso--- o.a= THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION,
o =THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ALONG THE PIPE FROM
MATERIAL THE TOP orTHE P�eroroE TOP oF THE smomNmosmroR THE BOTTOM np
LOOSELY PLACED SEI ECT � / on worussr*�w o' THE PAVEMENT STRUCTURE An THAT POINT.
CLASS FILL HEIGHT FOR FLEXIBLE uo.PsPIPE.
SECTION DIRECTLY ecwcATH PIPE uw -COMPACT AFTER p/ps IS MINIMUM FILL HEIGHT FOR PIPE m^12"xmo<mr-epr
^s PIPE SEATING AND mAoxnu- muAoomM PLACED &pmon no
��u
nu�a�n���m*��o"mr'mFc COMPACTION, p�xocusmropnu
' ' FILL HEIGHT FOR RIGID RCP PIPE.
w/w/umoF uxo w
mo��onnSawmvp/ps'Irc
w/w/ MUM r/u0000r FOR CLASS oum PIPE 'oFT.
� FLEXIBLE ��� INSTALLATION � � �mumnu*aom�c�n
^������u�z���u' �u���,m��xu�u������ ��u����x�' m� III PIPE nu
CLASS w PIPE 'ooFT,
NOT TO SCALE NCDOT STD 300DO1 CLASS V PIPE - 40 FT,
CLEAN SAND
NATIVE SANDY FILL SOILS
NATIVE SANDY FILL SOILS ... . ...
6.5+ AVG, BASIN BOTTOM NO 3
BASIN BOTTOM ELEV.: 10.0*
SAW
6SCINAL HIGH WATER TABLE HWPS�-
EIS
U�J��U 0���J K����U�� ������-������ ��
"n�o nu-nn�x�o x��xn u�x�^�o»� ������,v��o� ��
�
SCALE: 1^ = 2' LOCATION AS NOTED ON PLAN
INFILT INFILTRATION BASIN CONSTRUCTION SEQUENCE NOTES:
1' --- -'''-- BE USED TO M|N|OE COMPACTION OF SOIL ON THE THE FOLLOWING SEQUENCE IS m ADDITION TO THE *vnS/nwCuwm SEw"p.^= S^"�°°`� B~'-'- AND WALLS - OF INFILTRATION DEVICES. TO AVOID COMPACTING THE DRAINAGE WE0A, UNDER THE EROSION AND SEDIMENT CONTROL SPECIFICATIONS.
LIGHT EQUIPMENT AND C0N-''--7-N TECHNIQUES THAT W|N|�{ZE COMPACTION SHOULD BE 1' IN THE AREA OF THE PROPOSED INFILTRATION BASIN CLEA
RING AND GRUBBING SHALL BE
PERFORMED U�L��C LIGHT EQUIPMENT AND OONSTRUC�ON TECHNIQUES.
^-
2. RUN~ SHALL NOT 8E DIRECTED INTO AN INFILTRATION DEVICE UNTIL THE DRAINAGE AREA 2. THE EA-THIN BERM AROUND THE PERIMETER OF THE INFILTRATION BASIN SHALL BE CONSTRUCTED
|5 STABILIZED. A CONSTRUCTION SEQUENCE MUST BE FOLLOWED THAT REFLECTS THE NEED AND STABILIZED WITH TEMPORARY & PERMANENT VEGETATION. THIS WILL CREATE A TEMPORARY
T0 STABILIZE THE INFILTRATION DEVICE. SEDIMENT DURING CONSTRUCTION.
3. A W|N\MVW OF ONE OBSERVATION WELL
INCLUDED IN THE DESIGN OF AN 3' THE PROPOSED STORAGE AREA IMPROVEMENTS SHALL 8EINSTALLED AND GRADED ACCORDING TO
INFILTRATION SYSTEM TO PERIODICALLY VERIFY THAT THE DRAINAGE MEDIA IS FULLY THE PLAN.
DRAINING. THE MONITORING WELL SHALL CONSIST UF A 4 T 6 INCH, PERFORATED PVC PIPE 4. TRANSITIONAL SHOULDERS AND SIDE SLOPES BETWEEN THE STORAGE AREA AND THE PRO
POSED
WITH A LOCKING CAP. THE WELL SHOULD BE PLACED NEAR THE CENTER OF THE FACILITY INFILTRATION BASIN SHALL BE GRADED AND 8TAB|UZED`NTH TEMPDRARY& PERMANENT
DR IN
- GENERAL LDCA710N OF THE LOWEST POINT WITHIN THE FACILITY, FACILITY, WITH THE VEGETATION. RIP-RAP OTECl]ON SHALL BE INSTALLED AS NOTED.
INVERT AT THE EXCAVATED BOTTOM OF THE FACILITY. 5' ALL UNDESIRABLE SEDIMENTS AND TRASH ACCUMULATED WITHIN THE INFILTRATION AREA DURING
4` REFERENCE SIMILAR PERMEABLE PAVEMENT CONSTRUCTION TECHNIQUES AND GUIDELINES ' THE COURSE OF CONSTRUCTION SHALL BE REMOVED.
PROVIDED UNDER ATTACHMENT "E" OF THE "NAGS HEAD SELF STORAGE. BOAT AND RV 8. FINAL GRADING AND PLACEMENT OF CLEAN SAND MATERIAL WITHIN THE BOTTOM OF THE
STORAGE AREA EXPANSION, TqR�Y�J�� MANAGEMENT REPORT." INFILTRATION BASIN SHALL BE PERFORMED.
' 7. INSTALL LEVEL SPREADER, SEDIMENT BENCH MARK, MONITORING WELL AND FINAL PERMANENT
VEGETATION AS SPECIFIED.
FENCE ALONG
AVG. EXISTING GRADE
CUMULATIVE STORAGE
STAGE nEycmpnum sua/ KFMsU oonrxcs AREA (S.F.) (m -WE NEAREST FT)
BASIN BOTTOM
10.0
91100
0
1.50' STAGE
10.5
10,318
4,855
GRADE BREAK
11.0
11,552
10,326
-5.00' STAGF/TOP
11.25
17,000±
13,895
*C3" STAGE INCLUDES INTERSTITIAL STORAGE, 3.75' DOES NOT PER DWQ
BASIN STAGE-STORAGE TABLE
NOTE-
FOR -THE PURPOSES OF MAINTENANCE, « GRADUATED nswcxuxnx soxu
BE |wmnuLEo AT THE BASIN'S BOTTOM TO mo IN THE REMOVAL OF
ACCUMULATED SEDIMENTS AND RETURNING THE o«ow TO ITS uoauw
BOTTOM ELEVATION. RcpsncwnE npoRxnqm AND mmwTEmAwCc
DOCUMENTS FOR ADDITIONAL DETAILS.
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EROSION AND SEDIMENT CONTROL
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THIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTY
HAWF'_ NORTH CAROLINA" THE REPRODUCTION, IN WHOLE OR
PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TO
BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.
BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005.
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Firm License # C-956
3512 North Croctan Highway
P.O. Box 1068
E L Kitty Hawk, North Carolina 27949
ki D [phone]
L
U FAX [phone]
Engineers, Planners, Surveyors
and Environmental Specialists
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EROSION AND SEDIMENT CONTROL
,(_",(_j1NSTRUCTI0_T%z DETAILS
THIS DOCUMENT IS THE SOLE PROPERTY OF BPG, INC. OF KITTY
HAWF'_ NORTH CAROLINA" THE REPRODUCTION, IN WHOLE OR
PART, OR THE MODIFICATION OF ANY DETAIL OR DESIGN IS NOT TO
BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF MARK S.
BISSELL, PRINCIPAL OF BPG, INC., COPYRIGHT 2005.
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Firm License # C-956
3512 North Croctan Highway
P.O. Box 1068
E L Kitty Hawk, North Carolina 27949
ki D [phone]
L
U FAX [phone]
Engineers, Planners, Surveyors
and Environmental Specialists