SW8140102_APPROVED PLANS_20160330

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 I4 01 02
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2016 03 30
YYYYMMDD

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Junc. Box
Top=23.0
Inv=21.50
,1
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G✓/ o FrS,•�r drer.e 2e�,e.•
MAR $ 3 20 Drop Inlet
Sw�l4oe �novp 22 25 N 15.1936"
DUMPSTERS
Flume
EXISTING
ASPHALT
DRIVE
EXISTING
UNDERGROUND FUEL
STORAGE TANKS
52.0'
ADD 6 PARKING
SPACES (STRIPING)
HERE, TYP.
TOTAL AREA-
2.37 ACRES _
(103,132.17 SQ.FT.)
. - , Ln
EX 3:1 Swale
3 ni .83
p
• .1 al: P CONCRETE
,.: ,. , : 'e •I' v1 : w•.. APRONPOO
Q�. v
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61
v
•' ILni
X
LdI '
urop Inev
Top=24.00
Flume
EXISTING
ASPHALT
DRIVE
EXISTING 12'x 60'
• �, .49.0 ° •,
•I Y r �, a •,
S =t: 1 w o .. •'. ExisnNc
• :' 4.i co_ a ►' a 7.5" F
SD -ER ACco, ,. _ -
_MSTING
FENCE & i
4' GATE
RELOCATE AS
NEEDED—
EXISTWG 00.0 PROPOSED S
15 SIDEWALKS,/ 4" SEWER LINE
1::.. :::<xt 15.0
-- ---- !''. ....................... 4.0'
' _____------ --- ----- -------_I
EXISTING PROPOSED
7 CONC. PAD 1000 GALLON
EXISTING PUMPING GREASE TRAP'
STATION ELECTRICAL EXISTING SEWAGE!
RACK ^_ PUMPING STATION!
STOP
-33.9'
PROPOSED LOCA1
OF 6' PICNIC TAE
ar
ADD 7 PARKING
I"r A 1" /f`T IMI\IP

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TABLE OF CONTENTS:
SHEET
1 OF 4
SITE / UTILITY / LANDSCAPE PLAN / STORMWATER
SHEET
2 OF 4
CONSTRUCTED WETLAND - DETAILS & SECTIONS
SHEET
3 OF 4
CONSTRUCTED WETLAND - DETAILS & SECTIONS
SHEET
4 OF 4
EXISTING CONDITIONS & SIGNIFICANT TREE SURVEY
UTILITY PROVIDERS
PENDER COUNTY UTILITIES
PHYSICAL ADDRESS:
LAW ENFORCEMENT CENTER
605 E. FREMONT ST.
BURGAW, NC 28425
MAILING ADDRESS:
P.O. BOX 995
BURGAW, NC 28425
PHONE: [phone]
FAX: [phone]
DUKE ENERGY PROGRESS
P.O. BOX 1090
CHARLOTTE, NC 28201-1090
PHONE: [phone]
CUSTOMER SERVICE PHONE: [phone]
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO WITNAS CALCULATED IS 1:10,000gOF Pljff��l�l
ORIGINAL SIGNATURE LICEN +o
RE UEMBEA
110
THIS DAY OF ^ •'i Nj 22�PP��q`/��
=2596 Q S
�hN L P�� �`�•
1:" LTI
"APPROVED BY THE PENDER COUNTY UNIFIED DEVELOPMENT ADMINISTRATOR"
ADMINISTRATOR DATE APPROVED
SITE PLAN VAUD FOR TWO (2) YEARS FROM APPROVAL DATE
ZURN WILKNS 375XL 1' WITH
INTEGRAL Si VALVES
OR EQUAL (VALVE MUST
BE USC APPROVED)
2' FLOOR DRAIN
(INSIDE INSTALLATION ONLY)
'HOTBOX" TYPE NSU 70
ENCLOSURE
(OUTSIDE NSTALLAVON ONLY).
i
. I
4' CONC. SLAB (OUTSIDE INSTALLATDNI
CONC. FLOOR (INSIDE INSTALLATION)
PVC GAILY. OR DIP GALV. OR DIP PVC _
UNDER CONIC, UNDER CONC.
b
tY MIN/30' MAX
ABOVE FLOOR/SLA
Nr
TOTAL AREA 1' RPZ B
- 2.37 ACRES (103,132.17 SQ.FT.) NOT TO
� EVENTER
DISTURBED AREA - 3.0 ACRES
ZONING - Ge
PROPOSED USE - CONVENIENCE STORE & QUICK SERVE RESTAURANT
PIN NUMBER - 3233 34 7540 0000
SEWER - CAPE FEAR PUBLIC UTILITIES
WATER - PENDER COUNTY UTILITIES
POWER - DUKE ENERGY PROGRESS
ADDRESS: 11795 US HWY. 117 S.
D.B. 4387, PG. 261
M.B. 57, PG. 16
THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO
F.E.M.A. MAP 370344-3233K DATED FEBRUARY 16, 2007. THIS SITE IS
LOCATED IN ZONE "X". I
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE [phone] - FAX: [phone]
License No.: C-2553
(26)
i
I
IIBEPNT
EI
enw unv Immminv Jr'I1A.CJ - v
I 1 I
JLJ PROPERTIES, LLC
12
C-STORE (2800 S.F. / 225 - 12.4)
D.B. 3758, PG. 325
13
OSR (LITTLE CAESARS) (1327 S.F. / 100 = 13.27)
I I
I
M.B. 12, PG. 54
27
FUTURE RETAIL (AUTO PARTS STORE) (6,000 S.F / 225
ZONED GB
52
-26.6)
TOTAL SPACES REQUIRED
I
UNDEVELOPED
RESIDENTIAL SUBDIVISION
53
HAVE BEEN PROVIDED (INCLUDES 2 HANDICAP SPACES WHICH 1 IS VAN ACCESSIBLE).
I
JLJ PROPERTIES, LLC
1519 LANDA LEE W
WILMINGTON, NC 28405
10.0,
TRACT B
Of
IN
m
I
O
REVISION OF SECTION 1
3
cOI
HUNTER HILLS
a I
M.8.12, P.54
n
a
v
W
I
Z
EXISTING OF DITCH
�
F- OC
Z) W
,. '
I
JCL
On
/
EXISTING 4L a' DITCH
.
PP I r�
I rnI�
I I 11
I I 11
I rn
END OF RELOCATED DITCH 1 ►
REGRADE EXISTING DITCH rn I I'
FOR POSITIVE DRAINAGE
GN NoRq
D
N•G•
► � II
I I �
II II I i
I I ► I �,
I I I I rn I'
I
II W I1 I
(2 / I (28) II
REVISION OF SECTION I I I III
HUNTER HILLS
M.B.12, P.54LU
I I �►'• I
� I I
JLJ PROPERTIES, LLC
D.B. 3758, PG. 325 APPROXIMATE LOCATION OF I I
M.B. 12, PG. 54 EXISTING 8" WATER LINE
ZONED GB W
RESIDENTIALSUBDIVISION START OF RELOCATED DITIC I 1 I
JLJ PROPERTIES, LLC I j
1519 LANDA LEE LN
WILMINGTON, NC 28405 I (29� APPROXIMATE LOCATION OF 1
EXISTING 6" SEWER FORCEMAIN
1
I ' BACK OF LAIrRe EQUALS W i
10' LANDSCAPE BUFFER UNIE ' I II
,wnc. B
Top=23.0
Drop Inlet Drop Inlet trw=21.50
Top=23.e X 3.':' Swale Top-2doo j�
EAte�G 3:1 Swale Inv=22.25 • • • Inv=22.75 SIS M
12i 0 2. td2 LF 1O' HOPE Si
1 L
erKI �•rs1�]y� eR '.'. L
0• r I I I:. • � Flwre YYEASI
1 I W aiy0p
1 Flurtie I
1 1 \ EXISTING I j1 i 1 I COSTING
1 I 1 \ ASPHALT I •.y-, 1E ASPHALT -
DRIVE I I I I yi N Ai qEXISTING
i
1 \ \ 1 6
nS anUNDERGROUND TFUEL STORAGE
I .o S7aRAUGE TANKS �► - ''� • I W
( / i 1 I I r EwsnNG tzA eo• -T
GOBtlit- 49.0'. _ I I1 LOADING ZONE yrl W
\\� //l I 1 ^ •_i i I rr • M, i5:F.0
u»vllll«<
EX 3:1
ADD a PARKING warz ws
4.0'
• ••••• ••�•• ---•••
OF 6' PIS TA
SPA STRIPING) •' O
YP. Qpit
TOTAL AREA r GONG. P OOo°A°P PROPOSED
NW"
2.37 ACRES l e.ram°�C1pIN"CAL
EXSNWWc SEWAGE
(103,132.17 SO FT.) RACK PUMPMC STATION
l
IF
ADD 7 PARKNG
EXISTING ,y
SPACES�(STRIPIN
I tl C-STORE f
HERE. Irv.
• S 2,e00 S.F. 3
wWWup I
-52.0' L • )14j F.F. = 26.00
WW
PEDESTRIAN WALKWAY `n
WR
PAVEMENT a e' SIDEWNX ARE
-
►
•1
i
►
HVIY 210
NC
►
a
I
►
yp n
y
► I
I3,, IQ
En
►
'
I
z
►
I
SITE-'"
I I
I
I I
VICINITY MAP - NOT TO SCALE
I I
LEGEND:
EIS - EXISTING IRON STAKE
PIPE
I
EEIP - E�XISTINGG IR NM
I
ECM - EXISITNG CONCRETE MONUMENT
CC - CONTROL CORNER
I
CP - COMPUTED POINT
EPK - DOSTINO PK NAIL
I
SPK - SET PK NAIL
EN®- EXISINC NAIL
I
BENCHMARK
E - CENTERLINE
R/w - RIGHT OF WAY
-pp.
I
EOP . EDGE OF PAVEMENT
MBL - MINIMUM BULDING UNE
BOC - BACK OF CURB
00 - SANITARY SERER CLEAN -OUT
WM - WATER METER
\7-
PP - POWER POLE
UP - LIGHT POLE
KIT - POWER lP ELVAIW TRANSFORMER
HT
Ce-aCHVORE
AM
D - DROP INLET
JB - JUNCTION Box
RCP - RENFORC0 CONCRETE PIPE
INV - INVERT
W
FES -FLARED END SECTION (PIPE)
lz
AC. ACRE(5)
FEETFW
SFM
p4w- WATER VALVE
U-
Nw- IRRIGATION VALVE
FO - FIBER OPTIC CABLE BOX
I
AB - TRAFFIC UGHT BOX
D I
Bo7RANSFORMER
ED
I ¢
-
BOX
<Z
MW - MONITORING WELL
I
SSMH - SANITARY SEWER MANHOLE
D&UE - DRAINAGE h UTILITY EASEMENT
DUetAE - DRAINAGE UTILITY, IS ACCESS EASEMENT
D.B., Fi DEED BOOK. PAGE
I
M.B., FQ- MAP BOOK, PAGE
--UT-- -UNDERGROUND TELEPHONE LINE
- LDERGROUND ELECTRICAL UNE
-_-UE__
;
X - OVERHEAD POWFRIINE
PENCE
-SF-- SILT FENCE
-FIRE HYDRANT
(>PP - POWER POLE
M LP -LIGHT POLE
© -SANITARY SEWER MANHOLE
(2.25.81
' HC HANDICAP
HOPS -HANDICAP PARKING SION
HANDICAP PARKING SPACE
HANDICAP RAMP
SST-- PANTED STOP BAR
- STOP SINGRADING
UNITS LINE dl SILT FENCE UNE
CPS - COMPACT PARKNG SPACE
EXISTING
PROPOSED TRAFFIC FLOW
EXISTING TRAFFIC FLOW
WITH S FILL
. STEEL ��T
PARKING
+17�.47 - EXISTING ELEVATION
I ARFA
2
1
e-U
- .NDe•ww unlwr.
1 i to
.5' 18.7
MEG
- MATCH EXISTING GRADE
I f
I
Ni
- PROPOSED GRADE AT TOP OF CURB
I I I P 4J
E h
I
TW-0.00
- PROPOSED GRADE AT TOP OF WALK
I I 1 ¢ j
1-
a -- E Pip
EP-0.00
- PROPOSED GRADE AT EDGE OF PAVEMENT
�'E) (I
BREAK L
t i
OBL
- DRAUNENAGE
111J 1'
�1V
W
a
DAVID WILSON PAUL do
WIFE UNDA A. PAUL
e--s
- � BLOCK FILTER
W
�)
D.B. 3590, PG. 69
M.B. 1, PG. 40
1rl .l M)
U
ZONED GB
#
-PROPOSED YARD UdiT
RESTAURANT
o-
• DRAINAGE FLOW DIRECTION
oTMRrRAUE No j II I
LANE11 PAUL DAVID WILSON etal
11725 US HWY 117 S a - EXISTING TREE
S 1
I if . ROCKY POINT, NC 28457
UNE OF W WDE, 6' THICK EXISTING I I� iv l , I V Water/Septic SDeeld Notes
1I
(LACK CONCRETE APRON. TYP. ASPHALT I I / $ 1. Contractor to coordinate installation of water service tap with Pander County Utilities and NCDOT.
DRIVE y Yi I Iw ^ W ' ' ' 2. Water Service to Convenience Store Is an existing 1 1/2" In size. Supply line between meter and
VACUUM bj j' h I I building Is 2' Copper. There is on existing 1` copper line previously Installed for the Quick Serve 1
STAND Restaurant which is capped at both ends, contractor to verify location. The ' copper line Is to
-_-_ ___`� in / Ci-1 be extended to the proposed 1' RPZ k 1" Meter.
TYP_ e' CONCRETE - �,I, 3. Sewer system force main Is existing on property.
r PAD 1 % ,� 4. Ponder County Utilities to make water top to the meter according to Ponder County Utilities
2ao 2a0' 280201 j t IJ� N ' 1a standard details.
CS 5. When/if the 6000 of future building on adjacent lot Is constructed ...... water and sewer plans and
I Wft �,or I associated Calculations will have to be revised accordingly.
LLNE OF CONCRETE APRON EMSTNC� P . J J'
uPROPOSED 2 ��,� T �H,� .� EXISTING _- - - +^ \ r-•- r1^'�� Ica l- -
rA)RaAtiEisvACEs ''�D.I. ASPHALT -' C1tE.�� €-' L' ✓
25'MEL- _-____________ _________!��_______ - - - -- ___25 L@ _ ' N �'' a 11 • %F.O. DOP-23.70 PARKING `4r s
aasrn+c Eof arcH - _ c / % MISTING 29' R `{ C?
/ OI STRIPING AT P /
/ �_________ END DRa PAnKaNc AREA n
�' EXISTING
5.0 TwICA1 I 15 ESCAPE UNE back NN afi +� + �
./ HOE AREA ' . / 1� ` e B h
N DITCH '. �' J I_ fe ECM P.P. r P.P
EEEEEEE E E E E-$--EEE EEEEE--E ARFA
-
Zl-HAIL,
%- T.B.LEC, EXISTING PIPE FOR S 15'14'16` W 2 7.56' FORCE MAIN -EIS OE E \
f•O• FUTURE 1.5" F.M. 50_0. MANHOLE E E
EIISTwC / Ox SIGNAL
GRAVEL DRIVE /. No omVEs "THIN zoo' (installed with tracer wire) 25.0' _ BOX / �. �� E "� E N.C.G.S. MOH. 'MEEKS"
Ire---�� APPROXIMATE LOCATION OF • LU �.. E E �, N.C.G.S. MON. "PAUL' N-239,459.44
DOSING 1Y WATER UNE _ _ F.O.®
jp� f DITCH INVERT=19.57' I INVERT=19.92' �b W.V.EAS ING469 = E E N-235,497.57 E=2,335,110.32 ELEV.
N AtTGar E-2,334,320.08 ELEV. 5.26' �y.TING It OF DITCH EXISTING Q OF DTCH 9;a°. � PROPOSED TRAFFlC �� 25 tg•t " E � � 26.74 NAVD 88 25.71 (NAND 88)
-'-' - -'-;1/NV6RtT-.l - 24" RCP_ _ -,_ -.--- PROPOSED le q,� EOp SIGNAL POLE \ 985.95'(( ID) C.F.=099998429 4039.81'(GRID)� _ ._.-.-.-.-' -' ____ __-__ .-. EDP _ a L� _ --
/ -----
1 I - - - - - - - -- NO LEFT TURN SIGNS
___________________________�___________________- -• - -- - k DO NOT ENTER SIGNS - _ - _ _
Cit. 1116'49" E
- - ItaJ o I - - - EACHMOUSIDETED BOF E%IT DRIACK TO BACK
VE 6.O• - - - 'J
" I' ' SITE / UTILITY / LANDSCAPE PLAN / STORMWATER
Ni Ni ARROWS CENTERED IN BAYS : FOR
UGOIIN q - - - - - - - -
--11�
---------------------- - -•► U.S. HWY. 117 zoo Pueuc SPEED LIMIT 55 TRACT ON US HWY.11 . 133, PENDER COUNTY
------------------------------------ ------------------------r _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
�- - - -�- - PREPARED FOR
I.-----w------------------ � - _-- - - - - - - - - - SAKI ,SON-BLADEN
INVERT-15.13' -.0 APPROXIMATE LOCATION OF D�---•
EXISTING 8' SEWER FORCEMAIN W.V.
W.V. W TRAFFIC
OIL COMPANY, INCORPORATED
/,SIGNAL POLE ROCKY POINT TOWNSHIP, PENDER COUNTY, NC
tt�� �-
F.H. TL
TRAFFIC C
E C E IV r PREPARED BY
W �
SITE ADDRESS: 11795 US HWY 117 S. SIGNAL POLE HN L. PIERCE & ASSOCIATES, P.A.
1,.,
OWNER/DEVELOPER: FOR TURNING LANE PLANS & DETAILS P. " NORTH CAROLINA LICENSE No. C-1888
SBOC PENDER EAT, LLC 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
33M DRAKE CIRCLE SEE "TURNING LANE PLANS", SHEETS 1, 2, & 3 OF 3 os BY:S%�/__-__ _QU�pZ PHONE: [phone] DATE: DECEMBER 14, 2015
RALEIGH, NC 27607
919-785-1904 Re SCALE: 1"= 40' F.B.851 PG. 32
a9a JOB # 2013-19324 Email: (Larry) droftp40JIpnc.com
_ GRAPHIC SCALE
R/W A.A. MILLER FAMILY, LLC ARCM DEVELOPMENT, LLC R/W p p 20 40 !b tso
D.B. 3005, PG. 236 D.B. 1300. PG. 95
M.B. 38, PG. 95 M.B. 32. PG. 60
ZONED GB ZONED GB
REF: D.B. 4387, PG.261 UNDEVELOPED UNDEVELOPED IN FZET ,e�
M.8.57, PG.16 MCM DEVELOPMENT LLC () SHEET 1 OF�
A MILLER FAMILY, LLC C/0 JAMES MILLER
D.6.1145, PG.O50 96509 BLACKROCK RD PO BOX 597 1 inch - 40 ft.
YULEE FL_ 32097 WILMINGTON, NC 28402 G:\Projects\BUNK BRANTLEY HAN-DEE HUGO ROCKY POINT -LITTLE CAESARS\Boee.dwg MGr 24, 2016 - 9: 28am
3:1 Swale
EXISTING L _I
5' ROUND SITE-TF--eJ-
BOIl,MDS. TYP..
AM 2 PARKING
SPACES (STRIPING)
HERE. TYP. I I
[I -
EXISTING
S'
1 �AT _ 4--_--_'_
DRIVE

REVISIONS
"Spot" Weld Typ.
6"
"Spot" Weld Typ. __�
1-1/4" &
Bar Stock
/1-1/2" Steel End Bc
1-1/2" x 1/4"
/Steel Bar ®2"
O.C.
I
Q
° d °
a
"Spot" Weld Typ. a 1
6" Min.
1 /4" Steel
° Plate
1-1/2" Steel d
Angle Frame Cont. :e °- c Cont. Weld
all Sides c to CMP c
a
� f
ro as
d d
q
12" Min.
.<
a. °
a4 -
G 0,a a I 54" Min.
b Outlet e .
Structure d° °
Wall Anti -Seep Collar
No Scale
Grate & Frame / Trash Rack
No Scale
> r
i
a
Draw -down Orifice
Assy. (See Detail)\
Trash Rack (See Detail)
Detail)
Excavate area around
orifice assembly as to
provide unrestricted flow
10'
5-0" S uare 6" Min
Typ..
_ Grate & Frame a
rt 2See Detai) 0
1 1:11:L
Not
for
4 Wier NTS
(Along 3 Sides)
B-1
TOP VIEW
6" Min
5'-0"
S uare
Typ..
���---III
I
Grate & Frame
"ETooElevE(100�storm)
(See Detail)
Too
Elev.
V
Elev.
"DElev. "D"
(10�storm.)) V
Cont. Grout
Trash Rack
I
Precast Weir
.•
/Seal
/ '0
(See Detail)
Elev.
"C"
(Temporary Pool) p
Precast
le
for Outlet
Pipe
Draw -down Orifice
-
Assy. (See Detail
Precas
Hole
Elev.
"B"
Permanent Pool
for Ori ice Assy
Con-t Grut Seal
12 Concr to Ballast;
Floor
a
.. _.
6" Min.
Excavate area around orifice
assembly as to provide
unrestricted flow (Hatch Area)
se Slab 6'-4" Squor
SECTION A-1
NOTES
1) OUTLET STRUCTURE SHALL BE
PRECAST SQUARE STRUCTURE AS
MANUFACTURED BY CAPE FEAR
PRECAST CONCRETE, INC. OR
EQUAL
3) PRIOR TO FABRICATION OF
PRECAST STRUCTURE OR STEEL
GRATE & FRAME/TRASH RACK,
CONTRACTOR SHALL PROVIDE
SUMBITTAL DATA (SHOP
DRAWINGS) TO ENGINEER FOR
REVIEW AND APPROVAL
No 5 Bar "U" Strap
(Coat w/ Bitumastic)
No 5 Bar "U" Strap
(Coat w/ Bitumastic)
/ Outlet Pipe (Size per
Drainage Plan)
Anti -Seep Collar._�
Anti -Float Block (See Detail)
(4 CY Concrete)
ELEVATIONS SCHEDULE
CONSTRUCTED
LOCATION
Al'
WETLANDS
19.00M
nESCRIPTION ELEVATION
DEEP POOL BOTTOM
'A2'
FOREBAY BOTTOM
19.000
'B'
PERMANENT PDOL
21.00
.C.
WEIR ELEVATION
22.00
'D'
10 YEAR STORM
22.35
'E'
100 YEAR STORM
22,50
0 INDLUDES
REQ'D Y SEDIMENT STORAGE
ZONE
A
Trash Rack
(See Detail)
Precast Hole
for Outlet Pipe -
Precast Hole
for Orifice Assy
Excavate area around orifice
assembly as to provide
unrestricted flow (Hatch Area)
Outlet Structure Details
No Scale
L
U
(3
6" Clean -out
Outlet
/Structure
i Wall
6" PVC
Tee .
6" PVC
Cont. Waterproof
Seal
6" Cap w/,__� L,IU
1.�" Drilled Hole 1�
Draw Down Orifice Assy.
No Scale
SECTION B-1
6" Min.
Elev.
"E" (100
yToOElev. "E(100�storm)Top
x storm)
"D"
(10�storm.)"D" (10�storm.)
yElev.
y Elev.
"C"
Temporary
Pool
. "B" Permanent Pool
V-6"
G:
Y:0
go �
NOT RELEASED FOR CONSTR�C�UCTION _
HAN-DEE HUGO ROCKY POINT -
Q
Q.
O
C_
O
C
C7
O
N M
L
LU
OM
O171
N
E
LU
a LU z °;c+'�1
Y
w-
C
E
O
C
r0 m
Lq
3z w
Ur
1n Gl a 2 cn
LU
C
Ll Z � w
ILL 00
(n
EavQON
0
Ot
f5;0X 0W
>
0 a rn
C
LLI
9 :)
3
_V
�{
•y
M v
4d
VI
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SCALE: AS SHOWN
DATE: 11 /13/2013
PROJECT: 13-037
DRAWN BY:JNC/OKN
Cv S
SHEET /2' OF
71 dwg Dec 14, 2015 - 1:21pm

LINE TABLE
LINE
LENGTH
BEARING
L1
30.90
S74'45'44"E
L2
30.89
N74445'44"W
L3
34.07
N15*19'36"E
L4
33.04
S89022'46"E
L5
31.46
N89'22'46"W
L6
46.27
S1519'36"W
L7
65.01
S15619'36"W
L8
42.48
S74'45'44"E
L9
35.99
N1514'16"E
L10
38.21
N74'45'44"W
L11
13.56
N15'16'56"E
L12
63.54
S74'45'44"E
L13
10.69
N15'14'16"E
L14
13.52
N15*19'36"E
L15
2.20
S29'08'36"W
L16
3.31
N74'40'24"W
L17
82.17
S15*19'36"W
L18
60.60
S74'45'44"E
L19
35.52
N15'14'16"E
L20
35.68
N15'14'16"E
L21
11.48
S15'14'16"W
L22
2.34
N74045'44"W
L23
2.34
S15'14'16"W
L24
14.34
S74'45'44"E
L25
14.34
N15614'16"E
L26
26.12
N74'45'44"W
L27
1.09
S22'10'06"W
L28
2.23
S74'45'44"E
L29
14.46
N15'14'16"E
L122
20.76
N61'57'15"W
L123
2.61
S1514'16"W
L124
15.00
S15*14'16"W
L125
64.00
N74'45'44"W
L126
15.00
S15'14'16"W
L127
69.81
N74'45'44"W
L128
33.16
N16'25'08"W
L129
31.81
S15*14'16"W
L130
5.08
S15*14'16"W
L131
52.56
S15'14'16"W
L132
145.73
N14'55'22"E
L133
25.84
N73416'33"W
L134
163.00
N74445'44"W
L135
0.50
N15'14'16"E
L136
8.00
N74'45'44"W
L137
10.64
N74'45'44"W
L138
27.00
S15'14'16"W
L139
11.83
N74'45'44"W
L140
110.53
S15'14'16"W
L141
45.43
N68038'21"W
L142
90.29
N66611'46"W
L143
67.46
N14029'00"E
L144
110.28
N07618'11"W
L145
27.34
N58'25'24"W
L146
72.96
N61'39'42"W
L147
26.63
N65'31'45"W
L148
5.25
N4116'24"W
L149
51.09
N25039'14"W
L150
23.55
N18426'58"W
L151
21.06
N18'26'58"W
L152
48.70
N01'56'33"E
L153
38.06
N14'08'09"
L154
53.60
S16020'30"W
L155
45.42
S16'36'01 "W
L156
10.44
N75'34'48"W
L157
12.23
S17'23'35"W
L158
15.00
N74'52'58"W
L159
13.00
N15'07'02"E
L160
2.16
N72'32'13"W
Li61
5.52
N14'14'47"E
L162
6.33
N73'16'31"W
L163
1.70
N11'23'04"E
L164
30.60
N75'02'23"W
L165
17.86
N04'36'39"W
L166
20.84
N74'45'44"W
L167
58.23
N14'55'57"E
L168
16.53
S32'12'42"W
L169
17.06
N74452'53"W
L170
12.36
S29'58'34"W
L171
4.06
N01014'42"W
L172
2.03
N74'45'50"W
L173
30.16
N15014'10"E
L174
24.11
N74045'50"W
L175
30.16
S15*14'10"W
Ll 761
2.20
N74'45'50"W
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY I I
MADE UNDER MY SUPERVSION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY I
ORIGINAL SIGNATURE, LICENSURE NUMBER AND fl_
THIS 4Z DAY OF �i�-! 20�
y��11
JOHN L __ PIE P. L-2596`�� oRTH Q �
�X\kOFES'S 90``,
�Oti�
s � : )>
S 7
0
A' +�
.. pl
Proposed BUA I
/cL_r_J A___N
BUA.
J Area
sf TOTAL
In accord with DWQ policy, it is necessary to treat, at minimum, the difference of Pre 1989 BUA
(319526 sf) and "new" proposed BUA (64,901 sf), or 33,375 sf. Proposed Wetland treats runoff from
42,502 sf (OK) (57,437 sf incl. Future).
EAL
I Ills
,<. rat � .•\�_
CURVE TABLE
CURVE
LENGTH
RADIUS
C1
14.14
4.50
C2
14.14
4.50
C3
3.94
3.00
C4
4.72
3.00
C5
41.97
23.78
C6
24.39
212.78
C7
35.55
23.78
C8
11.36
7.22
C9
15.11
8.00
C10
13.30
212.00
C11
26.59
20.00
C12
10.02
11.00
C13
17.30
11.00
C14
17.28
11,00
C15
16.85
11.00
C16
58.58
209.00
C17
10.761
11.00
C18
38.70
24.39
C19
31.42
20.00
C20
12.57
8.00
C21
12.25
8.00
C22
14.31
212.00
C23
33.84
20.00
C69
54.461
50.00
C70
34.79
50.00
C71
9.99
8.00
C72
5.68
3.00
C73
4.71
3.00
C74
30.55
30.00
C75
16.58
30.00
C76
28.981
25.00
C77
26.48
25.00
C78
46.76
50.00
C79
74.15
50.00
C80
61.88
200.00
C81
6.50
20.00
C82
2.12
1.00
C83
46.28
84.00
C84
37.24
70.00
C85
99.79
50.00
C86
3.33
328.91
C87
28.741
310.53
C88
4,761
8.28
C89
2.561
5.00
C90
4.11
13.08
C91
8.16
9.09
C92
8.42
9.75
C93
1.57
0.50
C94
12.69
65.01
C95
7.06
19.98
C96
3.79
8.50
C97
6.34
24.14
C98
0.91
2.92
C99
1.81
2.92
C100
2.43
2.92
C101
2.45
2.95
C102
2.32
3.07
C103
2.36
3.07
C104
2.28
3.07
C105
2.28
3.07
C106
13.91
50.00
C107
4.13
50.00
C108
46.14
50.00
C109
0.42
3.65
C110
8.52
30.15
C111
0.73
19.52
C112
10.14
37.04
C113
2.39
1.78
C1141
5.561
7.12
C1151
33.501
328.91
N 25y9'14" E 985.95'fGRID>�-
SITE ADDRESS: 11795 US HWY 117 S.
OWNER:
EDNA WILSON SHEPARD HENSON,
TRUSTEE FOR THE EDNA VILSON SHEPARD HENSON REVOCABLE TRUST
C/O PAULA MILLS
140 OAK HILLS DRIVE, ROCKY POINT, INC 28457
910-675-3169
PURCHASER/DEVELOPER:
SAMPSON-BLADEN OIL COMPANY, INCORPORATED
3309 DRAKE CIRCLE
RALEIGH, NC 27607
919-785-1904
REV 00/00/00
ECEIVE
JAN 0 8 2014
BY: ,� '814ol'1
VICINITY MAP - NOT TO SCALE
-'an. lv, Zol I-
N 1178'49" E
4039.81'(GRID)
Drainage ge Area Supplement
FOR
HAN-DEE HUGO
TRACT ON US HWY.117 & INC HWY. 133, PENDER COUNTY
PREPARED FOR
SAMPSON-BLADEN
OIL COMPANY, INCORPORATED
ROCKY POINT TOWNSHIP, PENDER COUNTY, NC
PPARBY
JOHN L. PIERCERE&EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, INC 28540
PHONE: [phone] DATE: OCTOBER 1, 2013
SCALE: 1"= 40' F.B.851 , PG. 32
JOB # 2013-19324 Email: (Larry) droftp40jipnc.com
GRAPHIC SCALE
( IN FEET )
Inch @ 40 ft.
SUPPLEMENT 1

TABLE OF CONTENTS:
SHEET 1 OF 8
SITE / UTILITY / LANDSCAPE PLAN
SHEET 2 OF 8
GRADING / DRAINAGE PLAN
SHEET 3 OF 8
EROSION & SEDIMENTATION CONTROL PLAN
SHEET 4 OF 8
EXISTING CONDITIONS
SHEET 5 OF 8
WETLAND DETAILS 1
SHEET 6 OF 8
WETLAND DETAILS 2
SHEET 7 OF 8
DETAILS (GENERAL)
SHEET 8 OF 8
PUMP STATION DETAILS
SHEET 1 OF 2
TURNING LANE PLAN & DETAILS
SHEET 2 OF 2
TURNING LANE PLAN & DETAILS
UTILITY PROVIDERS
PENDER COUNTY UTILITIES
PHYSICAL ADDRESS:
LAW ENFORCEMENT CENTER
605 E. FREMONT ST.
BURGAW, NC 28425
MAILING ADDRESS:
P.O. BOX 995
BURGAW, INC 28425
PHONE: [phone]
FAX: [phone]
CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA)
PHYSICAL ADDRESS:
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
PHONE: [phone]
FAX: [phone]
DUKE ENERGY PROGRESS
P.O. BOX 1090
CHARLOTTE, NC 28201-1090
PHONE: [phone]
CUSTOMER SERVICE PHONE: [phone]
TRACT DATA:
TOTAL AREA - 2.37 ACRES (103032,17 SO.FT.)
DISTURBED AREA - 1.9 ACRES
ZONING - B2
PROPOSED USE • CONVENIENCE STORE / RESTAURANT
PIN NUMBER = 3233 34 7536 0000
SEWER - CAPE FEAR PUBLIC UTILITIES
WATER - FENDER COUNTY UTILITIES
POWER - DUKE ENERGY PROGRESS
ADDRESS: 11795 US HWY. 117 S.
O.B. 1145. PG. 50 (UPDATE WHEN PURCHASED)
THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO
F.E.M:A. MAP 370344-3233K DATED FEBRUARY 16, 2007. THIS SITE IS
LOCATED IN ZONE "X".
CALCULATIONS DATA:
EXISTING PARKING SPACES = 0
13 C-STORE (2800 S.F. / 225 = 12.4)
15 SUBWAY (1500 S.F. / 100 - 15)
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RA710 OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL
THIS-_.::2_ DAY OF _ 1E_^� 20 H .
1-----=-----
JOHN L. PIERCE P,L.S. L- 96
`\\\ OBTHf Q
`` \A•QPOFFS•:9'90 a
• ,0 : <
D
(v <29� �•
`�
® .gyp B
s��'� PAERGE
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
License No.: C-2553
1� X24.68
%25,
I I
e
REVISION OF SECTION I
HUNTER HILLS
M.B.12, P.54
JLJ PROPERTIES, LLC
D.8. 3758, PG. 325
M.B. 12, PG. 54
ZONED GS
UNDEVELOPED
RESIDENTIAL SUBDIVISION
X 24,79
7'-4" HIGH CMU DUMPSTER
ENCLOSURE WITH DOUBLE
STEEL FRAMED DOORS
S14:EAL
A rx 9405 70
PP �2a ,� ,�i MOM
xz .eJ
>�Za.s+ I'
�I `I
as
I I _ - I.I =Ig 1 =223a1
END OF RELOCATED DITCH , 2.67
RERADE EXISTING DITCH X24.67
FOR POSITIVE DRAINAGE / I ,qs 27.3271ae4
x /(a2 .67 t
If1, I fl I
Iz21sa
za96 II I f I
y I
21.5e r
�\\I memo 0-.",Te.e2
1 � \
t \I
2411 I I I Kt to V
N I
IV
IPP
/ 2 .,S
/ I x2e.a
�I x2 .61' 26,96r
�� x
c 6pII" I ad.,a I
#I I I 26.93
LV I I
x .67 oil
t
I I
N•C'
Lj
APPROXIMATE LOCATION OF Lll I I I 1
EXISTING 8" WATER LINE I I
START OF RELOCATED DITCH I I I I I 1
/ I I
/ti✓/ xx4.e x '71 I I 1
xjj4. I I I I
x2415 / // X22.27I,,t� \ >wa29:J6 1y25.379
/ APP((2OXIMATE LOCAi4iil OF III
EXIS7Z 6" SEWER FORCEMAIN
I 1 \X24.11 X2 ea II U
l9HJGIi��SG1�2[•]iiE47F�e7:1��1
LEGEND:
EIS EXISTING IRON STAKE
SIS - SET IRON STAKE
EIP - EXISTING IRON PIPE
ECM - EXISITNG CONCRETE MONUMENT
CC - CONTROL CORNER
CP - COMPUTED POINT
EPK . EXISTING PK NAIL
SPK - SET PK NAIL
ENS- EXISTING NAIL
�M) . BENCHMARK
CENTERUNE
R/W - RIGHT OF WAY
ER . EDGE OF PAVEMENT
MBL - MINIMUM BUILDING LINE
DOC - BACK OF CURB
CO - SANITARY SEWER CLEAN -OUT
WM - WATER METER
PP - POWER POLE
LP - UGHT POLE
PPT . POWER POLE WITH TRANSFORMER
SL . SECURITY LIGHT
GW - GUY WIRE
CS - CATCH BASIN
DI - DROP INLET
JB - JUNCTION BOX
RCP - REINFORCED CONCRETE PIPE
INV - INVERT
FES . FLARED END SECTION (PIPE)
AC. - ACRECS)
SF - SOUARE FEET
04w9- WATER VALVE
DG N. IRRIGATION VALVE
FO - FIBER OPTIC CABLE BOX
TLB - TRAFFIC UGHT BOX
TB - TELEPHONE BOX
EB - ELECTRIC TRANSFORMER BOX
NTS - NOT TO SCALE
MW - MONITORING WELL
SSMH SANITARY SEWER MANHOLE
D&UE - DRAINAGE III UTILITY EASEMENT
DU&AE - DRAINAGE, UTILITY, & ACCESS EASEMENT
D.B., PG.- DEED BOOK, PAGE
M.B., PG.- MAP BOOK, PAGE
--UT-- - UNDERGROUND TELEPHONE LINE
--UE-- - UNDERGROUND ELECTRICAL LINE
--E-- - OVERHEAD POWERUNE
--X--X- . FENCE
-SF- - SILT FENCE
- FIRE HYDRANT
POWER POLE
LP - UGHT POLE
M - SANITARY SEWER MANHOLE
+•HC - HANDICAP
HCPS - HANDICAP PARKING SION
I. HANDICAP PARKING SPACE
-4 - HANDICAP RAMP
s`mT - PAINTED STOP BAR
® - STOP SIGN
�11�nr - GRADING LIMITS LINE h SILT FENCE LINE
CPS - COMPACT PARKING SPACE
PROPOSED TRAFFIC FLOW
1 1 1-2 ASrnµT , .' •m.• • t „�.,_, 'a.D'.-41„j!. , • •. xza, - EXISTING TRAFFIC FLOW
97 AUTO PARTS TOR 6.000 S.F / 2 -26.6) JLJ PROPERTIES, LLC ! r •• 13.3'1 j 5.8 GRAVEL I E ( iV 2` &HOER S' SIDEWALK r. " \
55 TOTAL SPACES REQUIRED I D.S. 3758, PG. 325 1 SEWAGE FENCE s uuwNR `\ 8 12.2 I I PARKING Xz0.0o •17.4 - STEEL BOLLARD WITH CONCRETE FILL
M.B. 12, PG. 54 1 \ I +17.47 -EXISTING SPOT ELEVATION
60 HAVE BEEN PROVIDED (INCLUDES 4 HANDICAP SPACES WHICH 2 ARE VAN ACCESSIBLE) PUMPING a' GAT � I
ZONED G@ 1 ' STATION \ 2$,$' I 0.0 -PROPOSED GRADE
LkJDEVELOPED I Imo WARE +-._,-,�., 18.1' �i�
RESIDENN'OAL SUBDIVISION I 1 520' 9x. a,. / r e7aP 1MATCH
`d I - • "-• t ' 1' -" i I I I TC 0.00 - PROPOSED GRADE RADE AT GRADE
OF CURB
`{ X23,45 X xnasIll a •-❑ ❑ a r bi' ...., i P.P `` '--�_ h I
\ x23.R6 y j II TOTAL AREA l 2 a7 M r STATION 7' CONC. PAD ' a1's Sa 7 N E. A` E "'^'� 1 TW-0.00 -PROPOSED GRADE AT TOP OF WALK
\\ / -- 1 f i II \II I 2.37 ACRES DEC,IaCAL RACK , SUBWAY •' .G �W 4, E g 1 P•0.00 -PROPOSED GRADE AT EDGE OF PAVEMENT
r - (103,132.17 SO.FT.) e' "'a C-STORE // 1,500 S.F.n"''''i5 I� EL IS / zs's9 I DBL - DRAINAGE BREAK LINE
TRACT q/ I II \ I( L - `, , .F.=280 II .F a® �a' P. x2a s t DAVID WILSON PAUL k -
(Y 1 60.0' \ I 1 ♦ '• m 2,800 S.F. / Ci 26.19 WIFE LINDA A. PAUL - DOUBLE CONCRETE BLOCK FILTER
// \ }v I 1 N2°�° A.
PROPOSED it r ♦ 1 F.F. x 2e oo ,.: 1 W \
Y \ D.B. 3580 PG. 69
REVISION OJ C QN --_y ,'', nl 'M U �' I M.B. 1, PG. 40 ]'4 .PROPOSED YARD UGHT
LQO 1 HUNTER ICL - - - - �S I zd,z II i § 1-STORY II - sx.a' a f. ❑ \ ZONED GB T
1 \ -'' ° I I II I S BUILDING 11 PAGE ref a< e' sm[wALK ARE us WATER 41 "7 RESTAURANT
\ M.B.12, )�54 \ 0^s SERVICES rvAT I .4- • DRAINAGE FLOW DIRECTION
w I 1 ) J I II I - 6,000.00 SQ.FT. 111011- - q : f8
XIf,47 X22. 3 • '.4. , a'� , r a7o (BEE sa v
II L - .a1 .2s 3 ,
W 0 1 t \ / %ry / \ ♦ Y f I / # SPECIAL \T 1 \ / -. -- I I 1 11 J 2 92 a NOTES),`
Z "LV-- 1 / / EXISTING OF DITCR - 1 L 23,2n
„ \ /.-- __ 'III 1 X2,.Sa 111r-- 1
APPROVED BY THE FENDER COUNTY UNIFIED DEVELOPMENT ADMINISTRATOR" ro t 1 C19969 X�„ \ xz. II L - / 2507 V C CORE E STEEL BOLLARD V 3r.
�.3� (�0 xz,.>a / UqqEE or e' wIDE, 6- THCK
, %22 9 �1 q p LACK CONCRETE APRON, TIP. CONCRETE FILL a I g% '
2,,60 _ °,>L G-12,a. Z,' 1. tops
with
to order
County
Utilities
Installation of water asrWos
2�,� , 11 r i tope wIU ender County UtAithe and NCDOT.
p, t l y� �. / 0 / , VE T=18.01 • 2. Water SerAce to Conwnlsnee Store shall be 2" In size,
ADMINISTRATOR - DATE APPROVED - , Z .' / �X20.a, 4 -i ,pry - / Supply line between meter and building shall be Copper.
-J v III / ig,Y .. i /Js'? I // / -I- S _r -I-x S.eelr s'�M7, �- I 3. Nbter Servt�� to D411 shall be 1 1/2'in sizes Supply line
SITE PLAN VALID FOR TWO 2 YEARS FROM APPROVAL DATE Q 1 _ rl 1\' / T -'x / / between meFrr and buNdinq shall be Copper.
O i - L -I II_ 4. Sewer *yet 'e^n force main shall be consWated of Soh,
�' 40 PVC and Installed at minimum 38" depth,
�r4rs24r� r „ ! / \�\ X24,30 f ' S. Portlane of saber force main Metalled under aephalt
4 C
2J.ae Ou areas subject ttoo minimum
loading shall be Sct1. 40 PVC
EXISTING q ;OFITCH %„ �a: 1 f / I G; and Installed at minimum 4en depth.
" � 8. Sptic force m,_f11,,, mall be encased in one Joint 4"
T�2\\/CP ductile an Pk+s entered at the point of OMISIng with
�\\\ y \ I/e'WM x 2 \ Korm drains and✓or water mains/serNces. Si a6 I hI / \
\� \ / \\ `� x23,22 jn\ EXISTING \
/ \ \ ((3y[2� )1 I I I 1 xis.n1 b. PARKING
ASPHALT \
EXISTING @ OF DITCH xyp.4_ ,. \ / •' i / / // NL 1 I 1 1 11 1 Ix 23 e
-`' X'".Xti \..Aese.aa• .'-1 's 9a' \ 1 ` / _ i / / xz1.e3 / xz2.aa za.z1 J•� .A. a.+� - - GC1�C .21 \
b 31, 26 fto � TIALZ4� AREA
/
\ HOLE AREA _- , / /' I Box. 14
E AREA R W
Pi9.05 xzd]!'-"-- / L/' E U-/' T. 0 .P.9�' x2a.19-- P,P EtS.Sa ""-•,E 4a.v5
C X)e3s `i7 ��'! X18 x1 94 FW DRI ESAw NiN xoG' xzs,e SIGNAL �1s93 - E
/ i9>se \ \ `fell / / /''- // , APPROXIMATE OCATION OF " BOX.•-'�/ 1 W E '•-.-.._
// / \ X,6.36 / , / / EXISTING 12" WAR LINE w W 2.as F.D. „� N.C.G.S. MOH. "MEEKS"
/ // ``- / 0� INVERTa19.57' -- ,� INVERT-19.92' / f Q 1 nNG��T�• E+aaai
1 q.- _ _ n xza,,. xva4 xz6aa XZJ.n e,Qa r xas.n Exrs E "'-- N=2335,11 44
i41 T>a 15.26' EXISTING OF DITCH /„ /r - EXI,2 NC OF DITCHx2�,e4--.-"�°o xzs.ao x xe .p TRAFFIC I 1 xz°' SL9e`°e "2,Pe �i 25'19'1 ASPNALraR„�� E r E E=2,335,110.32
_ _- - `¢` -' - - - - - - - - - _ _ _ ^ - - %257 E `ls2 ELEV. 25.71 (NAND 86}
PSaeP.O= 022_ 24 RCP _ 22- � 22.3422,/3-' X23.s7 PROPOSED -„�" 4e°Pa _ _ e--
1- - Sp. SIGNAL POL zb°$z .. ., w - - - �. 985.9$'
tsa_ - -- a.{a�1= - - -22 ' -- X2346 es,a Op - zas, z u
------------_- _== _�____x22ri3m _' - - -- -- coNRETE / j (GRID _---
-- �_ .-..Xesnr- \ ISLAND '� / X2a, a /1b� !\ xza.fiTB-- - - _.� y - R-_ , 2s,7s N 11.16 49" E
-�' I - - - - Egp,.ir+a =--- -- --- -"' /- ! xs.7J --.. 4039.81'(GRID) ---'©
xza.,a \1 xza.>a �� xsas2 1 W \ xza.29 wM% eoa
/� MZB'44 ' \ \ N.C.G.S. MON, "PAUL"
-�--1-rlfil - .,TRIPPINGxzs.eo I NO LEFT - \ XzaJP
TURN SIGN 1-1 \
( `- `--- xp6.4a SITE UTILITY LANDSCAPE LANDSCAPE PLAN
I� V - - - -23- - -- - - >xr32',%s \ x23.,o I xza.,, x2a.an X2s.1z xzs.42 x �Ze..-y2p,y2, _ _ ^ s N=235,497.57
x sae, a 1x2a.+7- / - W \ E-2,334,320.08 FOR
TIN \ / NIl3.91 / \ / \ -.. M25dJ
-23-_------23------- I \ b/ , x2d.ae xze.,e 4zga, /- -_2®_ ELEV. 26.74 (NAND 88) HAN-DEE HUGO
-+ - - r \ " / /i U.S. HWY. 117 zoo' R/W (PUBUC) J,E_EDuMlr S_ bl 1 .2a,.2 '\ c.F.m
----z1---____--- -'-zfc = - -/ -_ " x2a.9, /,E ■ a, / \ �/ Xzss, 099998429 TRACT ON US HWY.117 & NC HWY. 133, FENDER COUNTY
i X2*,z4i 1
-'1'1-18� ` _`_ _ - ,rzzr,• ,- - .- �. �. ._---c-:�4-.-�iesae^-i•---C ems„ -' -e - .._� 09 �_ „____-•- - PREPARED FOR
-il1e------- - -
- - - - - - - -- 2502 SAMPSON-BLADEN
- - x p _______ `� Xa`,a w �-- OIL COMPANY INCORPORATED
}I_1� APPROXIMATE LOCA110N OF W w ?
gLa'13 EXISTING 6" SEWER FORCEMAIN W.V, Y4 W J
W.V. ° TRAFFIC
INVERTs15.13' F H a;ea' SIGNAL POLE SITE ADDRESS: 11795 US HWY 117 S. 2
7,64
LU _'` TRAFFIC
SIGNAL POLE
P.P.
R/W
I REF: D.B.1145, P.050
X 24s0 - -24 ---
EIPNTI�---- -24-4�'--.9s_`
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921.34
/ E124,0, X
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rtiKl / /
✓ /,
X23.71
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DUMPSTERj
It I
I
1
X22.30
e` ABC
A.A. MILLER FAMILY, LLC
D.B. 3005, PG, 236
M.B. 38, PG. 95
ZONED GB
UNDEVELOPED
X22.2J4-
-•►
+I
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1 Or,
1D.
E BUFFER LINE I
t
4.t5
NW '
P�
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1}meal97
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1' 1-2 ASF44ALT
x22e3 (
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ti
ROCKY POINT TOWNSHIP, PENDER COUNTY, NC
PPARJOHN L. PIERCERE&EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
8~
MCM DEVELOPMENT, LLC
D.B. 1300, PG. 95
M.B. 32, PG. 60
ZONED GB
UNDEVELOPED
REV 00/00/00
R/W
PHONE: [phone] DATE: OCTOBER 1, 2013
SCALE: 1"= 40' F.B.851 , PG. 32
JOB # 2013-19324 Email: (Larry) draftp40jlpnc.com
GRAPHIC SCALE
( IN FEET ) SHEET 1 OF 8
1 inch = 40 ft.
G:\Projects\BUNN BRANTLEY HAN-DEE HUGO ROCKY POINT\dwg\Bose.dwg 12/13/2014 3:09:20 PM EST

E
REVISIONS
EXISTING
PROPOSED
FUTURE
�
o
BUILDING
2,430 Sq Ft
F9
8,751 Sq Ft
6,000 Sq Ft
STREETS
a. 12 O
m�
c 0 C c, C N M
W
Q V O
N = a z °%
�oo mL
C u v = t
w
Z
C 4
53,714 Sq
U '> o M
PARKING
28,501 Sq
Ft
Ft
_ L o
i� C r °�
�> �w
7,888 Sq Ft
U 0 _
a
2,436 Sq Ft
s ''
SIDEWALKS
595 Sq Ft
1,047 Sq FtL
'`°..... • 'p '.•'
..
z
W Z
a.
OTHER
V)
w O
Q 2 © O
w C) o. '� _
��
� 4ap
u
L0L
� O
�z v
Ouj
RESERVE
a
SCALE: NONE
TOTAL
TOTAL EXISTING =
TOTAL PROPOSED =
TOTAL FUTURE =
DATE:
31,526 Sq
64,901 Sq
Ft
14,935 Sq
PROJECT:
Ft
Ft
DRAWN BY: JC/DKN
SUPPLEMENT 2 OF 3

EXISTING
PROPOSED
FUTURE
REVISIONS
�J
BUILDING
5170 Sq Ft
6,000 Sq Ft
Q
STREETS
a Into
�,
C C N M
.c Lu n
a„J, C U O
W
~
C :n3 X
O d CUD,W
C U
y = 2
W
C ¢ o
� O
35,940 Sq
M p �
U '> o w M
PARKING
Ft
w 00
C
�M
- MLij
J
7,888 Sq Ft
M
=
U > O
d
1,392 Sq Ft
SIDEWALKS
1,047 Sq Ft
Z
W z
OTHER
U
Q W
a.
W
0
0
UJ a
^ _= w
Q qD
(= O a
v
Ct a
O
5 ^
RESERVE
N
I.i
SCALE: NONE
TOTAL
TOTAL EX ST NG =
TOTAL PROPOSED =
TOTAL FUTURE =
DATE:
42,502 S q
14,935 Sq
PROJECT:
DRAWN BY: JC/DKN
Ft
Ft
SUPPLEMENT 3 OF 3
•

TABLE OF CONTENTS:
SHEET 1 OF 8
SITE / UTILITY / LANDSCAPE PLAN
SHEET 2 OF 8
GRADING / DRAINAGE PLAN
SHEET 3 OF 8
EROSION & SEDIMENTATION CONTROL PLAN
SHEET 4 OF 8
EXISTING CONDITIONS
SHEET 5 OF 8
WETLAND DETAILS 1
SHEET 6 OF 8
WETLAND DETAILS 2
SHEET 7 OF 8
DETAILS (GENERAL)
SHEET 8 OF 8
PUMP STATION DETAILS
SHEET 1 OF 2
TURNING LANE PLAN & DETAILS
SHEET 2 OF 2
TURNING LANE PLAN & DETAILS
UTILITY PROVIDERS
PENDER COUNTY UTILITIES
PHYSICAL ADDRESS:
LAW ENFORCEMENT CENTER
605 E. FREMONT ST.
BURGAW, NC 28425
MARM ADDRESS:
P.O. BOX 995
BURGAW, NC 28425
PHONE [phone]
FAX: [phone]
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION \,1111(1j�
AS CALCULATED IS 1:10,000+; WITNESS MY \\\ CAR ,//0/
ORIGINA SIGNATURE, U NSURE NUMBER AN KkN O� ICI
THIS�DA/{YOF I&NZ , 20 � ,,.&ESS/p
JOHN LPTERCE P.L.S. L-2596 -GAL
S L--2596
Q�
•�`qY
�/� V • ..SUAv.i�•GA:/��
CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA)
PHYSICAL ADDRESS:
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 26403 2
PHONE: [phone]
FAX: [phone]
DUKE ENERGY PROGRESS
P.O. BOX 1090
CHARLOTTE, NC 28201-1090
PHONE 1-BOD-452-2777
CUSTOMER SERVICE PHONE: [phone]
TRACT DATA,
TOTAL AREA - 2.37 ACRES (103,132.17 SO.FT.)
DISTURBED AREA - 3.0 ACRES
ZONING - 82
PROPOSED USE - CONVENIENCE STORE / RESTAURANT
PIN NUMBER - 3233 34 7536 0000
SEWER Re CAPE FEAR PUBLIC UTILITIES
WATER se PENDER COUNTY UTILITIES
POWER Re DUKE ENERGY PROGRESS
ADDRESS: 11795 US HWY. 117 S.
D.B. 1145, PG. 50
THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO
F.E.M.A. MAP 370344-3233K DATED FEBRUARY 16. 2007. THIS SITE IS
LOCATED IN ZONE "X".
CALCULA71ONS DATA:
EXISTING PARKING SPACES - 0
13 C-STORE (2800 S.F. / 225 - 12.4)
45 SUBWAY (1500 S F / 100 - 151
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
License No.: C-2553
��
M1y/ x 24.66
I I xz5
27)
REVISION OF SECTION I
HUNTER HILLS
M.B.12, P.54
JLJ PROPERTIES, LLC
D.B. 3758, PG. 325
M.B. 12. PG. 54
ZONED GB
UNDEVELOPED
RESIDENTIAL SUBDIVISION
x24.79
7'-4' HIGH CMU DUMPSTER
ENCLOSURE WITH DOUBLE
STEEL FRAMED DOORS
CA
;'� •POI S9104, /
:Q 9!'•
S AL
1 143 JII v
x:
''• i0 K. N�.� ,.
�fzl�
F
x 24.50
EIP
ANEL %24
x24.34
x24.01----------_
22-
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� /
xx3.n"
DUMP9IEPA
I
x,
4N Iu11,)x e3
�as, I n; I
1 II
�$=22137
�r I
END OF RELOCATED DITCH d7
REGRADE EXISTING DITCH xzae7 �ppy
FOR POSITIVE DRAINAGE / llPib25 7.0 1<
x /. e�j112 ., I I
1 M '
1 r
III �� I
x s 1
24.N
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24.11 I • �,1� x3 .b
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xx6.6h/
x26.61- II •C
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li
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I
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APPROXIMATE LOCATION OF
EXISTING 8" WATER LINE
� START OF RELOCATED DITCH I �i
/ I ;
ryM ,Fy I xxw x'I ') I
-9 \
/
/ n
X22
x x.es APO OXIMATE LOCATION OF xn
/ j2
EXISTING 6' SEWER FORCEMAIN
y e.
x III H
xpa93
1
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26.57
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519'3CL� 7� 386 3' SI15 I lr Y gr
2a
10' LAMM6MPE BUFFER LINE 1 I m I c
822.30 x2z.334r
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25.97 zM 25.06
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b'e' CONCRETE!
I 00
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1" 1-2 ASPHALT
2' BINDER
EXISTING
27 AUTO PARTS STORE MOOD SY / 225 -26.6) JLJ PROPERTIES, LLC v-�-2ASPHALT m "�-z`owl xxze3 t x214'N-N•U W
D.B. 3758, PG. 325 2• BINGO+ 5' SIDEWALK HERE a Ou h3.3'i1.8,. 12.2f 5.8' :GRAVEL
55 TOTAL SPACES REQUIRED ( 1 x i0 \ PARKING
M.B. 12, PG. 54 SEWAGE 'trce s °,$. 1.6• F. 9
60 HAVE BEEN PROVIDED (INCLUDES 4 HANDICAP SPACES WHICH 2 ARE VAN ACCESSIBLE) ZONED GB ON PUMPING 4' GATE M255'
• 5? I AREA
UNDEVELOPED STATIem WRE .18.1'
RESIDENTIAL SUBDIVISION I -'ov. IT. afar
I s2o'
x 23s I -� � .. I P.P � I
1 x20. x22.W$ I, ,... Q 0 i Wi .' ,
xz3 o Y ' TOTAL AREA x s7 srAt10r1 r uNc
ELECTRICAL RAaL SUBWAY I W
I fr 2.37 ACRES 26.0 +
'S �� / - _ _ I •i I ! (103,132.17 SQ.FT.) 6 C - STOREx2zes , 1,500 S F « -, 6 IS¢� /j p ; zs.3s
Of ( TRACT Q/ h III '1 a .F.=26 Ss� x .31 W zs DAND WILSON PAUL Q
do I l r 2,800 S.F. // d W g W zs,v WIFE LINDA A. PAUL
N / \ 1'R i xzo�4c 1 • ' F.F. = 28.00 / ?. I f W I ,' g. D.B. 3590, PG. 69
O REVISION OF/� ECtION 1 - - - 3 zd72 y\ " - I v 8 1 M.B. 1, PG. 40
ED _ HUNTER HILLS - - 5s.o'-� A. I l A II' ^ U � ZONED GS
•s 1 M.8.12, �54 \ I I PAVENE214 A B SIDERALx ARE u WATER / f l Nb «y RESTAURANT
N I / \ \ \ - J 1 I _ _ _ SERVICES_ % SEE 1�rW
W a /%ry // \ \ d i t xz,.al x 2s xzz4e xz2.3 t S D SPECIAL ? I CU �/
1 \ _ _ _ 1 I '. x 92 a . ' 3 • - NOTES) I n. / I' F
'APPROVED BY THE PENDER COUNTY UNIFIED DEVELOPMENT ADMINISTRATOR' ZQ � 11 / � / � EXISTING ¢ OF DITCH A _ I I xz 35 zs CV 3 � W
J m 1'�, / / / 9.09 'xzC77 \ _ xz / 1 / i I / zam l '
1 / / / r. i _ - I x'J0.�6 x21.711 / 1
6 o n UK OF 8' "DE 6' TMCK 6" ROUND STEEL BOLLARDS MTH ' , /I .i V 'j Watr/SsotM Not,
x 20.09
fY 1 / / / .40.72� _ _ _ - x21.e0 _ _ - � - _ _ - -• x2x. � �� x12yn �� F SAC CONCREr APRON. Tw. CONCRETE FILL o s' o.c..xy,}�a aW �j $ � yj 1. (••M Ga ' to caardhato Installation 0L wotR Mv1p
:L 1A, 4 ` 1V taPe MM IPandr County Utilities and NCDOT.
� w '`' l x / VEItT-18.01� x23.43 •�/i tO
�� i' x23.5 xn.ee g 7 Wotr Sw ice to CceVsnielce Stop shall be Y In sim
ADMINISTRATOR DATE APPROVED Z Q. % ,1V x3z.ar - - xn.a> 8I VACUUM I 1 supply line 0otween matr and Building d,dl w Copps.
1 / i 136.0 STAND
4 _ _77 _ _ _ _ _ _ _ _ _ 1 _ OO x2 >I 3. Wall to Dell MIaM Dw 1 1/2ln NZs. Supply Ilnw
SITE PLAN VALID FOR TWO (2) YEARS FROM APPROVAL DATE Q '/� I 2V' I boe x2zee n`1 ----`''o------__-- i Ir'x 1 `° 1 / r I l/ 4. siw� "�ta w mangy lehal�be�w�d of si.
- �-1rI� e• CONCRETE 3e.1 W l "� .
xx -- s� t0 / / n \ 40 PVC and Installed at minNnum 36• depth.
AkY1:33 a I 16.0' c CANOPY PAD 160' ( I ( 1 !�' ' 5. Portions of saber Ram main Installed under asphalt
xp /' -{ xza.3o swD2 I' z.�r x6.o' z6 o' n.0' % / , 0. areas ■ub)mt a troflle loodlnq tlan be Sch. 40 PVC
/ 1 23 as l II' 21e �--�Ixzb.o3 and NstaNW minbnum 4Y dsptn.
1 EXISTING E OF lCIl tiz / ry"i I tL 1- - - .� - -r - _ -.t /T' / . 1 e 6. Septic fain m�no n shop be enoassd In we pint 4'
I •[' J RC ductle Wore centred at the
/ / ( -_ -- TILE Of Y.ANOPY idDVit +_ I t P P4s Dot of aroak,q wMh
�_ _ _ _ _ _. t / / �` t z \ strm di ch md/r watt moms/ssrvlcee.
�// x x3.22 I 3.50' I E YS Lai OF 6 ODE. 6' THICK CONCRETE APRON �. / �s l / . 7 `
\( A6Gxzweoa.91 EXISTING 1
r/1
/ 1 // \\ e' I-2`�MALT x24.41 6" ADC 0. •' , ASPHALT
1" 1-2 ASPHALT OP=23.
2' BINDER jigm , PARKING
EXISTING E OF _x394, _`gk ! / :�� /� , / xz3.7i -,► Y Bszorn .n . /� / d0 INV.-19, 29� AREA {
_ 17:I7 / / x21.53 x22.06 23.2t 'C .� .--_ .._ w x24.39 x24 'O. --'4
Z \
x - A ri ego _ x4A r .21 EXISTING f��
�% ' HOLE AREA 6v1' LEG. IV LANDSCIPE BUFFER LINE x2a.3a 0 FLUME
IN eDI \� �R' / Y x24.39 PRIME 9 �- P.P Y r' \ AREA R
x1e.]e' / / / / E I 80FWLo) WIRE / S.n \ W
E _� S 15 4�16' 2 7. FORCE N IS \ \
9asxsd'� / / / T.B / P.P.xza,9 I SIGNAL s.93 E
/ P. / / / �-O. so.o• MANHOLE 2Llb.E3i
/ xt .9a sitR x1e i1 xteN DRIVES e1 MW 200' xxw 4 N xzw5o
APPROXIMATE LOCATION OF xz3ae / uL W A' BOX 1 / E
EXISTING 12' WATR LINE W W l W ..es ( / 1-E.t�
/ % / INVERT=19.57 - INVERT=19.92 R2xW dose x .es F.O.
�/ x2w5s xzas / 1_ E �.
M41.u7 11T-_`RT-15.26� -t9- - - .F_ - - - - - - _ xzz>3 / xz3a4 xzssa xzaT4 W.V. R ie / x26J> Ekl$iMIO A E ..UAL
.5. E703TINc E OF DITCH _ - - - EXI 251IM E a• gTCHx,
xzf90 xz3.4o ^" xx 2s x2'A3 TRAFFIC 1 Ixzs. �z 25'1 �''ul0m� E �� E
- - - 4.�9.or _- - - - -z - 24"_RCP _ =2z- 2H? ' - ' p w.� 'P� PROPOSW
- _ _ _ _ _ _ -�zz zzu- xz157 PROPOSED - - P JO. SIGNAL POLFE , - , - - xzx E 985.9 �6-
-'21- _ _. - - �x3ae EDP x24.t9 xxA> z as - - - 5.
a
1 - --- - - _ _ - - - - - - - -XT-- - rx'2',411I xz345 EDP - - - P µCRETE .b6 x b z ,off- - (GRID)
x2,T2- - - _ - - - - - _--.fS.T �- /Z 25.73
_ _ EOP
EOP-
1--•Iply� _-7'-4t 'Ib- _- ' STRIPPING•z _ _I .•sew I xzw>o NO LEFT x2s.52 - ___.. i xm:- W ` XM20 � 1' xze.ls �-
x2e.
_ 126 xzaaa N.C.G.S. MON. 'PAUL"
---WWI-. _ _ _ _ .. _. l _ - xz«eo .. - - -- - x2s.n - xss.42 u� - /� - - - �� _ � xse•s N-235,497.57
E-2,334,320.08
ue TURN SIGN _
- - - reyse 1:\ _.._. ...,`�esav,' - //_ - *t4'4e .. _� \ X451e /% - _ - W \ / ._ - -26 x26.13 ELEV. 26.74 (NAND 88)
zs - - gIBIPr .1 _ / //' - J xms '� ' C.F.=0.99998429
_ -
- -- -- -- wee tee.
11 � - �"�- � � � a -. -. _-_ ._--.__ �.` -- -_ .. �� -__. /c� - __--" _._ _ _-. __.. _. - _ _ �x'p4A> .. ._ - • , _r__ _ � 1�/ x25.5>
1T-- S HWY. ��% 200' R/W (PUBLIC) SPEEDIJMI ly
- -- rz2•'71• �il _
µ1e_ -- _- < - _-
a24.T0 OS ---- ... __ .
t6- APPROXIMATE LOCATION OF -?e t, W �
5'3 EXISTING 6' SEWER FORCEMAIN W.V. - •2e W ?a
INVERT-15.13' WV• 4.aAFFlC
as' SIGNAL POLE SITE ADDRESS: 11795 US HWY 117 S.
F.H. W 40 TL �TRAFFIC 64
} SIGNAL POLE
P.P.
A
OWNER:
EDNA WILSON SHEPARD HENSON,
TRUSTEE FOR THE EDNA WILSON SHEPARD HENSON REVOCABLE TRUST
C/O PAULA MILLS
140 OAK HILLS DRIVE, ROCKY POINT, NC 28457
910-675-3169
o e
PURCHASER/DEVELOPER:
d(�
SAMPSON-BLADEN OIL COMPANY, INCORPORATED
'-
�o
3309 DRAKE CIRCLE
RALEIGH, NC 27607
919-785-1904
R/W
REF: D.B.1145, P.050
A.A. MILLER FAMILY, LLC
D.B. 3005, PG. 236
M.B. 38. PG. 95
ZONED GB
UNDEVELOPED
MCM DEVELOPMENT, LLC
D.B. 1300. PG. 95
M.B. 32, PG. 60
ZONED GB
UNDEVELOPED
REV 00/00/00
R/W
NC H'KY_2"
a
NC C
M NUJ = ti
� 2
/• SITES
VICINITY MAP - NOT TO SCALE
EIS - EXISTING IRON STAKE
SIS . SET IRON STAKE
OR . EXiSTING NON PIPE
ECM - DusiTNG CONCRETE MONUMENT
CC - CONTROL CORNER
CP - COMPUTED POINT
EPK - EXISTING IRK NAIL
SPK . SET IRK NAIL
END>- EXISTING NAIL
(BM) - BENCHMARK
CENTERUME
110 - R04T Or WAY
WAY
EOP - EDGE OF PAVEMENT
MBL - MINIMUM BUILDING LINE
Boo - BACK OF CURB
00 - SANITARY SEWER CLEAN -OUT
WIN - WATER METER
PP . P011IER POLE
UP - LIGHT POLE
PPT - POWER POLE WITH TRANSFORMER
A - SECURITY LIGHT
CSGUY WIRE
. CATCH BASIN
DI - DROP INLET
JB - JUNCTION BOX
RCP - REINFORCED CONCRETE PIPE
NV - INVERT
FES - FLARED END SECTION (PIPE)
AG - A S
SF - SGU FEET
Nw6- WATER VALVE
t4 w - IRRIGATION VALVE
FO - FIBER oPnc CABLE BOX
71.1 - TRAFFIC LIGHT BOX
TB - TELEPHONE BOX
ES - ELECTRIC TRANSFORMER BOX
NTS - NOT TO SCALE
MW - MONITORING WELL
SSMHI SANITARY SEWER MANHOLE
OIUE - DRAINAGE III UTILITY EASEMENT
DUlAE - DRAINAGE, UTILITY. R ACCESS EASEMENT
D.B., PG.- DEED BOOK. PAGE
M.B., PG.- MAP BOOK, PAGE
--UT-- - UNDERGROUND TELEPHONE LINE
--UE-- - UNDERGROUND ELECTRICAL LINE
__E-- - OVERHEAD POWERLNE
--X--•X- - FENCE
-SF- - SILT FENCE
:;c - FIRE HYDRANT
¢pp - POWER POLE
V UP - LIGHT POLE
O- SANITARY SEWER MANHOLE
THC - HANDICAP
HOPS -HANDICAP PARING SIGN
. HANDICAP PARKING SPACE
HANDICAP RAMP
STOP .PANTED STOP BM
® . STOP SIGN
- GRADING UNITS LINE ! SILT FENCE LINE
CPS - COMPACT PARKING SPACE
PROPOSED TRAFFIC FLOW
EXISTING TRAFFIC FLOW
.SBCF STEEL BOUARD WITH CONCRETE FILL
+17.47 - EXISTING SPOT ELEVATION
0.00 PROPOSED GRADE
EG - MATCH EXISTING GRADE
TC-0.00 - PROPOSED GRADE AT TOP OF CURB
TW-0.00 - PROPOSED GRADE AT TOP OF WALK
EP-0.00 - PROPOSED GRADE AT EDGE OF PAVEMENT
DBL - DRAINAGE BREAK LIFE
- DOUBLE CONCRETE BLOCK FILTER
PROPOSED YARD LIGHT
To- - DRAINAGE FLOW DIRECTION
APPROVED
NORTH CAROUNA EWROWWAL
MANAGEMENT COMMISSION
-,
JHIi 0 6 2014
N.C.G.S. MON. "MEEKS"
N-239,459.44
E-2.335,110.32
ELEV. 25.71 (NAVD 88)
- N 11'16'49' E
4039.81'(G�- --fl
SITE / UTILITY / LANDSCAPE PLAN
FOR
HAN-DEE HUGO
TRACT ON US HWY.117 & NC HWY. 133, PENDER COUNTY
PREPARED FOR
SAMPSON-BLADEN
OIL COMPANY, INCORPORATED
ROCKY POINT TOWNSHIP, PENDER COUNTY, NC
PPARBY
JOHN L. PIERCERE&EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 1, 2013
SCALE: 1"= 40' F.B.851 , PG. 32
JOB # 2013-19324 Email: (Larry) draftp40)1pnc.com
GRAPHIC SCALE
( 1N FM ) SHEET 1 OF 8
1 inch = 40 tt
G:\Projects\BUNN BRANTLEY HAN-DEE HUGO ROCKY POINT\dwg\Bose.dwg 1/2/2014 9:07:46 AM EST

TABLE OF CONTENTS:
SHEET 1 OF 8
SITE / UTILITY / LANDSCAPE PLAN
SHEET 2 OF 8
GRADING / DRAINAGE PLAN
SHEET 3 OF 8
EROSION & SEDIMENTATION CONTROL PLAN
SHEET 4 OF 8
EXISTING CONDITIONS
SHEET 5 OF 8
WETLAND DETAILS 1
SHEET 6 OF 8
WETLAND DETAILS 2
SHEET 7 OF 8
DETAILS (GENERAL)
SHEET 8 OF 8
PUMP STATION DETAILS
SHEET 1 OF 2 TURNING LANE PLAN & DETAILS
SHEET 2 OF 2 TURNING LANE PLAN & DETAILS
UTILITY PROVIDERS
PENDER COUNTY UTILITIES
PHYSICAL ADDRESS:
LAW ENFORCEMENT CENTER
605 E. FREMONT ST.
BURGAW, NC 28425
MAILING ADDRESS:
P.O. BOX 995
BURGAW, NC 28425
PHONE: 91G-259-1570
FAX: [phone]
CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA)
PHYSICAL ADDRESS:
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NC 28403
PHONE: [phone]
FAX: [phone]
DUKE ENERGY PROGRESS
P.O. BOX 1090
CHARLOTTE, NC 28201-1090
PHONE 1-80D-452-2777
CUSTOMER SERVICE PHONE: [phone]
TRACT DATA,
TOTAL AREA - 2.37 ACRES (103,132.17 SQ.FT.)
DISTURBED AREA - 3.0 ACRES
ZONING - 82
PROPOSED USE - CONVENIENCE STORE / RESTAURANT
PIN NUMBER - 3233 34 7536 0000
SEVER - CAPE FEAR PUBLIC UTILITIES
WATER - PENDER COUNTY UTILITIES
POWER - DUKE ENERGY PROGRESS
ADDRESS: 11795 US HWY. 117 S.
D.B. 1145, PG. 50
THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO
F.E.M.A. MAP 370344-3233K DATED FEBRUARY 16, 2007. THIS SITE IS
LOCATED IN ZONE "X".
CALCULATIONS DATA:
EXISTING PARKING SPACES - 0
13 C-STORE (2800 S.F. / 225 = 12.4)
15 SUBWAY (1500 S.F. / 100 = 15)
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
THISORIGINAL SIGDAYUOF UCE_VSUF�E NUMBER J` AND T (�(ffl,7
-A- H COI ��i�
PO EgsO��0,
JOHN L PI���.S. -2596 � ��
OQ' Z
P'EIR`,``,`��
t2�
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
License No.: C-2553
h/ x24.ee
X 25.o9
2�
REVISION OF SECTION 1
HUNTER HILLS
M.6.12, P.54
JLJ PROPERTIES, LLC
D.B. 3758, PG. 325
M.B. 12, PG. 54
ZONED GB
UNDEVELOPED
RESIDENTIAL SUBDIVISION
X24.79
7'-4" HIGH CMU DUMPSTER
ENCLOSURE WITH DOUBLE -
STEEL FRAMED DOORS
XN50
BEN _--- - -- - -- Xu.,__-'xx.9522.0
-24- -
x 24.34 N 24.91 - - - - - - - - -
il _ --- -
/ 1.
x23.Y I ��
xl e
I I `
dam y x>;. /
I �iGonst ellentiv
k-A814L
8 /
K. N�`
i�2ll�
ENO OF RELOCATED DITCH
REGRADE EXISTING DITCH
FOR POSITIVE DRAINAGE
A x1RMs
PP N7pze �2
I I %xx
6t4.51
I 1'�
Ir � I �,
�I' I
I 149
�zs.s>
�r
I
X 24.67 / •
/ L�; 7.a2x�ee4
AA /
x / a11,2.6b,
Nil
11 I�
II 1
24.M �, II
1
.I I 11 seta Z� 1$1112
I��1i\
24.n I u 111 x3s.so
i
II
/ I
/ L
/ I V
i
1 6
\ I'I
/ 2 e9
I I III �
x e7 I
I N III,
APPROXIMATE LOCATION OF W w
EXISTING 8" WATER LINE I Ij
START OF RELOCATED DITCH
I!
z xa. . .,
QQQ H xg{.
''-JJ QQQ1 lI
x 22.27� \ �t
APPROXIMATE LOCATION OF '
EXISTING 6" SEWER FORCEMAIN I
t2�
/
x21.74
pp
e
\ /
/
3:1 Swalge 6 0.50%
/ /
\
\X24.11 X2*(
I \ I
I
I a
I
_
Lj
r
�
15.19�3 'l_ 386.
xx ��..,-�
�
3' i
TC=2 .19.
CI"B"
/ 23.0 gxs
Stonel v I
SMEG
_...
T.70
- -CI^e' 1aX5 X215a
L�j1_96
10'
-
I
- 1
ED
..
I TC=25.08
sTERA
4' flume TC 24.82
- .
ziz. 3I�
'
'Flume
TC=24.61 xzlsx
a.P
y2
TC=24.61
, P�hOt¢e
,
TC=24.68
xz13o
x21z3 �
i
00 �
/ 11
bi
X22 e3 (
1. , w
11.C-
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I
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-
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29tl
I
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k25.9> x26. 1 2345
I
I
2e.21
I
,
EXISTING
VICINITY MAP - NOT TO SCALE
LEGEND:
EIS - EXISTING IRON STAKE
SIS - SET IRON STAKE
EIP - EXISTING IRON PIPE
ECM - EXISTING CONCRETE MONUMENT
CC - CONTROL CORNER
CP - COMPUTED POINT
EPK - EXISTING PK NAIL
SPK - SET PK NAIL
END-- EXISTING NAIL
BM) - BENCHMARK
- CENTERLINE
R/W - RIGHT OF WAY
EDP - EDGE OF PAVEMENT
MEIL - MINIMUM BUILDING LINE
BOC - BACK OF CURB
00 - SANITARY SEWER CLEAN -OUT
WM - WATER METER
PP - POWER POLE
LP - LIGHT POLE
PPT - POWER POLE WITH TRANSFORMER
SL - SECURITY LIGHT
GW - GUY WIRE
CB - CATCH BASIN
DI - DROP INLET
JB - JUNCTION BOX
RCP - REINFORCED CONCRETE PIPE
INV - INVERT
FES - FLARED END SECTION (PIPE)
AC. - ApRE(S7
SF - SW FEET
04w- WATER VALVE
NO - IRRIGATION VALVE
FO - FIBER OPTIC CABLE BOX
TLB - TRAFFIC LIGHT Box
TS - TELEPHONE Box
EB - ELECTRIC TRANSFORMER BOX
NITS - NOT TO SCALE
MW - MONITORING WELL
SSMH - SANITARY SEWER MANHOLE
D&UE - DRAINAGE & UTILITY EASEMENT
DU&AE - DRAINAGE, UTILITY, & ACCESS EASEMENT
D.B., PG.- DEED BOOK, PAGE
M.B., li MAP BOOK. PAGE
--UT-- - UNDEROItOUND TELEPHONE LINE
-UE- - UNDERGROUND ELECTRICAL LINE
--E-- - OVERHEAD POWERUNE
-X X - FENCE
-SF- - SILT FENCE
ric - FIRE HYDRANT
,a,pp - POWER POLE
* LP - LIGHT POLE
n - SANITARY SEWER MANHOLE
tHC
- HANDICAP
HOPS
- HANDICAP PARKING SIGN
- HANDICAP PARKING SPACE
-�
- HANDICAP RAMP
STOP
- PAINTED STOP BAR
®
- STOP SIGN
�••�••� - GRADING LIMITS LINE & SILT FENCE LINE
CPS - COMPACT PARKING SPACE
.t.- PROPOSED TRAFFIC FLOW
27 AUTO PARTS STORE (6,000 S.F / 225 -26.6) I JLJ PROPERTIES, LLC I - X21 - . EXISTING TRAFFIC FLOW
I , \ 13, GRAVEL S97- STEEL.. BOLLARD WITH CONCRETE FILL
55 TOTAL SPACES REQUIRED D.B. 3758, PG. 325 r6 I CPB"Stone ,TIC 2588 . TC--2588 \ TC=25.28 Oz ti I 3118 12.2? 5'8� xza.o9 •17.4
M.B. 12, PG. 54 � i I 8'x5' 3.1 Swele \ v1 R�gppf j PARKING � +t7.47 -EXISTING SPOT ELEVATION
60 HAVE BEEN PROVIDED (INCLUDES 4 HANDICAP SPACES WHICH 2 ARE VAN ACCESSIBLE) I ZONED GB D TC=24 ss TC=25.46 z6.5 dO.50"A' N P I' AREA
3 - PROPOSED GRADE
UNDEVELOPED I 4' Flume 25.28 I u - = \ N7R t� a 25.5 18 1'i 0'00
RESIDENTIAL SUBDIVISION Outlet - "-: - - `O
MATCH EXISTING GRADE
Structure TC-24.49 1 / N m q I
m ♦ .PROPOSED GRADE AT TOP OF CURB
5sw TC=2a.99 TC=25.1 4" 25.5 • 25.8 ,. N N H o, ;l TC-0.00
X z3.45 12 LF 18" RCP r � ry"i � vi n n c �
X23.7o ' x Future `77 49 A' n / N B'li r N ' { ��� E h TW-0.00 - PROPOSED GRADE AT TOP OF WALL(
I Retaining wall \ TOTAL AREA m• Xz s7 r 0ONc PA9 m , FU If 7r 24.78 ' '' E
I� U. 9 N. TC=25.90 SUBWAY N (7 IW E EP-0.00 - PROPOSED GRADE AT EDGE OF PAVEMENT
ae I rep=za.00 2.37 ACRES / -
\ / iH N I Base = 22.00 { "+ ( ) C - STOREx22.es / / 1,500 S.F. i �' -ELI is �4 i za3s / DBL - DRAINAGE BREAK LINE
c I c 103,132.17 SQ.FT. F.=26. 3.9e x i, t25 s
TRACT Q II \ 199 LF o. , a �' �z W DAVID WLSON PAUL &
w 2.800 S.F. / w v> / g MEG /, a 25.1e
1N m I xzo. s 1 F.F.= 26.00 , �; ; N a LU ae. W WIFE LINDA A. PAUL - ooLSLE GOIJGRE,E BLOCK FILTER
p REVISION OF/SECTION I 2s.28 U I " II R: o l� D.B. 3590, PG. 69 i--i
LL o U -� & M.B. 1, PG. 40
HUNTER HILL'S \ \ - - - - - - - - Z3. to I2172 i \, - 25.28 , ' �- �- ' / a/ Nil ^ $ U o ZONED GB - PROPOSED YARD LIGHT
d• I M.B.12, �$4 \ O, " `� TC=25.78 EP/rC%IW=25,87 EP/TC/iw=25.87 25.02 / ( g'I t� we RESTAURANT
N I / / \ \ I - ; o _ _ - _ _ 75 W s > ry o- -DRAINAGE FLOW DIRECTION
d ,', /M1'`' , \ - 1,(1 ( xz1.47 x x22.45 _ x2293 L� EPl1W=2587 1 �v1
Z [V I / / ,, EXISTING Q' DITCH - - - -21= - I - 'I /,. , xz19z --= sM1-� - -- -_-- , _ __ ___ __-_ °
'APPROVED BY THE PENDER COUNTY UNIFIED DEVELOPMENT ADMINISTRATOR" J ro ` i 2of
0 Z \ \� x - -„' z �.II.X C - a Xr-c zs.49 2Da�yy � ODE, 6AP HICK . VBII utter
E FILL L 6 BOLLARDS F I / W / I / lob
x zso7
/ / i 1 Xm JS P-��7� U /
XACK CONCRETE
m �, _
/ / /
D Xf0.�5 z , / 6" R L BOLLARIis NTH ' 'I
F- I I '. / / / / , xz .eo _ -Remove, - /
d ', �/ �� x2�2o / / DEj T-18.01' '/ x9.43 TQ�,R,z262' 18 N ^ �/
/ 'r ' - 'T . INV-i8.16' C °e x2a6e 1
r' '' l �' / x2ft1�- - `EA' 10, 25.49 VACUUM
( ) q x2a a7 -. " .. 25 19 25,49 _ _ _ _ _ -�_•-�.y,��'13� _ _ _ - sTANo ;C / zz
ADMINISTRATOR DATE APPROVED Z to
SITE PLAN VALID FOR TWO 2 YEARS FROM APPROVAL DATE Q.54f25
a Curb Inlet In� -
1-.---�-----2582 6' CONCRETE Inv=19.25 i` i ' 1
xr cr'e' stone t 2514 CANOPY PAo o0=zass y V) i A ..
i \ , x�x.J f ,�' / 12X6 !G2a.wweaee2 ;' :'! \,•_ N '� / l I'
1 Oi 1V �, 11 U
1 EXISTING E OF DITCH II' \ �S.a 25 e2 �os _ -� Izzr 5.4s
1 --.- Tom, r--�j/- R
' I Er CI"B" Slone - _
10'x6' tip[ or'cµovY�Bo�t t x CO
xzaz2 FES 106 25.49 24- LINE oG 6' WOE. 6• THICK CONCRETE ADRON / s� / 1 - 7 \ 1
Inv=18.60 LF xza.91 zza, CR y2A e \ EXISTING
! = S20 • 24.8 2 CP@0,25' x Inlet Curb Inlet 20.? 1 0• t • • _ ASPHALT
Inv=18.86 Inv=19.08 VF (90yy I OP 23. PARKING - ® �.�
EXISTING E a DITCH I 4' Flume - To -25.46 0 /7 ro 0 / �� 'xz3.zA I P 86 LF 24° RCP @ 0.25% TOP=24.88 1 ,2A yyN ! To laV:=19,29' AREA r
/ / zn.e3 ' z21os n.x1 - -...^ .-.. - �. TC=25.25 za.39 , xx ,� 2 _2f\\ ` t
-Ti 6.9a i ! Tj"`- , 1C' , EXISTING
1i5 V / l >t�7em t5' LANDSCAPE BUFFER LINE ,88 o`L O ' u FLUME
-1& - HDIE AREA 2 / 1 LEC, TC=25 Y J ;N 0 6 2014
_ l I tge2 /d' / 25.15 CRIME SI r AREA ('•
ataaTOH�- i ` �� / / E 1 BOX TC=25. x =25.65 RE R W
_ __ W 1' / C -�/ -�- 9e-- EIS P.P •. 19.75 \ BY:
\ L T.B. / P. zz3a9 IS 15 4'16" 2 7. FORCE N _� \ _w v I V / /9se xzd,7S- / / / I
f6.n / Pp - - - / f•0• zA65� N.O G.S. MOH. "MEEKS"
// // \ \ �17-- 1 / x, .ad / / xn.6n / / xzd.za w xza.5o MANHOLE SIGNAL ,./, Ys.93
x ea5 x1e.7a / / xTE / xaa.ta u; 4. ��JrII597 E
lase \ �18� / i ' APPROXIMATE LOCATION OF "z / W BOX 1 ,
\ \ x1e.m / ,' /' _ / / EXISTING 12" WA R LINE W W W aes / I W E
- - xzass xz4.3e W.V. TIN E
INVERT INVERT 19.92' 1l 2�6s F.O.42
raP RT=15.26' \ -t9- - - , EXISTING E OF dTCHz x7 ��S.W x23.14 zzs.ao xzass x2a7s y zza.0 a.4B / / xzs.n Exrs D� E ELEV. 5,71 '
9.ee EXISTING of DITCH xzs. - -�-/ - / c A$°MAL7 e.aa5t E E=2,335,110.32
aaa.oa- - - - - - - - - 24" RCP 22- i632z' �64 - - xz zs p♦ PR0P0 TRAFFIC �iz 25y9.1 Ee E ELEV. 25.71 NAVD 88
_ �--x zz.3xzysz� x2as7 PROPOSED _ _ p ,!o. SIGNAL P�1L C _ xm.7 " E 985. ( )
_ - - _ _ ,Cz3.,e x EDP / xza,9 xza.s7 E� 2 .,a "`Y stye _ _ 95'
---' xr2us- - - i<aao- - - -22- - - xx3.aa EOP 0 x2nzz (GRID
_ _ _ _ _ - _ _ _ _ - a7M1am - - -- - - - - - - - CONCRETE q iM1 y ) 4039.81'(GRID)
xmTz- _ - - - - - - -- -�-+,95.+r IMEG i / / x2e. n' /2� \ I \ xx.a3e- - -xx.au._ _ 2&73 N 11.16'49" E
-- �-
s
_�-_.....-7llA- - --- ._-.-.._-__._---STRIPPINGwzseo_.._....._ _ _. ___ _.. __.__..wz4.w-- _.__ _ ._ _, xzew __. _ _.. NO LEFT.. -./. _�,.. X25.5r _ .__ - _!_xn.n Ly \\ xz6.29. u L, xzea6
F _ ' \ / TURN- SIGN _J . _ _ __ _ .. _ _ _ I N.C.G.S. PAUL
22- 1 �ON7 "
/ - - - -2S - - / \, Xzs.,z x25.dr - �?e Nzu 1-x29,45 N=235
F _..-:�._... L._.. %ll j �_ \. - %�.'. - i2e.oz \..- -- xze.0 E-2,334,320.08 " GRADING/DRAINAGE
\ GRADING GE PLAN
N _ __Y3- --- - • �- _. /'xs:49 - - _ x251A. .. j - -.. __._- Ize, i' '--2s- ELEV. 26.74 NAVD 88) - HUGO
_ S�IPP n / JM1e xm.a. _ I ; / C.F.=0.99998429
_ _ �'�'R - / 200' R/W (PUBLIC)' SPEED LMI7 �5_ ( �..
__ U.S.0 S __ _ __ _---_ _ ------- ___ _. -. _ ____-__ , 2 TRACT ON US HWAN7 NC WY. 133, PENDER COUNTY
- - - - - -- ---
_ _ _ � R -__ - N24� -_
iF = -- - xa+� r3'r- -=24-�.xasi-- �_ _ _ Xsas7 xz4.7o f .. x - - - = =- _ _ \ _. Xzss PREPARED FOR
-«awes
------------
LOCATION OF- - - - - - Ku02 SAMPSON-BLADEN
W W OIL COMPANY INCORPORATED
� f • APPROXIMATE
FOR MAIN -- W.V. -.4 W.V. W TRAFFIC W s p
as SIGNAL POLE SITE ADDRESS: 11795 US HWY 117 S.
-INVERT-15.13 4:12'
F.H. W p n TRAFFIC 64
> SIGNAL POLE
P.P.
REF: D.B.1145, P.050
ROCKY POINT TOWNSHIP, PENDER COUNTY, NC
PPARBY
JOHN L. PIERCERE&EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONMLLE, NC 28540
PHONE: [phone] DATE: OCTOBER 1, 2013
SCALE: 1"= 40' F.B.851 , PG. 32
JOB # 2013-19324 Email: (Larry) draftp40jlpnc.com
GRAPHIC SCALE
R/W REV 00/00/00 R/W 41 1 1 1 eo Teo
I
A.A. MILLER FAMILY, LLC
D.B. 3005, PG. 236
M.B. 38, PG. 95
ZONED GB
UNDEVELOPED
MCM DEVELOPMENT, LLC
D.B. 1300, PG. 95
M.B. 32, PG. 60
ZONED GB
UNDEVELOPED
( IN pm ) SHEET 2 OF 8
1 inch - 40 fl
G:\Projects\BUNN BRANTLEY HAN-DEE HUGO ROCKY POINT\dwg\Bose.dwg 1/2/2014 9:07:46 AM EST

TABLE OF CONTENTS:
SHEET 1 OF 8
SITE / UTILITY / LANDSCAPE PLAN
SHEET 2 OF 8
GRADING / DRAINAGE PLAN
SHEET 3 OF 8
EROSION & SEDIMENTATION CONTROL PLAN
SHEET 4 OF 8
EXISTING CONDITIONS
SHEET 5 OF 8
WETLAND DETAILS 1
SHEET 6 OF 8
WETLAND DETAILS 2
SHEET 7 OF 8
DETAILS (GENERAL)
SHEET 8 OF 8
PUMP STATION DETAILS
SHEET 1 OF 2
TURNING LANE PLAN & DETAILS
SHEET 2 OF 2
TURNING LANE PLAN & DETAILS
UTILITY PROVIDERS
PENDER COUNTY UTILITIES
PHYSICAL ADDRESS:
LAW ENFORCEMENT CENTER
605 E. FREMONT ST.
BURGAW, NC 28425
MAIN RIG ADDRESS:
P.O. BOX 995
BURGAW, NC 28425
PHONE: [phone]
FAX: [phone]
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY 'iIIIIII11111/
ORIGINA SIGNATURE, LIGE�NSl(RE NUMBER ANt �II (�+
THIS DAY OF -.JAu / , 2C ♦.; 4A�
L.
��QPpFESgj02����,'
L-2596 z S _
r t-2S96
i V •9yO Q:a
.;SURVEt�' ��
0:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
License NO.: C-2553
CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA)
PHYSICAL ADDRESS:
235 GOVERNMENT CENTER DRIVE
WNJMNGTON, NC 28403
PHONE: [phone] �2 ��
FAX: [phone] I I I ,
DUKE ENERGY PROGRESS
P.O. BOX 1090
CHARLOTTE, NC 28201-1090
PHONE: 1-BOD-452-2777
CUSTOMER SERVICE PHONE: [phone]
TRACT DATA:
TOTAL AREA - 2.37 ACRES (103.132.17 SO.FT.)
DISTURBED AREA - 3.0 ACRES
ZONING - 82
PROPOSED USE - CONVENIENCE STORE / RESTAURANT
PIN NUMBER - 3233 34 7536 0000
SEWER - CAPE FEAR PUBLIC UTILITIES
WATER - PENDER COUNTY UTILITIES
POWER - DUKE ENERGY PROGRESS
ADDRESS: 11795 US HWY. 117 S.
D.B. 1145. PG. 50
THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO
F.E.M.A. MAP 370344-3233K DATED FEBRUARY 16, 2007. THIS SITE IS
LOCATED IN ZONE "X".
CALCULAMONS DATA,
EXISTING PARKING SPACES - 0
13 C-STORE (2800 S.F. / 225 - 12.4)
15 SUBWAY (1500 S.F. / 100 - 15)
27 AUTO PARTS STORE (6.000 S.F / 225 -26.6)
55 TOTAL SPACES REQUIRED
60 HAVE BEEN PROVIDED (INCLUDES 4 HANDICAP SPACES WHICH 2 ARE VAN ACCESSIBLE)
REVISION OF SECTION I
HUNTER HILLS
M.B.12, P.54
JLJ PROPERTIES, LLC
D.B. 3758, PG. 325
M.B. 12, PG, 54
ZONED GB
/ UNDEVELOPED
,,g RESIDENTIAL SUBDIVISION
" A x 24.66 x 24.79
7'-4' HIGH CMU DUMPSTER
ENCLOSURE WITH DOUBLE
STEEL FRAMED DOORS
Disturbance Umit (along PA.)
x 2CW
-24-EIP
3
x 24.34
/
i"
Disturbance Linift (along P/L)\ 1
I
I
1
1
JLJ PROPERTIES, LLC I'
D.B. 3758, PG. 325 I�
M.B. 12. PG. 54
ZONED GB
LNDEVELOPED
--22----
/,x-- - - - -- ,. r9. - x 2a
- -
I I y r-mill �
x e V
I40.1 \ x21]o
x�.Sl
q �eW aavav
1
�N'car Z/
_�oP•••Ess7' �/ti
- SEA
I81 8 r
�9 cj ,.
K. Nt�,x•
. • 1 t
x2-M
Temp. Div. Ditch
L,4- - xa2.4L
x 2123
PP
�I 6 ,2
1424.51 I IrJ,Nx 43
I I
�v.n
END OF RELOCATED DITCH x .e>
REGRADE DISTING DITCH x24.67 yy 11
FOR POSITIVE DRAINAGE / 5. 7.22 t}xee•
AAA / I
x �e1 x2
NIII
YP�
xMl1 I
'I
II i?i T2.t2
24.11 I + ,1`! x ft
h I I \ -
IPP N C•
75
xz6.6e5
xx2aKV1 / M1M1M1
�� m.ee
/
2�u
C
I
�I
x .6) I I I I
Z 2a6T
F
N,
APPROXIMATE LOCATION OF LL1
EXISTING 8" WATER LINE
START OF RELOCATED p7CR
t
I II I I
ryx I x24. x
/ \ Y24.
I I I I
z2221�� \ 1p1 Fia]6.
APPR(�OXIMATE LOCATI011 OF v.ze�>�,
EXISTING 6" SEWER FORCE
MAIN
xy3.93
\ / '' x2,.>i 1 b I I /, 2ese H •'•
v , Temp. Div. Dttch
xzan ov
\ , RYD�9 Disturbance Limit (alpng P/L) \ xz4)u i F � za67
Ig
7 4 z --_-- �____I _� SIS I' I W lii z9a
re�� ..,_dd. e0- - W tr yo i
x 22% 2,.9e irlea iii CIO 1 ! IM 41S
- --�- -n LU �<
`xzzut-�•-7I' ; x2Z52
*26. 25.996 /l
N D )
J I
" I xzz I.� t � 1 /
-�-9J I '"j xz2.63 ( ' xn4LU LU $ 1- / EXISTING
's1�+000 HIM � as 113011.8 12.2. 5.8' � GRAVEL
I I PARKING
AREA
\WIRE �• o. 25.5'
RESIDENTIAL SUBDIVISION ri�'It
x23.45 •4 P.Px22.a5 1 TOTAL AREA x2 5>x aK/2.37 ACRES x22.e5 / uewnY ^/,3 1,500 S.F. $ 1 nce sty \ (103,132.17 SQ.FT.) C -STORE F. = 26. a i+ W Y2a� DAV D WILSON PAUL E
TRACT @
Q' „ I I (Typl�al)\� st \ 2,800 S.F. W 1 W 25.,9 WIFE UNDA A. PAUL
' 1 x,o 9f7 \ F.F. = 26 00 i p
I I v% \ D.B. 3590, PG. 69
_ M.B. 1, PG. 40
p REVISION OFF SECII�ON I 2 qq
(O HUNTER Hli:k$ - - - - - - _ zo.7z i / \ Tel DN. Ditch 2 ' I NpTII / M ' U ! ZONED GB
M.8.12, P54 rl j A m (rYP�I) - - - WATER- I$'i m « RESTAURANT
I Jy I SERVICES x �y
/�,V /� v fl I x,.4> x as xzaM xu.9]1' --- - -- -- # SPECIAL � '° ( �-
pj A \ / / ' - _ _ a I ' zz9z NOTES I I of
Z �, EXISTING q OF DITCH =fi` - Sitt nce $ / / ) I TD .
1 \ / / , _ Pe 1 x21 x2125
'APPROVED BY THE FENDER COUNTY UNIFIED DEVELOPMENT ADMINISTRATOR" Q m , (ry�cel)f \ I / ` , . .
l / , 'l• 9.69 xzCn _ _2H x I .16 1 p �:,.>a % ' , LINE OF 6' wmE. s' NICK 6• ROUND STEEL eauaRoy,�iH I 1 (� ,, xs.o> a�t/Sec:iL. LL
J �.-"- 9�RsZ:ca"cw[TE rue aer' e W I
n- - _ _ _ _ xz,.eo � ��}'R��D zyoa - �aNCRE,[ .PROM. TY9. �' 13 �/ �,. $ " 1. l:antroctol• to coordinate Installation of rater esrNq
W ' 'i x 0 ' _I ! 'I e i `v' tape rith Wender County Utilities end NC�T.
1 o d 1 \ I I 2 `� / / VERT-18.01' - ' 4s- -._ TOPn22.662 •-..riYe N i 1 2. Water Sarvke to Convenience Store shill he 2' i1 aim
ADMINISTRATOR DATE APPROVED J ' x2a6> 2 I x32v - - z ASPHALT IN 8.16 R VACUUM I OL \. Supply line pet9rew meter and buidlnq shaft M Capper.
1 / I •-. =�o< - - -,. ASPHAtY'HD _ 3. Woter !o Dell shaft M 1 1/2'N eFn. SLPWY line
Di yd�nce Limit (aiogg'I'/L) i xza . �-.- - - - - 11 DetreesServkp and building ehal De Ceppr.
SITE PLAN VAUD FOR TWO (2) YEARS FROM APPROVAL DATE _ _ i- ,' 1� -xzaoe _ _ -r- --- ------ .,� m / , mdr
° ' t I` - - -1- - - -��' -' l . 4. S~ Mt�,t hrce man ehaa be constructed of Sch.
I e�, \ 6' CONCRETE I'W 40 PVC arM MtdMd at minimum 38" depth.
x£ " `u 4¢+ / xz4.wxz 33 I A T CMOPY PAD CV 5. Portions of edwer face main Installed under osphdt
xeseez I' I \ Yil I l / ) \ �a •� aea. euEJeet tto troMe loading shaft be Sell. 40 PVC
4, I z].99 x26.93 I " i U and Instilled o',rWt, ,1 42' th.
/ ' 1 EXISTING t OF ! 6 . \ aa6 ace - - L/,r \ F t �I,� 6. Septic force ma ehd be ceeawd N one joint 4'
1 /1� 142
\ /~ I ��• ^� t _ -.- - T '_ 7� -_.- -_' tLeee aF'cANdpr -_ �J- / I- i / RcP ductile ion pipe centred at the point of aowig with
\24- kURE OF 6' x,DE 6' TN�CI( cONCREIAPRON/ 1� / / ' , I `� �> \ storm drains Old✓a waLw maM/eerNCee.
x azz `ill
4.eo xza9, xzwez /y \ EXISTING \
Temp. Div. Dftch�" 77 ixz . x244, ASPHALT 0 I • = ASPHALT \
OP 23. PARKING
EXISTING, t OF _, 4i / / �� , / / ' \ I (ryp�) � � .m / �e'M,' ,de 11 V:-i 9.29' AREA i
-xu•r - 1 1 .90 / / xz+s] ' xzz.o5 zaz, J° I_° - - - - - _ _ xz4.]9 x2 -1 1
45 rt e.90 u,f, EXISTING 4�\
_ _ 5 / ,' 1 iS' LANDSCAPE BUFFER LINE x2w34 0 17 FLUME
HOLE AREA�6�yy� , / , C. +y x2a.3B e Y i AREA
Ie.601TCt';-M �WiKra , ,i= j- / E 130X ASIF �T -PRIME 9 - IS ns n E / R
LB,, Oi ,p, . „ IS 15 4'1 7. FORCE N p
fan ! T /Constr. MANH 2WtSD5
•Q / is.s9 �\ x�8,,u\17 i / x,6.T4 ,/ x2,01 ' zxs3 / x2]., E dolts \
r , x x2wso SIGNALa9] :. E -�i`
C APPROXIMATE LOCATION OF .a e�Ve ASPHALT ,x BOXY T"1" E
,' 7�� 1i, F W W 46s / W _
INVERT=19.57' - - ' INVERT=19.92' EXISTING 12" WAR LINE iW 2 ,� GRASS F.O. / �� E
-1� - - x21>] s.,. (TYPicah a74 ..36 W.V. AREA O / / xzs.n �� ea>snNe Ewx5l,
-n.m -15.26' - - - - - - - - 24" RCP =�. - _ -xaf90 � a . y AS EA PR x25. - -26- - 1 ASPHALT
x E705TMRC t Of DITCH_ -211 - - - / EXISTING t a: DITOb,VH.4 4i;RASS ^ z 2 z`"a TRAFFIC 1 I A 25'19• °R"� �iSM E
- - t- - �? 27 22.s42W- xzas7 PROPOSED AREA ' P T SIGNAL P - xza " E 985. ` 3••.Nee4-�-ta-�.----..en-- _ EDP A _ _
95' 0 -2''ss- ia.a- - - - -22 - �azt4m - - xxa�- EOP - - - - - 9� Disturbance fir nce mt 2 z .,. ° z (GRI
- - - - - - - - - za.ez `-,p8z4 - ISLAND TL rf xz6.oKTI- - - -.> , 25.73
VICINITY MAP - NOT TO SCALE
LEGEND:
OS EXISTING RON STAKE
SIS - SET RON STAKE
OF - EXISTING NON PIPE
ECM - EXISIINC CONCRETE MONUMENT
CC - CONTROL CORNER
CP - COMPUTED POINT
EPK - EXISTING PK NAIL
SPK - SET PK NAIL
EN®- EXISTING NAIL
(BY) . BENCHMARK
R/W - RIGHT AY
EDP - EDGE OF PAVEMENT
MBL - MINIMUM BUILDING LINE
SOD - BACK OF CURB
CO - SANITARY SEWER CLEAN -OUT
Wild - WATER METER
PP - POWER POLE
LP - LIGHT POLE
PPT - POWER POLE WITH TRANSFORMER
SL - SECURITY LIGHT
OW - WY Wpm
CB - CATCH BASIN
DI - DROP INLET
JB - JUNCTION BOX
RCP - REINFORCED CONCRETE PIPE
INV - INVERT
FES - FLAREDENDSECTION (PIPE)
SF - SOUAItE FEET
Nw- WATER VALVE
D/ w - IRRIGATION VALVE
FO - FIBER OPTIC CABLE BOX
TUB - TRAFFIC LIGHT BOX
TB - TELEPHONE BOX
EB - ELECTRIC TRANSFORMER BOX
NTS - NOT TO SCALE
MW . MONITORING WELL
SSMR SANITARY SEWER MANHOLE
D&UE - DRAINAGE R UTILITY EASEMENT
DUNRAE - DRAINAGE. UTILITY, k ACCESS EASEMENT
D.B., PG.- DEED BOOK. PAGE
M.B., PG.- MAP BOOK. PAGE
--UT-- - UNDERGROUND TELEPHONE LINE
-LIE-- - UNDERGROUND ELECTRICAL LINE
--E-- - OVERHEAD POMERLNE
-X-R- - FENCE
-ySF�- - SLT FENCE
,; - FIRE HYDRANT
O.pp - POWER POLE
LP - LIGHT POE
O- SANITARY SEWER MANHOLE
• HC - HANDICAP
HOPS - HANDICAP PARKING SON
- HANDICAP PARKING SPACE
-� - HANDICAP RAMP
STOP - PANTED STOP BAR
e - STOP SIGN
�••�••� - GRADING LIMITS LINE aft SILT FENCE LINE
CPS - COMPACT PARKING SPACE
PROPOSED TRAFFIC FLOW
EOSTNG TRAFFIC FLOW
•SBCF STEEL BOLLARD WITH CONCRETE FILL
+17.47 - EXISTING SPOT ELEVATION
0.00 PROPOSED GRADE
EG - MATCH EXISTING GRADE
TC-0.00 - PROPOSED GRADE AT TOP OF CURB
TW-0.00 - PROPOSED GRADE AT TOP OF WALK
EP-0.00 - PROPOSED GRADE AT EDGE OF PAVEMENT
DBL - DRAINAGE BREAK LINE
- DOUBLE CONCRETE BLOC( FILTER
- PROPOSED YARD LIGHT
a- - DRAINAGE FLOW DIREC710H
1 �Sd a 6 20%
N.C.G.S. MON. "MEEKS"
N-239,459.44
E=2,335,110.32
------- - r - - -- -- •- ASPHALT \ •-�
ELEV. 25.71 NAVD 88
S-'�� / _ _ _ / _ _ \ / i' xza. s i'L6 ��\ -x2sm _--.-_ -, 2e.04 �- �N 11'16'49" E 4039.81'(GRID)
\ -�- $. _._. .. _T S-TRIPPING•23.ee. .____. _.. _ -.. .I x24.,+-- _- -i-. _.xz•.T6. -. _._ --. _. -wzssz - / FI Ea \ xzs.z9 �'�
LEFT
NO
V 22- 7 I \ \ / TURN S GN - - � _ _ _ x2aw - _ N.C.G.S. NON. "PAUL" -
rwe9-LI"=----- ... l w, -.- --- -_ / . \. .._ _.-«sT,7e- _ _ ___.._ -_ __-. _ . _. _N - ___.xzwn_._. _ .. _.. _ _ . __ _ _ .._ J..__ _. _. _ xz6es._ __ - xzsrz xzasz... / ,-.� _ - !l -�_ _ - xxes _
- - - I N 4 .5
I6------�P '� _. '----<----'�2aa' _ _ ,•.. __; i_�_. / _ - - . - E-2,334,32008 FOR
TIN _ - - -- rzam'-'_. ._ _ .__; ..../ ,:' _.. ---xea,e..__. - , I ------ .._ W 0 '', .------28xze.0 ELEV.26.74 NAVD88 HAN-DEE HUGO
761
-22 .... _-----xsn�s. _- ----.. ___.. _ -SISIPP _._ _ J ma _ - _. C.F. 0.99998 29
---- - _ -_-_ _ ---- ___ _- _. _ / �/ / % 200' R/W (PUBLIC) - SEED IJMI � \ " � � /
__ r- - __ - - -_ --._ __ _.._ __.__ __. __ _ _ Z _._ ,....__._ _.. _-.. 07--__._ _ I 4a�� xzss7
6V _ RTi'T -t
S HWY 11
--IIll -- ---- -- - --------- - �- - - - -
I}INr - _ - - - - -
_ _
--xas.oz
APPROXIEXISTINGMfi'SEWER FORCEMAIN LOUTION OF y�,\I, Z4 W WV W W - TRAFFIC W Disturbed Area = 3.0 Ac
INVERT-15.13' 46zs' SIGNAL POLE SITE ADDRESS: 11795 US HWY 117 S.
F.H. W rp TL �TRAFFIC 64
} SIGNAL POLE
P.P.
OWNER:
EDNA WILSON SHEPARD HENSON,
TRUSTEE FOR THE EDNA WILSON SHEPARD HENSON REVOCABLE TRUST
C/O PAULA MILLS
140 OAK HILLS DRIVE, ROCKY POINT, NC 28457
9ID-675-3169
0
��
PURCHASER/DEVELOPER:
SAMPSON-BLADEN OIL COMPANY, INCORPORATED
�o
09 DRAKE CIRCLE
RALEEIGH, NC 27607
919-785-1904
TRACT ON US HWY.117 do NC HWY. 133, FENDER COUNTY
PREPARED FOR
SAMPSON-BLADEN
OIL COMPANY, INCORPORATED
ROCKY POINT TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 1, 2013
SCALE: 1"= 40' F.B.851 , PG. 32
JOB # 2013-19324 Email: (Larry) droftp40jpnc.com
GRAPHIC SCALE
R/W
REF: D.B.1145, P.050
A.A. MILLER FAMILY, LLC
D.B. 3005, PG. 236
M.B. 38, PG. 95
ZONED GB
UNDEVELOPED
MCM DEVELOPMENT, LLC
D.B. 1300. PG. 95
M.B. 32, PC. 60
ZONED GB
UNDEVELOPED
REV 00/00/00
R/W 40
III
( IN FEED ) SHEET 3 OF 8
1 inch = 40 ft
G:\Projects\BUNN BRANTLEY HAN-DEE HUGO ROCKY POINT\dwg\Base.dwg 1/2/2014 9:48:24 AM EST

TRACT DATA:
TOTAL AREA - 2.37 ACRES (103,132.17 SO.FT.)
DISTURBED AREA - 3.0 ACRES
ZONING - 82
PROPOSED USE - CONVENIENCE STORE / RESTAURANT
PIN NUMBER - 3233 34 7536 0000
SEWER - CAPE FEAR PUBUC UTILITIES
WATER - PENDER COUNTY UTILITIES
POKER - DUKE ENERGY PROGRESS
ADDRESS: 11795 US HWY. 117 S.
D.B. 1145, PG. 50
THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO
F.E.M.A. MAP 370344-3233K DATED FEBRUARY 16, 2007. THIS SITE IS
LOCATED IN ZONE "X".
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGINAL SIGNATURE, LICENSURE NUMBER AND' SEAL
THIS !j, DAY OF 4.y 201.````�OPTH'Cgq�'0
••• OFESS"•• ��i
JOHN L P.L.S. L-2596 ,•' �0"S�i
cr <2Sg5
•7
• V �;. p +
' O'x • U �( l:i
�i �• S RVE•O `w!�
4r
REVISION OF SECTION I
HUNTER HILLS
M.B.12, P.54
JLJ PROPERTIES, LLC
D.B. 3758, PG. 325
M.B. 12, PG. 54
pp a 71`2e q,,, y33->a{a-e5
N
I 7j�x2 .a3 �i:..
>�24sr \ 11
I
I1 i I
=2137
`1 dr I
/ I I ` 27.P2�t
/
12 BII
4
UN
P
1 1 II x2Q''b 1 `
j
k66.97
I \ ;
24.14 x3
N
i
9
II
2
1
�I
'
xu'Lu
x o0
I �I
II
I
0
�jj
x .87
=14
_
W
APPROXIMATE LOCATION OF
LLI
EXISTING 8' WATER LINE
I�
f �,
I I
ZONED GB '
/ UNDEVELOPED tiw" AJ / x24.
RESIDENTIAL SUBDIVISION / /ti xi \ X24. I
x 2a.6a
x2a n / �] \
X24.e5 / x22.2'
x2s. i /' APPROXIMATE LOCATION OF ! \ ze
EXISTING 6" SEWER FORCEMAIN I \h
X".93 I i�
V / x21.74
\ i / \x24.11 X2x2�Ea N'.
zu.w
BEN I- _____----- ____
EIP -24- j X24AN 15'19�i6_ -T- 386 3' SIS
X24.I j Y I1!f
34 4. 1 - - _ - _ _ _ - _ - -- - - - - 4,
iI
22(
//x21.3a
xn.--xz2.oz--22--x2,.n
------ - - - - --
�2t9a-------_-'/
x2t.9a
I
x2215 x'12A2 x225g
I
I.0
/
W
X23.
/ I
x22a3
X22.52
f
WOODS LINE
n.73
/
22, M23
WOODS LINE
/I
/
/
22.49
I
BLOCK
/
\
1
'
a3
L
JLJ PROPERTIES, LLC BUILDING .sill
D.B. 3758, PG. 325 r o 22.07 a
M.B. 12. PG. 54
ZONED GB 22.14 _ _ _ _ \ GUY �$
UNDEVELOPED WIRE
RESIDENTIAL SUBDIVISION T\ \
t�. i'N \ x21.a3 \ x22.,5 i
xz3.b T 11 � xaa3 q"z P.P
/ X2}76 Kts.n 4'v TOTAL AREA x22.57 / x23.3 Xz3.n ?
/ - _ fr 2.37 ACRES
/ - I Lu
Mi I (103,132.17 SO.FT.) Xzz.es / I. e
TRACT EI(T3 /
lZ' it
//\ f4 W
p REVISION OF/� ECI ON I �c i\xp.72
(0 _ HUNTER HILLS `\ - - - - - - - - t. e I,1 I F
I It \ M.B.12, P/,54 \ o I
'3i I / / p WOODS LINE \ - xza7s ,,,,,,LLL��[[[yyy /
II xn.n I X23.25 3D.D' x22.93 �' x23.h1 9,1
Zk\ \ / i / /EXISTING OF DITCH - - - -¢i` - 1!I - It �I // p 1-S/TORY 13 2z92 I lc I
Q
BLOCK
\, QJ �• •�21 - X23.25a
xz18" CP ,.7Nax26.�77 - ILDING 3
/i mi
0- xVERT-18.01' 43_-�2.62
cn -/� - 23 2 IN8.16Z 0.67 ASPHALT
/
/N
W I
xaj
23.95 b -28.0' Goa ASPHALT:n xz
IAJ 1;
'\ %zt. `47 _ / WOODS LINE ASPHALT
\ X2a3o ..
k23.99 '02-STORY o'� \
x z3.ea xza.s3BLOCK X23.93 k L
\ EXISTING f OF gTGH /�, >\z f / N"z , � ASBESTOS
SHINGLE _. • � \ o � z /
M I F.F.=4.91 P4-- 'Af
41.ez
X23.n ' zae ASPHALT 0,
/�9'
EIa37ING 4 a a _xID.n i/ / / / n 1 xza.za
_ N9 ,SM
Maas / / xn.a3 zu.06 z3.2, zz99 �"'""- / -- \ We•�. ,.. .,2aa9 ASPHALT
k aS _ - xK.ia rt 6.90 x,�. ,/ I ( /I I 21
i i/ \ \\ \\\ HO--x{*�'L+ �� // / / / 1) LEC. ASPHALT CONCRETE x24.39 xza.34 -- O UY // 1
/ xtaJ6 ia.e 1CIR / / [' -�• / E I Box Ae
t.Bp / �.P. 3.,9 S 15 4 6" 287.
/ `-17-��8.71/ / X10.94 / /
Ri // / ` xfed5 zta xn.ae � X2zv / ���'• za.s9
. 17 `� -16�i/ ' // �' APPROXIMATE LOCATION OF "i xuae / ASPHALT / w
I X1e.30/ / INVERT=19.5T --' �' INVERT-19.92' / EXISTING 12' WATR UNE JA, W- W Wow
Rlm T-15.26' _ xzzn / s.,a 3.74 / a.3a W.
- - x EXISTING E OF aTL)R _ - - - - - - _ - - / EXISTING OF amlx , - IN 95 5 24,43
h q.29or-- /- - 24" RCP =22-27 - - GRASS AREA
2K 22f1* 2 3 `iaRASS 24.z
-20-zzo.zz - L-. �.-.-xz2.sa 2zsz� xzx57 / ASPHALT
_ _ - - - �zs.l6 .ro ASPHALT
_ A A/
San 4.06 2
_ - 22- - x E _ Lffi ZZ.4C - 23 b �� _ - 2 -
-- x� --
2 - az
x2,Tz ,2
�O'•M-INIrr�"M'V --a+Ilt,'--- "-_.-.---_- \_I,. �- .-.r - -_- _
°/-- Ti _- - :
__..
ASPHALT
� -EeP- s X24w /
x25.52
t--" -___-pf3-STRPPING%ne --
5-22---71 1 \
Ila: 23 -r Xn32 xAa
. _
- - --s_..... ` _ _ - - 23- \ � .a xas.te
-21-- - - - - - - - _'.__._._--SI131PP ---_... .___a.-: --_._.._-_:~ . _ _------". - -- //r/// % 200' R/W (PUBLIC) ) SPEED UMI7��5._
---------- U S HWY 11
_ _
- - - - xT2'R =14-
p x za.70
APPROXIMATE LOCATION OF
'('a'i3 EXISTING 6" SEWER FORCEMAIN W
13'
REF: D.B.1145, P.050
R/W
N•C.
26.14
28.931
I
I
i
it I jl I
I I
L � I
i I
I
.37 1A,3
�NN
i
I
28.6/z8
20.07sn
IepppN�VI`4�e
0 I /EXNaIIS
TING2. 2, I
GRAVEL J
IPARKING
AREA
I
�E
e, 3v
DAVID WILSON PAUL &
WIFE LINDA A. PAUL
D.B. 3590, PG. 69
o M.B. 1, PG. 40
ZONED GB
wi RESTAURANT
,
v
W \
m /I 1
1
N 1
\
# 2
7 EXISTING 1
SSSkkk ASPHALT \
TOP-23. PARKING
do IaV:-19,2s' AREA ;
EXISTING ?4,\ '
a FLUME
AREA
X20M
R/W
FORCE D IN" .93 ItIc2 E E `..
MANHOLE e�xSIGNAL
4. X �A
% E -----
aes 2 .es GRASS FAREA.O. /
f " TRAFFIC � T-se �x zs /- -20 // xun Illz 251 ensaNc A�ALT � E E watSZ E � E
/ SIGNAL POLE �;6 , ` _ - xs.7 9 U " E 985.95'(GRND
-- 25.73
x a.22
�
-t xm:n ` ' \ - � \ N26.19
- �/ W XM" x39 N.C.G.S. MON. "PAUL'
t E-2,334,320.08
ELEV. 26.74 (NAND 88
xass2 - G.F.=0.99998429
25.57
W W - r W .5J
W.V. W TRAFFIC
es' SIGNAL POLE SITE ADDRESS: 11795 US HWY 117 S.
a.t2
F.H. TLC-�� 5.e4
W R TRAFFIC
>• SIGNAL POLE
u C
P.P.
OWNER:
EDNA WILSON SHEPARD HENSON,
TRUSTEE FOR THE EDNA WILSON SHEPARD HENSON REVOCABLE TRUST
C/O PAULA MILLS
140 OAK HILLS DRIVE, ROCKY POINT, NC 28457
910-675-3169
N
o o
PURCHASER/DEVELOPER:
�a
SAMPSON-BLADEN OIL COMPANY, INCORPORATED
�o
3309 DRAKE CIRCLE
RALEIGH, NC 27607
919-785-1904
REV 00/00/00 R/W
A.A. MILLER FAMILY, LLC
MCM DEVELOPMENT, LLC
D.B. 3005, PG. 236
D.B. 1300, PG. 95
M.B. 38, PG. 95
M.B. 32. PG. 60
ZONED GB
ZONED GB
UNDEVELOPED
UNDEVELOPED
0
It
NC y� 733 � r
Z
y SITES -
VICINITY MAP - NOT TO SCALE
LEGEND:
EIS EXISTING IRON STAKE
SIS - SET RON STAKE
END -EXISTING RON PIPE
ECM - EXISING CONCRETE MONUMENT
CC - CONTROL CORNER
CP - COMPUTED POINT
EPK - EXISTING PK NAIL
SPK - SET PK NAIL
EN®- EXISTING NAIL
; (BM)
TE - CENTERDNE
R/W .RIGHT OF WAY
EOP EDGE OF PAVEMENT
MEN. - MINIMUM BUILDING LINE
80C . BACK OF CURB
00 - SANITARY SEWER CLEAN -OUT
WM WATER METER
PP POWER POLE
U - LIGHT POLE
PPT POWER POLE WITH TRANSFORMER
SL SECURITY LIGHT
cw . GUY WOE
CB - CATCH BASIN
DI - DROP INLET
JB - JUNCTION BOX
RCP . REINFORCED CONCRETE PIPE
INV - INVERT
FES - FLARED END SECTION (PIPE)
SF - SOUA(W FEET
04w- WATER VALVE
DC N - IRRIGATION VALVE
FO - FAR OPTIC CABLE BOX
TUB - TRAFFIC LIGHT BOX
TB - TELEPHONE BOX
EB - ELECTRIC TRANSFORMER BOX
NTS - NOT TO SCALE
MW - MONITORING WELL
SSMH SANITARY SEWER MANHOLE
D&UE - DRAINAGE & UTILITY EASEMENT
DU&AE - DRAINAGE, UTILITY, & ACCESS EASEMENT
D.B., PG.- DEED BOOK, PAGE
M.B., PG- MAP BOOK, PACE
--UT-- - UNDERGROUND TELEPHONE LINE
--UE-- - UNDERGROUND ELECTRICAL LINE
--E-- - OVERHEAD POWERUNE
mil(-7L- - FENCE
-SF- - SILT FENCE
- FIRE HYDRANT
•O•pp - POWER POLE
UP - LIGHT POLE
O- SANITARY SEWER MANHOLE
THC - HANDICAP
HOPS - HANDICAP PARKING SIGN
- HANDICAP PARKING SPACE
- HANDICAP RAMP
STOP - PAINTED STOP BAR
® - STOP SIGN
�••�••� - GRADING LIMITS LINE & SILT FENCE LINE
CPS - COMPACT PARKING SPACE
PROPOSED TRAFFIC FLOW
DUSTING TRAFFIC FLOW
•SBCF - STEEL BOLLARD WITH CONCRETE FELL
+17.47 - EXISTING SPOT ELEVATION
0.00 - PROPOSED GRADE
MEG - MATCH EXISTING GRADE
TC-0.00 - PROPOSED GRADE AT TOP OF CURB
7W-0.00 - PROPOSED GRADE AT TOP OF WALK
EP-0.00 - PROPOSED GRADE AT EDGE OF PAVEMENT
DBL - DRAINAGE BREAK LINE
- DOUBLE CONCRETE BLOCK FILTER
- PROPOSED YARD LIGHT
o- - DRAINAGE FLOW DIRECTION
Ali
Gi:-- N.C.G.S. MON. *MEEKS"
N-239,459,44
E=2,335,110.32
ELEV. 25.71 (NAVD 88)
N 111649 E 4039.81'(G�- �- --0
EXISTING CONDITIONS
FOR
HAN-DEE HUGO
TRACT ON US HWY.117 & NC HWY. 133, PENDER COUNTY
PREPARED FOR
SAMPSON-BLADEN
OIL COMPANY, INCORPORATED
ROCKY POINT TOWNSHIP, PENDER COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 1, 2013
SCALE: 1"= 40' F.B.851 , PG. 32
JOB # 2013-19324 Email: (Larry) draftp40jlpnc.com
GRAPHIC SCALE
( IN FT ) SHEET 4 OF 8
1 inch = 40 ft
G:\Projects\BUNN BRANTLEY HAN-DEE HUGO ROCKY POINT\dwg\Bose.dwg 1/2/2014 9:07:46 AM EST
G

REVISIONS
Outlet Structure
(See Detail) -
f
�rlrll: i
• f.�L.
_* _`-X ZT.63
-
CP -_7 Berm
tp'I
1 J X �0. \
X
Retaining Wall
r\CV2W '..
I 2,r8
I Top 24.00 CV
IBase = 22.00
Constructed Wetland - Plan
Scale: 1" = 20'
o
I•�
2,
7
ie
i2,d.77
T3 DItch_L
.72�-- - - - -
--
i r
-
J -
Top Berm
Top Berm
X21.70i
_C1-
-
2 1S
�= 23.50 y
/-= 23.50 r
/
o
C
DUMPSTERS*
oCL
Emer. Spillway o
= Y2•50 0,,
3
3 o
_ rn,
/may
3 �^
e� N A
oN
vi A
22
-
1
�t
II
Parking
- _
_
- _
Area
- =
Temp. Pool Elev. = 22.0 =
- _ - Temp. Pool
Elev. = 22.0
_:
_ _
e
-' aeAAAi Ae -
.
- _ AAAAAa
_ e°_
._ e-e a_�a•aA
ease•°nAe
�Pcrking
°•°_.
°A
tgoe-_
-_
aeA
e� -
- '
1Y
Area
_
Elev--2 .50
lev=20.50
Elev-20.50
6" Placed Topsoil Matt
EjDeep Pool
Flume
® Native Impervious Mot'1
e
°
Shallow Water
(Low
Marsh)
*_�Parking
® Shallow Land
(High
Marsh)
Area
A -A
LA
Scale:
Scale: None (Vertically Exaggerated)
S 'M Wetland Zone Areas
1
a +I Deep Pool - 1,602 sf (21.0%)
I ( Shallow Water - 3,180 sf (41.7%)
Shallow Land - 2,842 sf (37.3%)
Total - 7,624 sf
1 X2 , �l
CURVE TABLE
CURVE
LENGTH
RADIUS
C1
14.14
4.50
C2
14.14
4.50
C3
3.94
3.00
C4
4.72
3.00
C5
41.97
23.78
C6
24.39
212.7e
C7
35.55
23.78
C8
11.36
7.22
C9
15.11
8.00
CIO
13.30
212.00
C11
26.59
20.00
Cie
10.02
11.00
C13
17.30
11.00
C14
17.28
11.00
C15
16.85
11.00
C16
58.58
209.00
C17
10.76
11,00
Cie
38.70
24.39
C19
31.42
20.00
C20
12.57
8.00
C21
12.25
8.00
C22
14.31
212.00
C23
33.84
20.00
Y-21" Typ.
Species to be
planted In dusters'
of 27 Individual
pangs as shown
at
!.r
N
I
N
anm,vw t.unu L7
) Water L6 Shallow Water
L3
L11
z r
0
v
ob ° f
09 = o
CA
Shallow
Water
L9 a
Shallow
Shoga p, Water ph yV°od
Deep CGS
Pool to 20.
3
Deep _j D ° e o
Pod y 0
N L13 ro 170
Wetland Dimensions & Layout
Scale: 1" = 20'
a
LINE TABLE
LINE
LENGTH
BEARING
Ll
30.90
S15.191361W
L2
30.89
S74.45'44'E
L3
34.07
N15.14'16'E
L4
33.04
N15.14'16'E
L5
31.46
S74.45'44'E
L6
46.27
N74.45'44'W
L7
65.01
N15.19'36'E
LB
42.48
S89.22'46'E
L9
35.99
N89.22'46'W
L10
38.21
S15.19'36'W
LII
13.56
S15.19'36'W
L12
63.54
S74.45'44'E
L13
10.69
N15.14'16'E
L14
13.52
N74i45'44'W
L15
2.20
N15.16'56'E
L16
3.31
S74.45'44'E
L17
82.17
N15.14'16'E
LIB
60.60
N15.19'36'E
L19
35.52
S29.08'36'W
L20
35.68
N74.40'24'W
L21
11.48
S22.10'06'W
L22
2.34
S74.45'44'E
L23
2.34
N15.14'16'E
L24
14.34
N74.45'44'W
L25
14.34
S15.14'16'W
L26
26.12
S74.45'44E
L271
1.09
N15.14'16'E
L28
2.23
S74.45'44'E
L29
14.46
N15'14'16'E
NOTES.
1) Wetlond plantings shall be
herbonceous plants of at least 4
cubic -inch containers. "Bare
Root" or seeding of weltand
plant varieties is NOT
permissible.
2) Wetland Plant species shall
be obtained from a reputable
and approved nursery operation.
Shallow Land
ee. see
e°°
nose Shallow Water
•••..
Planting Schedule
e° te•.et•
•AAt te°AA AA
oa
000
;��•
Plantin Schedule
•AAA& °•A eAe 9
e
2 -24OCEW Plant Density Typical
ee
• A°°° ° °•••
°°°•AAA A°••A
as
0°
Ae°ee e°e°°°°
•AAe °•A°e°°°°ee 2 OCEW Plant Density Typical
AA°aaa 11444'
°°
00
°•ee•A °°•ea °°°•
•ease, e• •••e
®Sweet P'Qparbrush 188 Total Required
°••a °see°°°
• ° ° • • °
00
Soft Rush 200 Total Re uired
® q
188 Total Required
q
a e e e • e°
see v e A eAee°
00
°o
ee e e e • AA ° • e e e
a° ° ° •eAt • e A A e a Woolgrasa 200 Total Required
Red Chokeberry 188 Total Required
•Ae°°•A° ea ° ee
e• aee °
• ° e • � ° ° •
00
0 0
•Aee� e° e °sees
•see ee •• ee•° Water Plantain 200 Total Required
• ° °
Cardinal Flower 188 Total Required
e • e°
°°°••e° •A°°°°eA
AA°eA �° ° w < ° e° a
0°
°0
e e • a
••e°°•A°ee• eeA °ee• Pikerelweed 200 Total Required
e • •AA ° s a AA°
e° AA
see e °A -A _ _ ° •e
0
°Aa i° ° eA°
e°set • •tt e •ate : 800 Total Required
eQu
752 Total Required
_o
a` °
ea....ae•._ ee.._
Elev. 20
Deep Pool
Planting Schedule
2' OC Typical ® 20 Contour
® Duckweed 56 Total Required
® Needle Spkerush 51 Total Required
112 Total Required
Wetland Zones & Planting Schedule
No Scale
i\1 L\� L \�G\�i• .Y..�YU�NAYL�LUSpecies to be
++++planted In *clusters"
plantings as shown
.....•..•... e;. eat left
Typ.
Top Berm
Ex.
(Trade
0 6" Placed Topsoil
® Native Impervious
Section B -B
Scale: None (Vertically Exaggerated)
GENERAL SEEDING SCHEDULE
NOTE, ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED. VEGETATIVE
SHELF SHALL NOT BE SEEDED AND SHALL BE ALLOWED TO GENERATE NATIVE
VEGETATION.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING• APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4%.
MATERIAL APPLICATION RATE
LIME 2 TONS/ACRE
20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTILIZER(10-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (UNHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTEi OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
SEEDBED PREPARATION NOTES,
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP,
3• LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE, IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION•
Top Berm
= 23.50
Shallow Land
Elev. 21.00 - 22.00
Shallow Water
Elev. 20.50 - 21.00
Deep Pool
Elev. 20.50 - 19.00
Shallow Land
Elev. 21.00 - 22.00
Shallow Water
Elev. 20.50 - 21.00
Deep Pool
Elev. 20.50 -- 19.00
CONSTRUCTION SEQUENCE:
1. CLEAR AND GRUB SITE. INSTALL ALL REQUIRED EROSION CONTROL
DEVICES AS REQUIRED BY SITE PLANS FOR TRACTS 1 & 2.
2. EXCAVATE CONSTRUCTED WETLAND SITE TO APPROXIMATE CONTOURS
INDICATED. INSTALL RIP RAP EMERGENCY SPILLWAY AT WETLAND OUTLET
LOCATION. WETLAND EXCAVATION SHALL SERVE AS TEMPORARY SEDIMENT
BASIN DURING CONSTRUCTION OF TRACTS 1 & 2 SITE IMPROVEMENTS.
3. INSTALL REQUIRED RETAINING WALLS AND BACKFILL TO APPROX. FINISH
GRADE.
4. PLACE REQUIRED FILLS AND DIVERT ALL SURFACE DRAINAGE FROM
TRACTS 1 AND 2 TO WETLAND EXCAVATION.
5. INSTALL STORMWATER COLLECTION SYSTEM AND CONTINUE TO DIVERT ALL
RUNOFF FROM ALL DISTURBED AREAS TO WETLAND EXCAVATION.
6. FINE GRADE AND PLACE PARKING AREA A.B.C., BUILDING SLABS AND
SIDEWALKS ON TRACTS 1 & 2.
7. ONCE TRACTS 1 & 2 ARE STABLE, REMOVE ALL ACCUMULATED
SEDIMENTS AND FINE GRADE WETLAND AREA TO ELEVATIONS AND CONTOURS
INDICATED. INSTALL OUTLET STRUCTURE AND PIPING. INSTALL ALL
REQUIRED WETLANDS PLANTINGS.
8. CONTRACTOR SHALL CONTINUE TO MONITOR AND WATER AS NECESSARY
ALL WETLAND PLANTINGS UNTIL SAID PLANTINGS ARE FULLY ESTABLISHED
AND DEEMED VIABLE. ANY PLANTINGS NOT SURVIVING THE CONTRACTORS'
WARRANTY PERIOD SHALL BE REMOVED AND REPLACED BY THE
CONTRACTOR.
JAI4 0 6 2014
BY:
paum S80H
NOT RELEASED FOR CONSTRUCTION /,
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SCALE: AS SHOWN
DATE: 11 /13/2013
PROJECT: 13-037
DRAWN BY:JNC/DKN
SHEET 5/8
losses

REVISIONS
r
1-1/2" Steel End Ba
"Spot" Weld Typ. 1-1/2" x 1/4"
Steel Bar ® 2"
I I 0. C.
a. \
d d
e
"Spot" Weld Typ.
<
0
1-1/2- Steel
d
n
Angle Frame Cont.
.a
.d
o
all Sides
y
3
Lo
U
�C5
p
° a
Oa
Z <
q
a
Q° d
d
<a
d
"Spot" Weld
Typ.
o Outlet
a
Structure
dd ,
Wall
°
e
1-1 /4" Steel
Bar Stock
Grate & Frame / Trash
Rack
No Scale
Draw -down Orifice
Assy. (See Detail)
Trash Rock
(See Detail)
Excavate area around
orifice assembly as to '
provide unrestricted flow
Shelf
5'-0"Sucre 6" Min
Typ..
Grate & Frame a
rt See Detai) _Ct t e t I
nil
4 " Wier NTS
(Along 3 Sides)
B-1
TOP VIEW
6" Min, 5'-0" S uore
Typ.. I
Grate & Frame
�!
Too Elev. "E" (100 )r storm) V_ —(See Detail)
Elev. "D" (10 yr storm.) Cont. Grout
Seal
IN
No 5 Bar "U" Strap
(Coat w/ Bitumastic)
No 5 Bar "U" Strap
(Coat w/ Bitumastic)
ras ac_ Precas eir
(See Detail)
Elev p "C" (Temporary Pool) Precast le
.; for Outlet Pipe / Outlet Pipe (Size per
Draw -down Orifice Drainage Plan)
Assy. (See Precas Hole
FIPv "R" (Permanent Pool) p for Or! 11 Ice Assy
Excavate area around orifice
assembly as to provide
unrestricted flow (Hatch Area)
Base Slab 6'- 4" Squar
SECTION A-1
Min.
6" Min.
c Cont. Weld
c / to CMP
Co
12" Min.
54" Min.
Anti -Seep Collar
No Scale
NOTES
1) OUTLET STRUCTURE SHALL BE
PRECAST SQUARE STRUCTURE AS
MANUFACTURED BY CAPE FEAR
PRECAST CONCRETE, INC. OR
EQUAL
3) PRIOR TO FABRICATION OF
PRECAST STRUCTURE OR STEEL
GRATE & FRAME/TRASH RACK,
CONTRACTOR SHALL PROVIDE
SUMBITTAL DATA (SHOP
DRAWINGS) TO ENGINEER FOR
REVIEW AND APPROVAL
=`-= l Anti -Seep Collar
Anti -Float Block (See Detail)
(4 CY Concrete)
1/4" Steel
Plate
ELEVATI❑NS SCHEDULE
CONSTRUCTED
WETLANDS
LOCATION
'Al'
DESCRIPTION ELEVATION
DEEP POOL BOTTOM
19.0001
'A2'
FOREBAY BOTTOM
19100M
'B'
PERMANENT POOL
21.00
'C'
WEIR ELEVATION
22.00
'D'
10 YEAR STORM
22.35
'E'
100 YEAR STORM
22.50
x INDLUDES
REQ'D V SEDIMENT STORAGE
ZONE
6"
Trash Rack
(See Detail)
Precast Hole
for Outlet Pipe
Precast Hole
for Orifice Ass
TvD. Bottom Elev.
at Structure Locati
Excavate area around orifice/
assembly as to provide
unrestricted flow (Hatch Area)
Outlet Structure Details
No Scale
6" Clean -out
Outlet
Structure
Wall
6" PVC
Tee
�--6" PVC
\Cont. Waterproof
1 I Seol
s'• cap w/",� �11IU
>LL Drilled Hole
Draw Down Orifice Assy.
No Scale
Base Slab 6'- 4" Squ
SECTION B-1
6" Min.
\7 Too Elev. "E" (100 yr storm)
c7 Elev. "D" (10 x storm.)
V Elev. "C" Temporary Pool
"B" Permanent Pool
-6"
J;�y 0 6 2014
13HI3
D ONOTRELEASEFR COSTRUCTION
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SCALE: AS SHOWN
DATE: 11 /13/2013
PROJECT: 13-037
DRAWN BY:JNC/DKN
SHEET 6/8

Ir OF STM AT ALL 07HER ASPHALT AREAS
...............................I�ASPHALT
M-M-22 - ABC STONE
ASPHALT AREAS
8" ON ENTRANCES &
6. ON ALL OTHER AREAS
-r 40M PSI CONCRETE
. 6/6 WELDED WIRE MESH
, e
TANK PAD
x 24" LONG SMOOTH DOWEL
:ASE PORTION IN NEW POUR
COLD JOINT POURS
•
CONCRETE VALLEY GUTTERS
WITH REINFORCEMENT
•®
6' 4000 PSI CONCRETE
rVIHITE CONCRETE AT CANOPY
BLACK DYDED CONCRETE AT PARKING APRONS
x6, 6/6 WELDED WIRE MESH
8:
COMPACTED SUBGRADE
CANOPY &
PARKING APRONS
B" 4000 PSI CONCRETE
WHITE CONCRETE
x6, 6/6 WELDED WIRE MESH
e e e'
. a
REAR CONCRETE &
DUMPSTER AREAS
.4 3) /S REBAR CONTINUOUS
e'
< KN
4" 4" <
2'
REINFORCEMENT AT ALL CURVED
ENTRANCE CURB & GUTTER
OUS
1-2 ASPHALT
BINDER
PAVEMENT DETAILS
NOT TO SCALE
EXISTING ROAD
R/W \ I I X / R/W
6 50' MIN.
THICK
MIN. I LENGTH
LGEO—FABRIC
CONSTRUCTION I ��
ENTRANCE 12' MIN.
PROFILE (SEE NOTE) i
PLAN VIEW
Construction Specifications
1. STONE SIZE — USE MSHA SIZE NO. 2 (2-1/2" TO 1") OR AASHTO
DESIGNATION M43, SIZE NO. 2 ( 2-1/2" TO 1-1/2"). USE CRUSHED STONE.
2. LENGTH — AS EFFECTIVE, BUT NOT LESS THAN 50 FEET.
3. THICKNESS — NOT LESS THAN SIX (6) INCHES.
4. WIDTH — NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS
OR EGRESS. MINIMUM OF 12'.
5. WASHING — WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR
TO ENTRANCE ONTO PUBLIC RIGHT—OF—WAY. WHEN WASHING IS REQUIRED, IT SHALL BE
DONE ON AN AREA STABILIZED NTH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAP OR SEDIMENT BASIN. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING
ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SANDBAGS, GRAVEL,
BOARDS OR OTHER APPROVED METHODS.
6. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS —OF —WAY. THIS
MAY REWIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND
AND REPAIR AND/CR CLEANDUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL
SEDIMENT, SPILLED, DROPPED. WASHED OR TRACKED ONTO PUBLIC RIGHTS —OF —WAY MUST
BE REMOVED IMMEDIATELY.
STABILIZED CONSTRUCTION ENTRANCE (D-5)
WILKINS 975XL WITH
INTEGRAL BALL VALVES
OR EQUAL (VALVE MUST
BE USC APPROVED)
2" FLOOR DRAM I j / I I
(INSIDE NSTAI"TION ONLY)—I}-f�'F--'
CALV.
OR DIP
NOT TO SCALE
"HOTBOX" TYPE INSULATED
ENCLOSURE (OUTSIDE INSTALL
ATION ONLY).
PVC ' GALV. OR DIP GALV. OR DIP' PVC
UNDER CONC. UNDER CONC.
1" RPZ BACKFLOW PREVENTER
NOT TO SCALE
SLAB (OUTSIDE INSTALLATION)
IOR ONSIDE INSTALLATION)
12 GAUGE 4"x4" OR 2"x4"
WELDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON
METAL POSTS. /
24'
ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
OR EQUIVALENT SECURED TO WIRE WITH METAL
CUPS OR WIRE AT 8" OFF CENTER.
MAXIMUM SEDIMENT STORAGE LEVEL.
-REMOVE SEDIMENT WHEN THIS LEVEL IS
REACHED OR AS DIRECTED BY INSPECTOR.
GRADE
2' MINI I SOIL
COVER WITH SOIL AND TAMP BACKFlLL.
CARRY APPROXIMATELY 12" OF FABRIC INTO TRENCH,
CARRY 6" OF WIRE INTO TRENCH.
STEEL POSTS AT 8' OFF CENTER MAXIMUM.
INSPECTION AND MAINTENANCE
INSPECT ONCE A WEEK AND AFTER EVERY RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC COLLAPSE, TEAR, DECOMPOSE OR BECOME
(EFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE DETAIL
Not to Scale
j
STONE
(LOCK
I
rt 1/2" M `HARDWARE CLOTH
=III=111=111=1 CATCH BASIN III=III=III=III=
— —DEPTH VARIES —
SECTION A —A
DOUBLE CONCRETE BLOCK FILTER
AROUND CATCH BASIN (,D-6)
NOT TO SCALE
SITE ADDRESS: 11795 US HWY 117 S.
OWNER:
EDNA WILSON SHEPARD HENSON,
TRUSTEE FOR THE EDNA WLSON SHEPARD HENSON REVOCABLE TRUST
C/O PAULA MILLS
140 OAK HILLS DRIVE, ROCKY POINT, NC 28457
910-675-3169
PURCHASER/DEVELOPER:
SAMPSON—BLADEN OIL COMPANY, INCORPORATED
3309 DRAKE CIRCLE
RALEIGH, NC 27607
919-785-1904
,.�,.�.. CAT,•••
CH B
JC. FC
TYPICAL CURB INLET
NOT TO SCALE
AL
1 148
9 ..... Co
K. NV'-
DETAILS JAN 0 6 2014
FOR
HAN—DEE HUGOBY.,__ ---
TRACT ON US HWY.117 & NC HWY. 133, PENDER COUNTY
PREPARED FOR
SAMPSON-BLADEN
OIL COMPANY, INCORPORATED
ROCKY POINT TOWNSHIP, PENDER COUNTY, NC
PPARBY
JOHN L. PIERCERE&EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 1, 2013
SCALE: AS NOTED F.B.851 , PG. 32
JOB # 2013-19324 Email: (Larry) draftp40jlpnc.com
SHEET 7 OF 8
G:\Projects\BUNN BRANTLEY HAN—DEE HUGO ROCKY POINT\dwg\Details.dwg 1/2/2014 10:44:16 AM EST
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] — FAX: [phone]
License No.: C-2553