SW8130516_APPROVED PLANS_20150514 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 13 0 511-P
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201505 1�
YYYYMMDD

N /F
JAMES VANDER
D.B.974 P.811
N. C.G.S.MON."TAYLOR'
N=365,304.8927
E=2,453,875.807 NAD 83
COMBINED FACTOR=
0.999915311
N6j7j2�+
.83(0R14D 01SI l
EIS . I 4r�,
\ \ GALILEE MISSIONA YFBAPTIST CHURCH / /'/ '' I ^\ SITE
D.B.T1552 RACT#2513 / / , j / j � / �59 ! I I I J PP
M.B.23 P.239 / / / / / %� I ; ^ '/ \
I I ' ,i I \\ j ///%�.' //ms"• / I '( I I�q-------------' sA/Yq<l AC go% ,'jo
4?t\
^ �!o
�Oj9G o LMCAS
I/
_i' / /RST�
� NEW RIVE.00.€
1
ES -c ' So BiF%R"ii/* \ ��_ ?s�� \ VICINITY MAP - NOT TO SCALE
t / _-_ /
I I � -� 5. \
AGVALAr%P TY UNIE / 1 j=E i i/� \\ ; $� LEGEND:
RUN3'NATjd C/L OLD / �'� • - • 31�� ' ? , I 1 -� - -_ �+a EIS = EXISTING IRON STAKE
/(,U�M IING�S B H/ EIS i STAKE
✓/+� % / \\ / I I i, �e 1�'- \ \ �0 QP - EXISTINSIS so G IRON PIPE
/ /` O ECM _ EXISTTNG CONCRETE MONUMENT
CC = CONTROL CORNER
t
EPK soEXISTING FIX NAIL
/ z HI►
.3627,P.8'14 / END= FXIStiso SET 1KNG NAIL
109,,-Wb 04 S.F / ' III \/
so BENCHMARK
2.51ram) A so CENTERLINE
sop I \\ IB: I Ili R/W so RIGHT OF WAY
EDP so OF PAVEM
MBL AsEMIDGE MUM BUILDINGJLINE
"•• BOO soBACK OF CURB
/ / /"e , 2• / 2I� m- �' / + sloo.lw•1., \\ I NC CO Wso ATER METER ITARY SEWER CLEAN -OUT
Pond \` / I' �Oj so PP so POWER POLE
LP so POLE s.
PPT soPOWER POLE WITH TRANSFORMER
THE COUNTY OF ONSLOW Ij .9 a. s y° SIDEWAU( . < `\ N F SL so SECURITY LIGHT
erA b •SEWER ; D.B.2633 P.744 GW =
_' . 4J LJ LJ GUY MARE
CeSCAI RACK •'G' a� •.! .7':t&CRT(PAD./: \ \\CB so CATCH BASIN
EIS _.,�G�i/ Ws , sEWat ,-C \\�\ \` ' r�(I \' �� \ \ \ M.B.33 P.37 JDi so B = DROP INLET
BOX
ION
,• .3 ,( � 4I �I. \ RCP _ REINFORCED CONCRETE PIPE
PUMP d '. w " C -SPORE •o w I `�• •y� C `� \ \ • \ INV INVERT
�} STA ;,g. 1,419S.F N ,'" I- I `. ,' Ifs` ,ODp_ , \ \ \ FES = FLARED END SECTION (PIPE)
a F.F. = 34.17 `��.\ 3,245.56 S.F. m _- / \ \ • \ \ \ AC. ACRE(S)
oh' F.F.=34.17 iv I` ``._____ _ ,��% \\ /�\ _ SF so SQUAkE FEET
s,! / TW ,' 6' ROURR STEEL BOLLARDS ''/ 'e• �� --- - �r -'� ` \ \C -\ DQwV_ WATER VALVE
I t �,• I-' WITH CONCRETE FILL O 6' O.C. DG N IRRIGATION VALVE
('mo z ', I .. \ ` TYPICAI, FOC = FIBER OPTIC CABLE BOX
/ 9�" ,'�+• ASPHALT r '( rly' J- ` •-x- 1
J 5' BLACK CHAIN LINK FENCE WITH 12' WIDE GATE. TLB _ TRAFFIC LIGHT BOX
PAYTNENT k 6' 5 wALg ARE ausl FENCE TO RUN AROUND 3 SIDES OF POND AND TB so TELEPHONE BOX
e CONNECT TO PROPOSED OPAQUE FENCE AT BUFFER NTS - NOT TO SCALE
-_ YL J I ALONG SIDE PROPERTY LINE UTILIZING IT AS 4th SIDE. MW so MONITORING WELL
30.0' e I .11
e e SIDEwAFIc :i ..: \ \ , / $$MH e+ SANITARY SEWER MANHOLE
ABC `-- .. - -- :- .4`-
-- - -. - - - j `� \ASAJ1,� D&UE = DRAINAGE do UTILITY EASEMENT
\ _--'- 4• 1" 1-2 ASPHALT # I i \ m / \ - DU&AE = DRAINAGE, UTILITY, & ACCESS EASEMENT
1 t •.� 2" BINDER _a
J 10.0' 9.0' T'L `I% \ jp O.B., PG.- DEED BOOK. PAGE
/L`NE of 6" THICK o TYP �3 --- '- / / ✓'�k/N M.B., PG.ss MAP BOOK, PAGE
1 '.'� 7'b 1• PIPER WATER J J BUACK CONCRETE ♦� 6" ABC o R=2.5'
Z I / j ' SERVICE-D$R �T / DRIP APRON, TYP. Y -2ISPHALT C --UT-- UNDERGROUND TELEPHONE LINE
-_-_ 2" BI DER -_-_ _-_-_-_ _-_ _-_-_ 9.61
,) <Oj --UE-- = UNDERGROUND ELECTRICAL LINE
'•'1 I In• coPPER wATER��• BLACK CONCRETE \-3 o BLACK CONCRETE R=3 p#1 < ` PROPOSED 6' HIGH WOOD OPAQUE FENCE �E_% = OVERFENCE
POWERUNE
�� \ ` WITH EVERGREEN SHRUBS (20 PER 100 LF)
10.0' SE VICE C-STORE a VALLEY GUTTER ry VALLEY GUTTER -SF- = SILT FENCE
UN OF 6' THICK $ I/ "' 1480 \ BETWEEN FENCE &PROPERTY LINE
p c I 'j 'BLACK CONCRETE ,I„ ji .. \ \ \ 280 LF OF FENCE & 56 SHRUBS REQUIRED _ FIRE HYDRANT
• •4 RIP APRON, TYP. u ' . a 8' THICK CONCRETE
e a PLACE FENCE 6' OFF OF PROPEP?Y LINE.
_ * \ PAD AT DUMPSTER •'
m I II .. y._____ •-u_-_ __� __________ �_ �A_'_ ___ -�� AREA 1\ \
f � \
_ n !SIR
G I II 136.0' -- g
pTn / ASPHALT II N 8" ABC\ / ? 7'-4" HIGH CMU DUMPSTER ENCLOSURE
1' P.
A I• o� 1" 1-2 ASPHALT '=":. WTH STEEL FRAMED DOORS
.� _Z •,I loo, '•'l 120 \ / ✓' 120 I 2' BINDER M 14.33' 6" ROUND STEEL BOLLARDS WITH
(p �/ - I .la ,e 28.0'-_ 28.0'0'28.0' AINO # 1 \ CONCRETE FILL, TYPICAL
N.C.G.S.MON.'HEMBY
83
/ 'V 47 SIS
j8" N 366166.9092
E !E 2455480.6126
j j�s(01ND 0/
15'CMPSTD
INVss28.87_
-.-.._..-.-.-.-.-..-.-. R/W ...... \ 1
INV_2&86 / MOVE
�cAs-
PROPOSED TURNING ARROW
I PROPOSED SOLID STRIPING ,
- - - - _ STRIPING IN SHADED4E
_
PROPOSED MINI SKIP STRIPING AREAS TO BE REM0D
Jr TI-----_� ;;V=yT - 60.0'
15'CMP i T-------
('--COI+ pBVE--►7'- - - - - - `
APPARENT
Exwtin�F w N�SEWER MH
MINI SKIP STRIPING _ HALF OF BAYS_)
�--
FOR PAVEMENT MARKINGS REFERCE NC DOT DRAWING 05.05 100.0'
(LEFT TURN LANE DEVELOPED FROM 2-WAY TURN LANE 2G0.o.G'
ENBAY
USE THERMO PLASTIC PAINT ) R/W EXIST DI
\TOP=3.
\INV=33�
CONSTRUCTION NOTES:
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED
AT THE TIME OF CONSTRUCTION.
2. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
3. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES
SHALL MEET ONWASA SPECIFICATIONS.
4. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS
AND USE FILL AS REQUIRED.
5. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WALL BE
DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
6. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND
DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT
BACKFILL MATERIALS.
7. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS.
S. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
9. MAXIMUM BUILDING HEIGHT IS LESS THAN 35'
10. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS
SHALL BE MET.
11. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO
ACCOMMODATE PROPOSED CONSTRUCTION.
12. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
13. DEVELOPER TO INSTALL STOP SIGNS AS SHOWN.
REF: OB:3627, P:824
14. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER
R-7 OR 12-8 SIGN.
15. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE
DRAINAGE (AS SHOWN).
IS. ALL CLEAN -OUTS TO BE IN VALVE BOXES IN PAVED AREAS
17. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO
F.E.M.A. MAP 37034-4349J DATED NOVEMBER 3, 2005.
18. ALL EXTERIOR LIGHTS WILL BE LOCATED AND POSITIONED SO NOT TO
ADVERSELY AFFECT ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
19. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS
OF THE COMPLETION OF ANY PHASE OF GRADING.
20. A WET TAP BY A PROPERLY UCENSED PUBLIC UTILITIES CONTRACTOR
WALL BE REWIRED FOR THE SERVICE INSTALLATION.
21. ELEVATIONS BASED ON NAVD 58.
22. UTILITY SERVICES MAY BE RELOCATED TO ACCOMMODATE SITE
CONDITIONS.
23. CONTRACTOR IS TO ESTABLISH GROUND COVER (SOD) AROUND POND
AREA AND IS TO ENSURE POND IS BUILT CORRECTLY AS PER PLANS-
24. ALL RADII SHOWN AT CURBING IS AT BACK OF CURBING.
C :r
YL
-
t
\
8" ABC
1' 1-2
ASPHALT\
2" BINDER
1✓
-
FEB_
PROPOSED
.W'_SOUD STOP BAR
6' PLASTIC GAS UNE PER
PIEDMONT NATURAL GAS
-
APPROXIMATE LOCATION
_
___-
ME OF CANOPY
T(
IOPOSED WATER SERVICE LINES TO
INIMUM OF 5' BELOW FINISH GRADE
LINE OF 6' WIDE,
o
6 THICK CONCRETE
N
APRON
_
1 00� 00
-
31K UST'
tY TAP 6 METER WITH .FT131FV
t.o! uRCR WIT,. RCP / PR RFSTAIIRANT
I
[0.50•
8" ABC TYPICAL
1' 1-2 ASPHALT
2" BINDER
r
NO0
ASPHALT
10.0'
LINE OF 6" THI K..
BLACK CONCRETE •.
DRIP APRON. TYP. I' '•
IT.
� 6' CHAINIINK\
I FENCE
tl ff
ONTATURAL
-.i F
-�Ifim
/i YL I PRIM ` WAIERUNE PER ONWASA / YL �� .50A
/i--J --� SIGNI - - jr�APPROXAAATE LOCARON�- -
Jz i S /46'04'31" W 393.36' I ----�
_`-.DtTCy' I� 11/ - \EM a - -` __ _-_-----
_-•_ - _ -
_.O DIRT ORM
START FENCE & BUFFER 18' FROM
PROPERTY CORNER TO ALLOW CLEAR
VIEW FOR ALL VEHICLES
6" PLASTIC GAS LINE PER
PIEDMONT NATURAL GAS
APPROXIMATE LOCATION
PROPOSED -
- .....................
320RADIUS
ov X
GIRT ORI \
_�' ws-c.�s-cAs�eeAs�cAs o,s-ws-ws cvs --as- FES -- n
Inv=30.34
F
nv. 30. 33.8ASPHALT r �49.5' / PROPOSED 104.5' BAY
N.C. HWY 53 (BURGAW HWY) 100' }/W
1Y WATEPoJNE PER ONWASA
APPROXMATE LOCATION I \
i
_----r-------DXRr�Eu�--r ---- �-� r---------T---
/ \ INV 30.58 INV=30.47_ �T �VE
/ PP A_ rI \ 15"CMP / INV=30.599 115"CMPI N - 47 IN1L30 \
/CLDITC:_3�•-���--33
!32� $ C�ITtFi Zi- �\15'CMP
-� --34-- INV 1,4 \ -34- ---•
8
18"RCP
li '/// /INV-31.07
a m
,Oa
c p
/ `Ci
GRAVEL DRIVE
I
TRACT DATA:
TOTAL AREA so 109,368.04 S.F. (2.51 ACRES)
DISTURBED AREA _ 1.9 ACRES
D.B. 3627, PG, 824
ZONING so HIGHWAY BUSINESS (HB)
PROPOSED USE so CONVENIENCE STORE / RESTAURANT
TOTAL REQUIRED SPACES _ 22
PARKING SPACES PROVIDED so 49 (INCLUDES 2 HANDICAP SPACE)
SEWER _ ONWASA
WATER = ONWASA .,,•,•:.
ADDRESS: 1476 BURGAW HWY.
%PP = POWER POLE
A* LP = LIGHT POLE
Oso SANITARY SEWER MANHOLE
HC so HANDICAP
•w- HCPS = HANDICAP PARKING SIGN
= HANDICAP PARKING SPACE
-� so HANDICAP RAMP
_ PAINTED STOP BAR
STOP
® _ STOP SIGN
= GRADING -DISTURBANCE LIMITS LINE
CPS COMPACT PARKING SPACE
PROPOSED TRAFFIC FLOW
= EXISTING TRAFFIC FLOW
•SBCF = STEEL BOLLARD WITH CONCRETE FILL
INT. 000 so INTERIOR LANDSCAPING
EXT. 000 = EXTERIOR LANDSCAPING
+17.47 so EXISTING SPOT ELEVATION
0.00 so PROPOSED SPOT ELEVATION
MEOP = MATCH EDGE OF PAVEMENT
TC-0.00 = PROPOSED GRADE AT TOP OF CURB
TW-0.00 so PROPOSED GRADE AT TOP OF WALK
TRW-0.00 so TOP OF RETAINING WALL
so_EP/TW-0.00 = EDGE OF PAVEMENT/TOP OF WALK
�
DBLL� so DRAINAGE BREAK LINE
1 I so DOUBLE CONCRETE BLOCK FILTER
/ ASPHALT ORIW \
-.-.-.-.-.-.-.-.-.-.-.-•-•-•-•-•-•-•-•---•- -•-
/ 15'CMP---------'- -
`'---------------
existing turning lane into
southwest high School
- - - - - - - - - - - - -----------.\----
�ASS DMV! - - - � GRAVEL DRIVE T - - - - ASPHALT DRIVE -
15"CMP 15"CMP-
NV=29.65 15"CMP
R/W
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
AS CCAALWIATED IISD'1:10,0TTHE 00+; WITNESS MPRECISION ``�N ICA
O 6JJ,`
ORIGIN SIGNATURE, UCEN NUMBER AN{;„SEAL
THIS DAY OF 20 `� P�FF_SS/����1, #so
PIERCE
i
JOHN L ERCE P.L.S. L-2598
!-2095
tss
so o'*
A
ii v ti�' SUR�•' 1p%�Zb
;;•
�tiH ; . Piio-\ •S
1111
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
SITE ADDRESS:
1476 BURGAW HWY.
OWNER:
JUDSON POPE LLC
P.O. BOX 649
MOUNT OLIVE, NO 28365
919-658-6566
DEVELOPER:
E.J. POPE & SON, INC.
P.O. BOX 649
MOUNT OLIVE, NC 28365
919-658-6566
REVISIONS:
6/23/13 Per Land Quality
8/13/13/Per JLP
1/7/14 Per OCHD
1/26/15 Per owner
SITE / UTILITY / LANDSCAPE PLAN
FOR
HANDY MART
INDIVIDUAL TRACT ON HWY 53
INTERSECTION OF HWY 53 & OLD MAPLEHURST RD.
PREPARED FOR
JUDSON POPE LLC (OWNER)
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PPARBY
JOHN L. PIERCERE&EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MAY 3, 2013
SCALE: 1"= 30' F.B. 824 PG. 1+
JOB # 2010-11700 Email: (Larry) draftp40)1pno,com d tf *t
of
GRAPHIC SCALE �'-
( IN FE87 ) SHEET 1 OF 8
1 inch so 30 it
G:\Pro)ects\BUNN BRANTLEY - HWY 53 & MAPLEHURST RD - 2015\bose.dwg Feb 12. 2015 - 4:54pm

PROJECT: Handy Mart - NC 53 CRYSTAL COAST ENGINEERING, PA
tc 5 mine 205-3 WARD ROAD, SWANSBORO, N.C. 28554
110 = 7.5 PHONE: [phone] - FAX:
[phone]
C 0.8 BUSINESS LICENSE #: C-2553
INCR. INCR. TOTAL TOTAL
OUTLET
PIPE AREA 010 AREA G10 DIAMETER LENGTH
GRADE VELOCITY
ZONE
LENGTH
WIDTH
TYPE
A 0.36 2.16 0.36 2.16 12" 110
0.88%
8 0.19 1.14 0.55 3.30 15" 186
0.88%
C 0.15 0.90 0.70 4.20 15' 76
0.88%
D 0.07 0.42 0.77 4.62 15" 60
0.88%
E 0.26 1.56 1.03 6.18 18' 55
0.88% 5.5
2
9'
5'
CI"B" Stan
F 0.13 0.78 0.13 0.78 10' 64
7.20% 6.4
2
6'
3'
CI"B" Stan
G 6.0• 15' 34
2.90% 8.5
2
25'
14'
CI'B' Stan
H 0.12 0.72 0.12 0.72 18" 68
0.50% 5.0
2
9'
5'
G'B' Stan
I 0.17 1.02 0.17 1.02 18, 68
0.50% 5.0
2
9'
5'
CI'B' Stan
Special Notes:
1. Union otherwise noted, storm drain pipe shall be Cl III, Wall B (ASTM C76) and meet AASHTO
M170 with
WATERTIGHT Tongue
& Groow
and meeting NCDOT Requirements.
2. Storm Drain Installation shall be in accord with NCDOT requirements.
3. Rear Storm Drain (Pipe F) may be Sch 40 PVC or Double Wall HOPE w/ equivalent fittings.
4. Roof Drain Installation shall conform to N.C. Plumbing Code.
• 010 from Routing
DRAINAGE STRUCTURE SCHEDULE
STRUCTURE
TYPE
TOP
INVERT
COMMENT
DSI
CURB INLET
32.78
30.28
TOP • TOP CURB
DS2
CURB INLET
32.97
29.31
TOP - TOP CURB
DS3
CURB INLET
32.97
27.68
TOP . TOP CURB
DS4
CURB INLET
32.86
27.01
TOP - TOP CURB
DS5
CURB INLET
32.88
26.48
TOP . TOP CURB
Special Notes:
1. Unless otherwise noted, all
Storm Drain Structures shall conform to NCDOT requirements.
N /F
JAMES VANDER
D.8.974 P.811
N.C.G.S.MON."TAYLOR"
N=365,304.8927
E-2,453,875.807 MAD 83
COMBINED FACTOR=
0.999915311
E ,46
? 83, cn/0
15"CMP
Is
(BUSINESS)
\ \ GALILEE MISSIONARYFBAPTIST CHURCH // /� I ^\ SITE ,
/ / \ D.B.1552 P.513
TRACTA2
Imp
M.B.23 P.239
------------' j /// /� '/r4 / I II I I� ASAyq<T ti r�0.
Joints. <T
c?i
\ \ _// /F�s' / 1� I/Nco L C
AS
/ "//3 NEW RI '
// - - EIS _� /� ��- Zs\�\ VICINITY MAP NOT TO SCALE
sti// "/ /AGiOAL PFtoPFRTY utlE 1 i" E / itr LEGEND:
RLItWWITH ��/ ' / /CUM IINGS,BRANCH� j/r�El$ / / / J n - \'� AA� EIS EXISTING IRON STAKE
/ , �� \ �"" SIS - SET IRON STAKE
�.-J EIP - EXISTING IRON PIPE
ECM . EXISTING CONCRETE MONUMENT
PE,-,.LLC / `� CC - CONTROL CORNER
t' 1 1 I I / d, EPK • EXISTING PK NAIL
.3627-P.S24 / N�. pgTNGNAIL PK NAIL
✓ / / / 109, b.04 S.F I� BM BENCHMARK
2.51 _ACRES� i / ' I i, I / / ) •
- CENTERLINE
R/W - RIGHT OF WAY
\ / ry// /',, / ---'RB13rnl WAIF" /� I• I / qSA EDP . EDGE OF PAVEMENT
MBL - MINIMUM BUILDING LINE
//'�. 0/ �`� - �' \ �'' ` I y4y ` AA k/ CO • SANITARYBACK
SEWER CLEAN -OUT
-J R NC WM - WATER METER
y1g.�6 o ° 33,DD 34.ao PP - POWER POLE
< '� wae�• I IUP - LIGHT POLE
N/F PT . POWER POLE WITH TRANSFORMER
`\ "/ ClN7all• s §" 51DEWAD<.'. a '• 1 \• \ THE COUNTY OF ONSLOW SL - SECURITY LIGHT
ooNat TE PAo \ Y / •\\\ �\ \ \ D.6.2833 P.744 GW - GUY WIRE
EIS \ \ \ \ M.B.33 P.37 CB - CATCH BASIN -
/ m .- F S FES \ \ \ DI - DROP INLET
_ TW=33.85 / TW-33.85 '"/ \ � Inv.=28.44 Inv.=28.00 `' 1 �� \ ,� .JUNCTION BOX
/� "-- ----- OSR :'i\ �I• \\ RCP - REINFORCED CONCRETE PIPE
/ Q ' ` \ \ INV - INVERT
j# T s2 f : • 1,419 S.F C --STORE I ORE. 1 as \ \
R EPTW=33B :,. a e \ \ \ \ FES •FLARED END SECTION (PIPE)
F.F.= . �`�\ 3,245.56 S.F. .e ca `\ ' \ \ • _ _(S)
FF 34 17 ( / AC AEAR
v F.F. = 34.17 , SF . SOU E FEET
' C=33.34 / l ..._ F•. I �\\ .4 • - - - -`\ \ WON- WATER VALVE
\ - IRRIGATION VALVE
=33. L• \ / \ Od Iva FOC - FIBER OPTIC CABLE BOX
nz � ,,. �
5' BLACK CHAIN LINK FENCE WITH 12' WIDE GATE. TUB •TRAFFIC LIGHT BOX
PAVEMENT 4 8',9 WAD{ ARE RUSH `� '• .. '* a ; °m I FENCE TO RUN AROUND 3 SIDES OF POND AND TB - TELEPHONE BOX
CONNECT TO PROPOSED OPAQUE FENCE AT BUFFER NTS - MOTTO SCALE
YLPlfW-3400 „•a • I p/1+A/5q • 4 TRW=33.0 ry ALONG SIDE PROPERTY LINE UTILIZING IT AS 4th SIDE. MW MONITORING WELL
P 33 i
/ I • • SSMH . SANITARY SEWER MANHOLE
/ 7C=33.Ss '`- --• -- -- " ------ -` --- - "' \\ ( AS,o D&UE DRAINAGE & U71UTY EASEMENT
4FNDICAP /+ TCmN=33.61 3.11 yr- a 1 `� \ \�/, DU&AE • DRAINAGE, UTILITY, & ACCESS EASEMENT
`.• __ '---,�--�, I A D.B., PG. • DEED BOOK, PAGE
"�^ Spiii .73 3.73 /3 " Iy� r ✓ 1-/ M.B., PG.- MAP BOOK, PAGE
/.1 32.28 �"�� ` I TC D$5 TC= 2.88 I" I NC --UT-- . UNDERGROUND TELEPHONE LINE
Z / TC=32.78 32.68 33.55---_-�__--_ _ ` _�4-_= ssT „ , 4OT --UE-- - UNDERGROUND ELECTRICAL LINE
tr -^- --- ------- ----- �31/ 33.28 I `�` PROPOSED 6' HIGH WOOD OPAQUE FENCE --E-- - OVERHEAD POWERLINE
t.s arg "a DS1 .1 onc. su er 33.28 �se dark black ncrele 3275 32.38 - = FENCE
t �^2 ..!/ I se dark black concrete) N I 25 IIt \ ` WITH EVERGREEN SHRUBS (20 PER 100 LF) ERTY LINE -_ SILT FENCE
�• c / li �, 33.32 • 33.32 \ 3248 280WLF OF EEN EFENCE & 6P SHRUBS REQUIRED .FIRE HYDRANT
-_ •_ : w °" THIC CO T ' ` \ \ PLACE FENCE 6' OFF OF PROPERTY LINE.
a • ' _ PAD ATKDUMPSTERE b'
p0. r / I ,.. \ 33.65 ARR� .2 '
3 m .•.I '° I e e e e , 3z 7'-4" HIGH CMU UMPSTER ENCLOSURE
> A / .,� I 33.67 • 1 34.00 / 1 1 WITH STEEL FRAMED DOORS
J Z ;. Y / 1, 33.67 TC=33.23 {}• 1 .33' y
Co...•� �- ' �- I I 6" ROUND STEEL BOLLARDS WITH
CANOPY �� \ \NCR\FILL, TYPICAL
cOF
N.C.G.S.MON."HEMBY
N=365,871.9027 I \ - t 4..
E=2,455,224.072 33.32 33.32 1 I - 6' CHAINLINK
NAD 83 TC=-0 7C=33,58 \ 33. I ,a DS4 I FENCE
�$ / I O I 31K UST' o l 1� PIEDMONT.
N 47� N 366166.9092 I "� \ \�__o ' �,,, o I NATURAL START FENCE &BUFFER ALLOW
FROM
^� r�--=�'^-� TC=33.36 TC=33.05 I GAS I [PROPERTY CORNER TO ALLOW CLEAR
VIEW FOR ALL VEHICLES
` e E 3 E 2455480.6126 / c \ 9 ys -1
90 93' T _ h TC=32.97 ` TC=33.90 R / TC=32.97 7 l 6" PLASTIC GAS LINE PER
oI.S1
INV-28.86 ALL�'`�.--
PROPOSED
'APED TURNING ARROWS PROPOSED SCUD STRIPING
STRIPING IN SHADED
_ III AREAS TO BE REMOVED
PROPOSED MINI SKIP STRIPING
_ _ 7 60.0•
15"CMP-+� T - - - - V OMVE-�'- -
APPARENT
_ SEWER MH
MINI SKIP STRIPING - HALF OF BAY--�
FOR PAVEMENT LAME)
YTURNMARKINGS REFERENCE NCDOT DRAWING 1205.05 100.0'
(LEFT TURN LANE DEVELOPED FROM2•Wg2000BAY
USE THERMO PLASTIC PAINT R W \ EXIST DI
TOP.
\INV=3 . 8
CONSTRUCTION NOTES:
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED
AT THE TIME OF CONSTRUCTION.
2. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
3. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES
SHALL MEET ONWASA SPECIFICATIONS.
4. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS
AND USE FILL AS REQUIRED.
5. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE
DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
5. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND
DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT
BACKFlLL MATERIALS
7. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS.
S. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
9. MAXIMUM BUILDING HEIGHT IS LESS THAN 35'
10. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS
SHALL BE MET.
11. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO
ACCOMMODATE PROPOSED CONSTRUCTION.
12. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
13. DEVELOPER TO INSTALL STOP SIGNS AS SHOWN.
REF: OR 3627, P: 824
14. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER
R-7 OR 12-8 SIGN.
15. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE
DRAINAGE (AS SHOWN).
10. ALL CLEAN -OUTS TO BE IN VALVE BOXES IN PAVED AREAS
17. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO
F.E.M.A. MAP 37034-4349J DATED NOVEMBER 3, 2005.
18. ALL EXTERIOR LIGHTS WILL BE LOCATED AND POSITIONED SO NOT TO
ADVERSELY AFFECT ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
19. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORIRIG DAYS
OF THE COMPLETION OF ANY PHASE OF GRADING.
20. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR
WILL BE REQUIRED FOR THE SERVICE INSTALLATION.
21. ELEVATIONS BASED ON NAVD 88.
22. UTILITY SERVICES MAY BE RELOCATED TO ACCOMMODATE SITE
CONDITIONS.
23. CONTRACTOR IS TO ESTABLISH GROUND COVER (SOD) AROUND POND
AREA AND IS TO ENSURE POND IS BUILT CORRECTLY AS PER PLANS.
24. ALL RADII SHOWN AT CURBING IS AT BACK OF CURBING.
C SIGNAL
X4TROL -
pp �
TC=33.88_11AF
1 28.
'MEOP
FES
-InV.a0.m - -
j F
33---�
nv
':
PROPOSED
oe-SOLID STOP BAR
,
i • .
///'//'•
6' PLASTIC GAS LINE PER
PIEDMONT NATURAL GAS
,
+
APPROXIMATE LOCATION
�
0.
,�
e
DS2 J N PSRIIM �J2" WATERLINE PER ONWASA DS3 Y TC=33.23 d+ `� - oc11
f APPROXIMATE LOCATON X)' 4� 7C=33.59
-'-'- - - .............
-'- - - - - - - - - -'- - - -'- - -'_ - - - - - -•- -'-'- - - - - -'-'-'- -'- -'- - _ '�' -'-'-
=33.41 32 S 46'04'31" W 391. I
=r�i �ucN�11 I l_ • _ - .gym! - _ _ _ him.
IRE
DIRTgym!
DIRT DRIVE -pe- s- s-vas-us •� W6 --
ws-cAs-cu7`�oA+ DPo 11cAt-cAs-vac cws-aAs-oAs-ors us-vas=rda- FES 32.54
Inv.•30.3/ _ - nv?30.
\ T 7
O. MEOP i �`A\ 33.8' ASPHALT MEOP r �49.5'
N.C. HWY 53 (BURGAW HWY) 100' VW
1Y WATERLINE PER ONWASA--tea \ //
APPROXIMATE LOCATION 1 /
i
--r-------DIRr-0alWc --r ---- -�j r---------�----
/ INV=30.58 -� INV=30.47 DIRT RIVE
/ INV=30.59 I r _ INV 3 \
TCH\15"CMP _ �) /
/ /C L p1� -33- n 1 / -73 3z DER J( =_ CLC�ITCF+-32= �15"CMP
i -- sa- INV. 1.4 \ _34- --
187RCP �/�FIR
r
,
w a
1�00:
�
/
_
Q
GRAVEL RIVE
r r
r r
r If
r r
r If
/ r
�
INV=31.07
TRACT DATA:
TOTAL AREA - 109.368.04 S.F. (2.51 ACRES)
DISTURBED AREA - 1.9 ACRES
D.B. 3627, PG. 824
ZONING = HIGHWAY BUSINESS (HB)
PROPOSED USE • CONVENIENCE STORE / RESTAURANT
TOTAL REQUIRED SPACES • 22
PARKING SPACES PROVIDED - 49 (INCLUDES 2
HANDICAP SPACE)
SEWER - ONWASA
WATER = ONWASA
,,..'"• . "•,
ADDRESS: 1476 BURGAW HWY.
' r•"
1
I _
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 000�
ORISNAL SIGNATURF LI�+yRE NUMBEDAYR D SEAL```.%`%\A CAg0","fe.
JOHN L PIER S. L-2596 SEAL -
:
l- 2596 -
'�9 0.
i
. tiN L. P��P��`♦
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
"04PP - POWER POLE
LP - LIGHT POLE
O- SANITARY SEWER MANHOLE
HC - HANDICAP
•r HCPS • HANDICAP PARKING SIGN
Ilk - HANDICAP PARKING SPACE
-� . HANDICAP RAMP
STOP
. PAINTED STOP BAR
® - STOP SIGN
- GRADING -DISTURBANCE LIMITS LINE
CPS COMPACT PARKING SPACE
. PROPOSED TRAFFIC FLOW
. EXISTING TRAFFIC FLOW
• SBCF - STEEL BOLLARD WITH CONCRETE FILL
INT. 000 - INTERIOR LANDSCAPING
tXT. 000 - EXTERIOR LANDSCAPING
+17.47 - EXISTING SPOT ELEVATION
0.00 - PROPOSED SPOT ELEVATION
MEOP - MATCH EDGE OF PAVEMENT
TC-0.00 - PROPOSED GRADE AT TOP OF CURB
TW-0.00 - PROPOSED GRADE AT TOP OF WALK
TRW-0.00 - TOP R RETAINING WALL
EP/TW-0.00 - EDGE OF PAVEMENT/TOP OF WALK
DBL DRAINAGE BREAK LINE
• DOUBLE CONCRETE BLOCK FILTER
PIEDMONT NATURAL GAS
APPROXIMATE LOCATION PROPOSED
ASPHALT DRIVE
- - .............32.............. 0RADIUS -------•-•---•--- �-•-----•-•---•---•---'-•_. _. _. -._.-. -----
R W
_-• c/L E>asT. ata+ � Y-W__ 150CMP r-w-W
- �`- - - - -
0 3177
/ existing turning lane Into
southwest high school
104.5' BA)
----------� DItIVi `_T\CRAMELORIVE T - - - - - - - - - - - - - - - •GASP ALT - DRI r--
\ /
15"CMP 15"CMP • - • - -- • - . -
N V=29.65
15"CMP
R/W
SITE ADDRESS:
1476 BURGAW HWY.
OWNER:
JUDSON POPE LLC
P.O. BOX 649
MOUNT OLIVE, NC 28365
919-658-6566
DEVELOPER:
E.J. POPE & SON, INC.
P.O. BOX 649
MOUNT OLIVE, NC 28365
919-658-6566
REVISIONS:
6/23/13 Per Land Quality
8/13/13/Per JLP
1/7/14 Per OCHD
1/28/15 Per owner
3
GRADING/DRAINAGE PLAN
FOR
HANDY MART
INDIVIDUAL TRACT ON HWY 53
INTERSECTION OF HWY 53 & OLD MAPLEHURST RD.
PREPARED FOR
JUDSON POPE LLC (OWNER)
JACKSONALLE TOWNSHIP, ONSLOW 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: MAY 3, 2013
SCALE: 10= 30' F.B.824 , PG. 1+
JOB # 2010-11700 Email: (Larry) draftp40)1pnc.com
GRAPHIC SCALE
( IN FM ) SHEET 2 OF 8
I inch = 30 ft
G:\Projects\BUNN BRANTLEY - HWY 53 A MAPLEHURST RD - 2015\base.dwg Feb 12, 2015 - 4:54pm

CL"B"
CONSTANT POND SURFACE AREA 6,283 S.F. E EL= 27.00
1.5' DESIGN SURFACE AREA = 8,217 S.F. 8 EL= 28,00
APPROX. TOTAL POND VOLUME = 19,108 CF
ACTUAL FOREBAY VOLUME = 3,648 CF (19.1% OF TOTAL VOLUME)
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER -EXCAVATE" THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER
PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WALL BE REQUIRED TO
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
Embankment shall be constructed of uniform native material (free of
excess sOt, rock or gravel, debris or vegetative matter) compacted to
95X of maximum dry density in accordance with ASTM D1557 (8"-12'
Lifts)
Emergency Spillway (Elev. per Site Plan)
Outlet Protection
(See Erosion/Sed.
Plan)
�[T'liiFa�(!ir11
Outlet Pipe (Size per Drainage
Anti -Seep Coltar_/j
(See Detail)
NOTE CONCERNING POND LINER
Pond liner shall be constructed of 12" compacted day material
(hydraulic conductivity < iX10-s cm/sec) either obtained on -site or
from offelts source. Contractor shall provide hydraulic conductivity
test results to assure material meets the above requirements.
Alternately, Contractor may provide an HOPE Liner with equivalent
effective hydraulic conductivity.
POND (ELEV. 27A
LRY POND (ELEV.
)RAGE
.30)
rORAGE
.42)
I I GU L," 1I I�11L I VI I%A I 1%A11
Scale: 1" = 30'
SEEDBED PREPARATION NOTESi
L 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, RDDTS AND EITHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATMK SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMNOTH AND IN IF010L
4. IF HD SOL TEST IS TAKEN, FERTILIZER AND LINE TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, F4UVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE
5. IF SOIL TEST IS TAKEN, PROVIDE LIRE AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
6, LDE AND FERTILIZER SMALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DARING SEEDBED PREPARATION.
ELEVATIONS
SCHEDULE
I nr� `TION
'Al'
DESCRIPTION
MAIN POND BOTTOM
FI FVATInN
17.500
'A2'
FOREBAY BOTTOM
21.0Ow
'B'
PERMANENT POND
27.00
'C'
TEMP. STORAGE
28.00
'D'
10 YEAR STORM
28.30
'El'
100 YEAR STORM
28.42
'F'
MIN. BERM ELEV
30.00
■ INDLUDES REQ'D 1' SEDIMENT
STORAGE ZONE
Outlet Structure
(See Detd)
� `�`��Draw Down Orifice
� Amy. (See Detail)
Bottom Elev. "A 1"
i - - - - - - - - - - - i l
GENERAL SEEDING SCHEDULE
NOTE, ONLY AREAS ABOVE THE VEGETATED SHELF MAY BE SEEDED/MULCHED.
VEGETATED SHELF SHALL RECIEVE PLANTINGS AND/OR SOD PER THE
VEGETATED SHELF DETAIL.
SPREAD 4' TOPSOIL OVER AREAS TO DE SEEDED AND ESTABLISH UNIFORM
GRADE PRIER 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 4X.
MATERIAL APPLICATION RATE
LIE 2 TONS/ACRE
20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTILIZER(IO-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 (UN4ULLED) 20 POUNDVACRE
RYE (GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTE, OWNER MAY VARY. SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL HUT BE USED.
L NON
uxi1W
Vegetated Shelf
(See Planting
Z MAIN POND BOTTOM
�; (ELEV 17.50)
g' o
P
I
BOTTOM
(ELEV
22.00)
LINE TABLE
LINE
LENGTH
I BEARING
L1
71.79
S20.44'45'W
L2
69.06
N58.49'38'W
L3
6.10
N86.10'51'E
L4
11.52
S43.55'29'E
L5
65.43
N41.21'37'E
L6
16.51
N58.49'38'W
L7
5.32
S23.52'32'E
L8
49.11
S69.15'15'E
CURVE TABLE
CURVE
LENGTH
RADIUS
C1
5.26
3.00
C2
10.75
6.50
C3
11.37
6.50
C4
4,71
3.00
Pond Dimensions & Layout
Scale: 1" = 30'
VEGETATED SHELF PLANTING
NOTE:
SCHEDULE
1) Planting schedule applies ONLY
to the vegetated shelf and/or vegetated
filter (if applicable).
2) Prior to planting, Contractor shall
estabish correct and unitorm grade and
spread 4" topsoil material over all
areas to be planted.
Contractor shall plant the LOWER 5' of
Contractor shall plant the UPPER 5' of
vegetated shelf (i.e. BELOW normal pond) with
vegetated shelf (i.e. ABOVE
normal pond) with
3 different varieties from the below list.
3 different varieties from the below list.
Acceptable Shallow Water Plant Varieties
Permitted Shallow Land Plant
Varieties
Botanical Name Common Name
Botanical Nome
Common Name
Herbaceous Plante
Herbaceous Plants
Accrue subcordatum Sweetflag
Asclepius incamata
Swamp Milkweed
Alisma subcordatum Water plantain
Carex tenerc
Quill sedge
Hydrolea quadrivalvis Waterpod
Chelone glabra
White Turtlehead
Iris virginica Blue flag iris
Eupatoriadelphus dubius
Dwarf Joe Pys Weed
Juncue effusus var. pylaei or
Eupotoriadelphus flstulosus
Joe Pys Weed
solutue Soft rush
Eupotoriodelphus mcculatus
Spotted trumpetweed
Ludwigia spp. Primrose willow
Hibiscus coccineus
Scarlet rose mallow
Peltandro virginica Arrow arum
Hibiscus laevis
Halberdleaf rosemallow
Pontederio cordata Pickerelweed
Kosteletzkya virginica
Seashore Mallow
Sagittario latifolia Duck Potato
Lobella cordinalie
Cardinal flower
Sagittaria Iancifolia Bulltongue
Lobelia elongato
Longleaf lobelia
Soururus cernuus Lizard's tall
Lobelia siphilitica
Great blue Lobelia
Schoenoplectus tabemosmontoni Soft stem bulrush
Rhynchospora cdorata
Starush whitetop
Schoenoplectus americanus Threesquore bulrush
Sacchorum boldwinii
Narrow plumegross
Schoenoplectus pungene var.
Shrubs
pungens
Aronio arbutifolia
Red Chokeberry
Scirpus cyperinus Woolgross
Cepholonthus occidentalls
Common Buttonbush
Zizonlopsis miliaoea Giant cutgrass
Clethra olnifdia
Sweet pepperbush
Minimum planting density shall be 50 plants
Minimum planting density shall be 50 plants
per 200 of. Therefore, Contractor shall
per 200 of. Therefore. Contractor shall
provide 4M total (j3E each variety) Shallow
provide uQ total (IQ each
variety) Shallow
Water Plantings.
Land Plantings.
FUnli
Extend liner to the higher
of the SHWr or 100 Year Elevation.
46.00RS.H.W.T. V
IN Elev. "E" V
3 -_- r (100 yr storm)-
Inlet Pipe or Swale
-_ _- Undisturbed
Native
Material
"Overexcavate Pond by 24' and
•Bockflll with 12" compacted day
material (see note) & 12" topsoil
NOTE VEGETATED SHELF PLANTINGS
Contractor SHALL include vegetated shelf plantings Into his scope of
work. These plantings shall be installed immediately upon completion
of fine grading activities. Upon installation of selected species,
contractor shall fill pond to normal pod QE shall be responsible for
Derlodic Irrigation of Dlantinas to ensure their survival. Engineer
10' Veg. Shelf
Seed and mulch and/or
Centipede Sod (See Genera
Planting Schedule)
"Shallow Land." Vegetated Shelf Plantings
(See Vag. Shelf Planting Schedule for 1
acceptable varieties and planting density)
"Shallow Jt dff* Vegetated Shelf Plantings
(See Veg. Shelf Planting Schedule for
acceptable varieties and planting density)
Vegetated Shelf - Ty
�N cA SITE ADDRESS:
11 •••5.,&., 1476 BURGAW HWY.
c
- 1148
.F ,NNEE'• 0��`
OWNER:
JUDSON POPE LLC
P.O. BOX 649
MOUNT OLIVE, NC 28365
919-655-6566
DEVELOPER:
E.J. POPE & SON, INC.
P.O. BOX 649
MOUNT OLIVE, NC 2IM5
919-658-6566
STORMWATER POND DETAILS BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater III, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] '•' FAX: [phone]
License No.: C-2553
3:1 Bottom Slope
ical Section
pa) go
NOT RELEASED FOR CONSTRUCTION
STORMWATER POND DETAILS
FOR
HANDY MART
INDIVIDUAL TRACT ON HWY 53
INTERSECTION OF HWY 53 & OLD MAPLEHURST RD.
PREPARED FOR
JUDSON POPE LLC (OWNER)
JACKSONVILLE TOWNSHIP, ONSLOW 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: MAY 3, 2013
SCALE: AS SHOWN F.B.824 , PG. 1+
JOB j 2010-11700 Email: (Larry),_draftp40)pnc.com
PAGE 5 OF 8
G:\Protects\BUNN BRANTLEY - HWY 53 & MAPtEHURST RD - 101,5 d deta0s.dwg Feb 12, 2015 - 5:22pm
8 i

i
"Spot" Weld T
"Spot" Weld Typ.
1-1/4" S'
Bar Stock
/1-1/2" Steel End Bc
1-1/2" x 1/4"
/Steel Bar O 2"
0. C.
I
° d °
"Spot" Weld Typ, a < 6" Min. 1/4" Steel
.. ° Plate
d a
1-1/2" Steel d
Angle Frame Cont. :a ° c Cont. Weld)
all Sides c / to CMP c
a
P e ao `ao
° d
A
-.c 12" Min.
Q .
d
d < ° C I 54" Min.
e.
b Outlet a
Structure 44 ° Anti -Seep Collar
Wall
No Scale
Grate & Frame / Trash Rack
No Scale
Shelf
5'-0"
w 5'-0" S uare 6" Min
L
Typ..
o
o
ma v LGrate & Frame a
li r See Deta) a
----
i I
a
I F.
Draw-down Ori ce I
Assy. (See Detail) I
I
C/L— - —
I_
Trash Rack
Typ. 3 Sides --------','-
(See Detail) I
I
Excavate area around
I a,
I �
CMP -du
Outlet Pipe
--- — _j
I
orifice assembly as to I j No 5 Bar 'I Strap
provide unrestricted Flow—-------L--------J (Coat w/ Bitumostic)
TOP VIEW
J -V
6" Min 5'-0" S uare
Typ..
Grate & Frame
Top Elev. "E2" �—(See Detail)
Elev. "D" (10 yr storm.)y Carl. Grout .
Trash Rack Precast Weir Sed
(See Detail) 3 Sid
Elev. "C" (Storage Elev.) v Pr I
for Outlet Pipe
Draw —down Orifice
Assy. (See Detail)—� Precast Hole`'
Elev. "B" Permanent Pond _ for On ices
Cont. Gr ut Seal
12" Concr to Ballo'
Floor
�, .. .. .. .. .�'S 6" Min.
Excavate area around orifice /
assembly as to provide Bose Slab 6'-4" Sguar
unrestricted flow (Hatch Area)
SECTION A-1
No 5 Bar "U" Strap
(Coat w/ Bitumostic)
i
i
i
CMP Outlet Pipe (Size per
^1 Drainage Plan)
11)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.
ELEVATI❑NS SCHEDULE
LOCATION DESCRIPTIIDN ELEVATION
'Al' MAIN POND BOTTOM 17.50m
'A2' FOREBAY BOTTOM 21,00m
'B' PERMANENT POND 27.00
'C' TEMP. STORAGE 28,00
'D' 10 YEAR STORM 28.30
'El' 100 YEAR STORM 28.42
'F' MIN. BERM ELEV 30.00
r INDLUDES REQ'D 1' SEDIMENT STORAGE ZONE
Anti —Seep Collar
anti —Float Block (See Detail)
(4 CY Concrete)
6"
Trash Rack
(See Detail)
Precast Hole
for Outlet Pipe
Precast Hole
for Orifice Ass
Excavate area around orifice
assembly as to provide
unrestricted flow (Hatch Area)
Outlet Structure Details
No Scale
6" Clean —out
6" Cap w/,___­�
1,L Drilled Hole
Excavate area around orifice /
assembly as to provide Bose Slab 6'-4" Sguar
unrestricted flow (Hatch Area)
SECTION A-1
No 5 Bar "U" Strap
(Coat w/ Bitumostic)
i
i
i
CMP Outlet Pipe (Size per
^1 Drainage Plan)
11)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.
ELEVATI❑NS SCHEDULE
LOCATION DESCRIPTIIDN ELEVATION
'Al' MAIN POND BOTTOM 17.50m
'A2' FOREBAY BOTTOM 21,00m
'B' PERMANENT POND 27.00
'C' TEMP. STORAGE 28,00
'D' 10 YEAR STORM 28.30
'El' 100 YEAR STORM 28.42
'F' MIN. BERM ELEV 30.00
r INDLUDES REQ'D 1' SEDIMENT STORAGE ZONE
Anti —Seep Collar
anti —Float Block (See Detail)
(4 CY Concrete)
6"
Trash Rack
(See Detail)
Precast Hole
for Outlet Pipe
Precast Hole
for Orifice Ass
Excavate area around orifice
assembly as to provide
unrestricted flow (Hatch Area)
Outlet Structure Details
No Scale
6" Clean —out
6" Cap w/,___­�
1,L Drilled Hole
Anti —Seep Collar
anti —Float Block (See Detail)
(4 CY Concrete)
6"
Trash Rack
(See Detail)
Precast Hole
for Outlet Pipe
Precast Hole
for Orifice Ass
Excavate area around orifice
assembly as to provide
unrestricted flow (Hatch Area)
Outlet Structure Details
No Scale
6" Clean —out
6" Cap w/,___­�
1,L Drilled Hole
Outlet
Structure
Wall
Wall
TREATED 2x6
a.
OUTSIDE CAP
6" PVC
/
Tee
GALV. r THRU—BOLT
6" PVC
ELEV-SEE X—SECTIONS
�--w/ NUT/WASHER
MAx_ w.l
��ELEV-SEE X-SECTIONS
O 2' O.C.
Cont. Grout
Seal
TREATED 46
INSIDE CAP
N
4' VINYL SHEETPILE
Draw Down Orifice Assy.
No Scale
Base Slab 6'-4" Sau
SECTION B-1
6" Min.
v Top Elev. "E2"
y Elev. "D" (10 yr storm.)
v Elev. "C" (Storage Elev.)
Floor
—6"
MICA tyf'r,
=0 O'�
- L -
1
•9� �.•c�NE�PyO�-c
K. N� •'
REVISIONS:
2/8/15 PER OWNER
Baffle Wall 2
I
Baffle Wall Detail
No Scale
NOTE:
NO "TIE BACK" RODS OR
ANCHORS REQUIRED AS WALL
IS NOT SUBJECT TO SOIL
RESTRAINT STRUCTURAL
LOADING. SHEETPILES,
HOWEVER, SHALL BE
ADEQUATELY EMBEDDED INTO
NATIVE SOIL STRATA AS
REQUIRED TO RESIST
HYDRAULIC FORCES (MINIMAL)
Baffle Wall 1
Baffle Wall Cross Sections
No Scale
SITE ADDRESS$
1476 BURGAW HWY.
OWNER:
JUDSON POPE LLC
P.O. BOX 649
MOUNT OLIVE, NC 26365
919-658-6566
DEVELOPER:
E.J. POPE & SON, INC.
P.O. BOX 649
MOUNT OLIVE, NC 26365
919-858-6565
STORMWATER POND DETAILS BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater III, PE
205-3 SWAINSBORO, N.C. 28584
PHONE: [phone] — FAX: [phone]
License No.: C-2553
P (@�)P T[MoHono �c�
NOT RELEASED FOR CNSTRUCTION _
STORMWATER POND DETAILS
FOR
HANDY MART
INDIVIDUAL TRACT ON HWY 53
INTERSECTION OF HWY 53 do OLD MAPLEHURST RD.
PREPARED FOR
JUDSON POPE LLC (OWNER)
JACKSONVILLE TOWNSHIP, ONSLOW 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: MAY 3, 2013
SCALE: AS SHOWN F.B.824 ---'— PG. 1+
JOB # 2010-11700 Email: (Larry) droftp4®jpnc.com
� E� 8
G:\Prolecle\BUNN BRANTLEY - HWY 53 & MAPLEHURST RD - 201511111 dej4*jjwq._6b-11 1014---`r23Dm
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ASPHALT AREAS
8" ON ENTRANCES &
6" ON ALL OTHER AREAS
• 40DO PSI CONCRETE
x6, 6/6 WELDED WIRE MESH
�. a n <
a
TANK PAD
<' <
/5 x 24" LONG SMOOTH DOWEL
GREASE PORTION IN NEW POUR
EXISTING NEW
:ONCRETE ONCRETE--
POUR POUR
COLD JOINT POURS
CONCRETE VALLEY GUTTERS
WITH REINFORCEMENT
BLACK OYDED CONCRETE AT PARKING APRONS
xG. 6/6 WELDED WIRE MESH
B
COMPACTED SUBGRADE
CANOPY &
PARKING APRONS
8" 4000 PSI CONCRETE
WHITE CONCRETE
x6, 6/6 WELDED WIRE MESH
a n .
REAR CONCRETE &
DUMPSTER AREAS
E�I
Wy kes��:
REINFORCEMENT AT ALL CURVED
ENTRANCE CURB & GUTTER
OUS
1-2 ASPHALT
BINDER
PAVEMENT DETAILS
NOT TO SCALE
EXISTING ROAD
R/W R/W
6 50' MIN.
THICK
MIN. ( LENGTH
�GEO-FABRIC
CONSTRUCTION
ENTRANCE 12' MIN.
PROFILE (SEE NOTE)
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 WITH 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 REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND
AND REPAIR AND/OR CLEANOUT 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
NOT TO SCALE
12 GAUGE 4"x4" OR 2"x4"
WELDED WARE HOOKED ONTO
PREFORMED CHANNELS ON ULTRAVIOLET RESISTANT (BLACK) MIRIFI FABRIC
METAL POSTS.
EQUIVALENT SECURED TO WIRE WITH METAL
CLIPS OR WIRE AT 8" OFF CENTER.
MAXIMUM SEDIMENT STORAGE LEVEL
COMPACTED SOIL 2' MINIMUM
g"
REMOVE SEDIMENT WHEN THIS LEVEL IS
f�
I
REACHED OR AS DIRECTED BY INSPECTOR.
FLOW
MINIMUM
24"
t
•
t Sty NATURAL GRADE
8' TYPICAL
2'
TEMP. DIVERSION DITCH
6"
NOT TO SCALE
2' MNIMUM
COVER WITH SOIL AND TAMP BACKFILL.
PROPER INSTALLATION METHOD
CARRY APPROXIMATELY 12' OF FABRIC INTO TRENCH,
CARRY 6" OF WIRE INTO TRENCH.
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER OBJECTIONABLE MATERIAL
STEEL POSTS AT 8' OFF CENTER MAXIMUM.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAT THE DESIGN ELEVATION —PLUS THE SPECIFIED SETTLEMENT
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND CLEANOUT
INSPECTION AND MAINTENANCE
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS.
INSPECT ONCE A WEEK AND AFTER EVERY RAINFALL MAKE ANY REQUIRED REPAIRS
AND MAINTENANCE
IMMEDIATELY. SHOULD THE FABRIC COLLAPSE, TEAR, DECOMPOSE OR BECOME
INSPECTION
IEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
INSPECT ONCE A WEEK AND AFTER EVERY RAINFALL IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO REDUCE
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE PROTECTED AREA IS PERMANENTLY STABILIZED, REMOVE THE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GRADE AND APPROPRIATELY STABILIZE IT.
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE DETAIL
Not to Scale
Iq
z
CROSS SECTION
DESIGN SETTLED OP21' MIN
Ts�
aft•
3RMIN W
STONE SECTION
CONVENTIONAL TEMPORARY
SEDIMENT TRAP
NOT TO SCALE
EMERGENCY BY-PASS
6" BELOW SETTUD TOP
OF DAM
NATURAL GROUND
RI
17' MIN 1
DEWEY BROTHER MBx—I
OR APPROVED PLASTIC METER pUBUC PRIVATEBOx RIGHT PROPERTY
if t OF WAY
VARIABLE
5, X 3/4" METER TO BE
FOR SMALL DIAMETER PIPE USE 3/4' P.E. PLASTIC INSTALLED BY ONWASA
TAPPING SADDLE WITH NEOPRENE 3406 SDRB
GASKET CEMENTED IN PLACE 2'
CHECK VALVE
CONNECTION TO
UNIT BY OWNER
TEMPORARY PLUG FOR SERVICES
izBRASS CORD NOT TO BE IMMEDIATELY
3/4"
MUEU.ER CC CONNECTED.
THREAD NO. 8-28008 3/4" X 5/6" METER YOKE WITH
LOCK WING METER STOP AND
ASSE DUAL CHECK
MUELLER NO. 92404-2A 42
WATER MAIN
NOTE: METER BOX TO BE SUPPORTED ON BRICK OR BLOCK
SesSchedule
�
PLAN VIEW
0
8"
1/2" RAD.
3' RAD.
e
ko
G<
4.
SPILL TYPE 2e CONCRETE CURB & GUTTER
NOT TO SCALE
Mule
L
-r
r ,a
•
• . • •. a- n- • • «
'00 Olt
6" Min Overfill60
`C! For settlement
6' MIn.
G"B'
1 4� Stone
\2;1 Side
h; �I
ter � Max
nFabric pact FlII Natural Ground
Material.
EMERGENCY SPILLWAY SECTION
Length _ k 5' Min.. 6" Min. r-1.0' Min.
Sot of
Baffles, x..Jlfat�r �w� -'.•.
PN� Filter Z fja 5' Max.
$ Fabric t
1. M. `
`Notural Ground
Faircloth
Skimmer (See Sod Trap
Schedule for
size/orilcer) CROSS—SECTION OF STONE OUTLET SECTION
SKIMMER SEDIMENT TRAP DETAIL
NOT TO SCALE
W8J(MS 975XL WITH
INTEGRAL BALL VALVES
OR EQUAL (VALVE MUST
BE USC APPROVED)
DRAIN
(INS INSTALLATION ONLY)
/8' RAID.
1
i 1/2" MESH HARDWARE CLOTH
a
T
ONWASA'S CUSTOMER'S DUAL CHECK VALVE NEAR METER
RESPONSIBILITY RESPONSIBILITY (REQUIRED)
STOPS HERE BEGINS DOUBLE CHECK VALVE ASSEMBLY
FOR COMMERCIAL USERS AT A
MINIMUM.
CONTACT ONWASA'S
CROSS —CONNECTION CONTROL OFFICE
I GATE VALVE NEXT 1Q PRESSURE REDUCING GATE VALVE
METER CUT—OFF METER METER BOX NEAR HOUSE
ONWASA'S ONWASA'S I ONWASA'S METER VSTRAI ER (CUSTOMER OPTION)
(REOUIRED)
(REOUIRED)
FROM FLAW '
ONWASA'S
WATER MAIN 4!
FLOW J ELF 119-W uw-
North Carolina Plumbing Code Section 608 requires a gate valve, backflow prevention and a pressure reducing
valve on all connections with the Public Water Supply.
1. A gote valve, backflow device In the form of a Dual Check Valve far residential (Double Check Valve Assemblies for
commercial at a minimum), and a pressure reducing wive M= be installed directly behind the meter (see diagram
above).
2. An additional gate wive located near the house Is recommended, but not required.
3. All materials shall be pressure rated to one hundred —fifty (150 psi).
4. The water meter will be looked upon Installation. Please oxntoet the Onelow Water and Sewer Authority (ONWASA)
twenty—four (24) hours in advance to schedule the Inspection of the valves.
5. All valves UM be Installed prior to unlocking the meter.
Meter Placement Note:
Place the blue flag approximately thirty (30) feet from the center of the road Utility Right of Way for proper placement of
ONWASA's water meter. All efforts will be made to Install the meter where It is marked: however, ONWASA reserves the rlght
to place the motor In the most feasible location to all parties Involved. If the blue flag Is not placed in a feasible location. It
may result In a delay of Installation.
TURN LANE WITH SHuuw+"
S 9.5 B •3" 1 19.0 B SLOPE 1/4' PER
12' NCDOT TURN —LANE CF
Not to Scale
—_111-111-111=1VA1 CATCH BASIN III=111=1 1=III=
VA DEPTH VARIES
SECTION A —A
DOUBLE CONCRETE BLOCK FILTER
AROUND CATCH BASIN (Q=61
NOT TO SCALE
MAX
•HOTBOX' TYPE 1NSULAI0
ENCLOSURE (OUTSIDE INSTALL
A110N ONLY).
PVC ' GALV. OR DIP CAM OR DIP' PVC
UNDER CONC. UNDER CONC.
1" RPZ BACKFLOW PREVENTER
NOT TO SCALE
N0. DA7E
WE INSTALLATION)
INSTALLATION)
LOCK
C,.
\H
Qo,E. IC
EAI
148
'••..,,,n... l
SITE ADDRESS:
1476 BURGAW HWY
DOWER:
JUDSON POPE LLC
P.O. BOX 649
MOUNT OLIVE, NC 26365
919-658-6566
DEVELOPER:
E.J. POPE & SON, INC. j
P.O. BOX 649
MOUNT OUVE, NC 26365
919-658-6566
SECTION
NCDOT NOTES: III
1 - DEVELOPER TO COORDINATE WITH THE NCDOT (910-455-3777) j
PRIOR TO ANY CONSTRUCTION WITHIN NCDOT R/W.
2 - TURNING LANE TO BE CONSTRUCTED OF:
5" OF ASPHALT BASE COURSE(B 25,0);
3" OF ASPHALT INTERMEDIATE COURSE, TYPE 1 19.0 B;
2" ASPHALT SURFACE COURSE, TYPE S 9.5 B
neuxrw eons ,un Q•+^^ ^•^•••
CH
IC.
TYPICAL CURB INLET
NOT TO SCALE
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
DETAILS
FOR
HANDY MART
INDIVIDUAL TRACT ON HWY 53
INTERSECTION OF HWY 53 & MAPLEHURST RD.
PREPARED FOR
JUDSON POPE LLC (OWNER)
JACKSONMLLE TOWNSHIP, ONSLOW COUNTY, NC
PPARJOHN L. PIERCERE&EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MAY 3, 2013
SCALE: 1"= 30' F.B.824 , PG. 1+
JOB # 2010-11700 Email: (Larry) draftp40jpnc.com a
SHEET 8 OF 8
G:\Projects\BUNN BRANTLEY — HWY 53 & MAPLEHURST RD\dwg\Detalls.dwg 12/13/2013 8:43:00 AM EST
e

HWY. 171
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�r�'q (3 ��v a .t-� ��T+ ".�c x wit` � a z'". "av,�w,.,'�` _ _ r•' Drainage w
.� •�M a, zsiy rv5 ss3yyw �y ';t ���!j*�+,, r.4gy`�:fi J '�
Boundary
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ae.
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2 �
'== 5' BLA CHAIR LINK FENCF�ATH 12' WIDE GATE.
Drainage Area Po
` EP �(C
/ ` , FENCE TO RUN A LAND 3 SIp25 OF POND AND
♦ / 32.59 =3 . �r � :.. PAVd.¢IT k 6'„ AML ARE i � � �. . � a s• .. .. ♦ •al, R�$ �P QU
�o ,� / YL ' EP)TW 3a •° EP"3 00 ° q EP 33 °•1" , - , i A ONGCONNEC IDEROPERTY-QNFIUTIUZ ZING FENCE AS AT Both SDE.
Boundary �'_ <'� q�
TRW 33,0
'-, � �.-. N CAP .___•.-. 32.92 \ A/
N/F
JAMES VANDER
D.B.974 P.811
N. C. G. S. M ON. "TA YLOR"
N=365,304.8927
E=2,453,875.807 NAD 83
COMBINED FACTOR=
0.999915311
�N 6j712;,"
e
462 63 (GR/0 0j57)
- TC=33.59 � / •. 3311 °• . �• ` ��� ��/•
Z / TC=32.78 32.28 32.68 33.55 S TC= 2.88 N 401
in I --- ----------' '---- \_3t/ 33.28 - o�-tt 32.75 �� `'\ PROPOSED 6' HIGH WOOD OPAQUE FENCE
a; o / DS1 / onc. utter 3328 Use dark black nerete) 32.38
(se dark black concrete) N ( Y �I I \ `.\` WITH EVERGREEN SHRUBS (20 PER 100 LF)
y BETWEEN FENCE & PROPERTY LINE
N / 33.32 33.32 1 \ 280 LF OF FENCE & 56 SHRUBS REQUIRED
�" °2 w d •, ° < 8' THICK CONCRETE �. ?' \ \ �� PLACE FENCE 6' OFF OF PROPERTY LINE.
I..33.65 �. ` PAD AT DUMPSTER \ \\
�"^ / /e• i 4"PVC I / 41 PV AffA- 2 a' 7•-4" HIGH CIVIL DUMPSTER ENCLOSURE
r:, A WITH STEEL FRAMED DOORS
? :, r / , I 33.67 (TYP) 34.00
J\�(/.__ .__.__.__-- ____.__.-_ .__.-.__.__._ . 71. 33.67 14.33,.
ap---- / ` '--'--- TC=33.23 {}'• =33. 6° ROUND STEEL BOLLARDS WITH
J l 6"Clean I tt I \ COC CRETE FILL, TYPICAL
_ 6" Clean-
( Out Assy .� " Ca py Dram rank Line I Out Assy.
N.C.G.S.MON."HEMBY" }-----_LINE 9E LaBQ�_--_--- - rTs ---- --- _ I
N=365,871.9027 " t - 6' TIC-32
NAD 83
SIS
N 4jb036" N 366166.9092
P E 2455480.6126
3��5iGR1p 01
15"CMP
J
INV=28.87��
INV-28.86 / AONA D
IVE�
PROPOSED TURNING
ARROWS
PROPOSED SOLID STRIPING
■
STRIPING IN SHADED
AREAS TO BE REMOVED
�' �• _
PROPOSED MINI SKIP STRIPING
�f I • • /
�--CONCRETE DRIVE T --
-'--- __.. .80.0'
■
15"CMP • • • • �J - T-__�__-_.-"'-- •
ETE DRIVE - - - - ■
/ APPARENT
SEWER MH
MINI SKIP STRIPING - HALF OF BAY -' _- �_ �� ■
FOR PAVEMENT MARKINGS REFERENCE -- DRAWING
BAY 100.0.
(LEFT TURN LANE DEVELOPED FROM 2- NNE) 1205.05
USE THERMO PWAY TURN LA
PLASTIC PAINT R W \ EXIST DI
TOP=33.
\INV=3i�1:1
CONSTRUCTION NOTES,
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED
AT THE TIME OF CONSTRUCTION.
2. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
3. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES
SHALL MEET ONWASA SPECIFICATIONS.
4. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS
AND USE FILL AS REQUIRED.
5. THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE
DONE WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
6. SITE SUBGRADING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND
DISPOSAL ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT
BACKFILL MATERIALS.
7. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS.
B. SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
9. MAXIMUM BUILDING HEIGHT IS LESS THAN 3V
10. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS
SHALL BE MET.
11. ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO
ACCOMMODATE PROPOSED CONSTRUCTION.
12. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
13. DEVELOPER TO INSTALL STOP SIGNS AS SHOWN.
REF: DB:3627, P:824
14. HANDICAP PARKING SIGNS ARE TO BE ABOVE GROUND AND BE EITHER
R-7 OR 12-8 SIGN.
15. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE
DRAINAGE (AS SHOWN).
16. ALL CLEAN -OUTS TO BE IN VALVE BOXES IN PAVED AREAS.
17. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO
F.E.M.A. MAP 37034-4349J DATED NOVEMBER 3, 2005.
18. ALL EXTERIOR LIGHTS WILL BE LOCATED AND POSITIONED SO NOT TO
ADVERSELY AFFECT ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
19. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS
OF THE COMPLETION OF ANY PHASE OF GRADING.
20. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR
WILL BE REQUIRED FOR THE SERVICE INSTALLATION.
21. ELEVATIONS BASED ON NAVD 88.
22. UTILITY SERVICES MAY BE RELOCATED TO ACCOMMODATE SITE
CONDITIONS.
23. CONTRACTOR IS TO ESTABLISH GROUND COVER (SOD) AROUND POND
AREA AND IS TO ENSURE POND IS BUILT CORRECTLY AS PER PLANS.
24. ALL RADII SHOWN AT CURBING IS AT BACK OF CURBING.
Mom/
T /
'IC. SIGNAL
\ 33.32
TC=33.58
YL# Q
i
TC=33.68 -
=1N 28.9-
FES
MEOP-inv,-30.20 __ - - 33-
PROPOSED
3� r_SOLID STOP BAR
/ \ ,A
L •••••
as 18• •i
EIS V
/)
/
A� : GRAVEL DRIVE
� r
i
If
I
/
� %
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° e
33
8" THICK CONCRETE
a• PAD AT UST AREA'..*.
.'./ice-- j'T- •.-.-.. . n,.. �.
00 ( C031KUST:0`Q. 1.
vTC=33.90 B • A
_PRlkr.N WATERLINE PER WA
C 33-WDSIGN APPROXIMATE LOCATION -{
_ C=33.41 _ S 46'04'31" W 39 .36' 7C=
G/i64TO 321I 1 \ CTIEiD aTCFI
-' J DIRT DRI w-w-r-�w-w DIRE DRIVE`�
FES
<-J_---T� -_ �-`--I-------Inv.=30.:
CHAINUNK
S4 I� I I FENCE
Clean- I� ­-.7
It Assy. J k PIEDMONT
NATURAL START FENCE & BUFFER 18' FROM
TC=33.36 TC=33.05 GAS I PROPERTY CORNER TO ALLOW CLEAR
o •-•-.-j VIEW FOR ALL VEHICLES
\ / Te 6" PLASTIC GAS LINE PER
PIEDMONT NATURAL GAS
APPROXIMATE LOCATION
PROPOSED
q TC=33.59 / P 32.0' RADIUS
----------'-'-'------�------.--.............
- ISi N _ -an■■■
_-=,=•�yP ICN-REL06Ay._ CAL EXIST. DITCH
•r_w- w w-r-w-w- r- r
- 0 31.77
1A. - - - -PROPOSED 104.5'
33.8' ASPHALT `J r
N.C.
HWY 53 (BURGAW HWY) 100' }�w
I
IIt--
--r------1--DW--r----
10.58
-_ - r---------
T DIRT DRIVE
-
/n 115"CMP
NV=3 �15"CMPj��r V=30.47
L
13
�DITC�.-. _ I M����■ =32ITCFf-31- ■■ll��
-33 -- -�I g -32- �15"CMP
-34- INV= 1.4 \ - -34- --•
P s
INV=31.07 C r " I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
. . .... '., DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
'Q .• MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
O\ 4 •. HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
Al - AS CALCULATED IS 1:10,000+; WITNESS MY
TRACT DATA: ;,;13 _ ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL
THIS DAY OF 20_ .
NOTE: THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY:
TOTAL AREA = 109,368.04 S.F. (2.51 ACRES) •. F ••$• JOHN L. PIERCE,PLS, L-2596, ON APRIL 1, 2010.
DISTURBED AREA - 1.9 ACRES � y,-qL'• �T-'t;. •' 0 �� THIS MEDIA SHALL NOT BE CONSIDERED A CERTIFIED DOCUMENT.
ZONING - HIGHWAY BUSINESS (HB) K Nt'`t`�.,•` PROPOSED USE - CONVENIENCE STORE / RESTAURANT JOHN L PIERCE P.L.S. L-2596 ' .,,,;,,.•W
TOTAL REQUIRED SPACES r 17 \
PARKING SPACES PROVIDED = 26 (INCLUDES 2 HANDICAP SPACE) vi
SEWER = SEPTIC SYSTEM
WATER - ONWASA
ADDRESS: 1476 BURGAW HWY.
Permitting Set ONLY
NOT FOR
CONSTRUCTION
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
EIS - EXISTING IRON STAKE
SIS - SET IRON STAKE
EIP = EXISTING IRON PIPE
ECM - EXISITNG CONCRETE MONUMENT
CC = CONTROL CORNER
EPK = EXISTING PK NAIL
SPK - SET PK NAIL
END>= EXISTING NAIL
(BM)= BENCHMARK
CL = CENTERLINE
R/W w RIGHT OF WAY
EDP = EDGE OF PAVEMENT
EOG - EDGE OF GRAVEL
MBL - MINIMUM BUILDING LINE
BOC = BACK OF CURB
CO = CLEAN -OUT
WM w WATER METER
PP = POWER POLE
LP - LIGHT POLE
PPT w POWER POLE WITH TRANSFORMER
GW = GUY WIRE
CB - CATCH BASIN
DI = DROP INLET
JB - JUNCTION BOX
RCP - REINFORCED CONCRETE PIPE
INV - INVERT
FES w FLARED END SECTION (PIPE)
AC. - ACRE(S)
SF = SQUARE FEET
Ddwv= WATER VALVE
Ddov= GAS VALVE
FOC = FIBER OPTIC CABLE BOX
TUB = TRAFFIC LIGHT BOX
TB - TELEPHONE BOX
ITS - NOT TO SCALE
MW = MONITORING WELL
D&UE - DRAINAGE & UTILITY EASEMENT
DU&AE - DRAINAGE, UTILITY, & ACCESS EASEMENT
D.B., PG.= DEED BOOK, PAGE
M.B., PG.= MAP BOOK, PAGE
--E-- - OVERHEAD POWERUNE
-X-X- - FENCE
= FIRE HYDRANT
�pp - POWER POLE
jyL r YARD LIGHT
& - HANDICAP PARKING SPACE
® - STOP SIGN
WMI1111- w PROPOSED TRAFFIC FLOW
==> = EXISTING TRAFFIC FLOW
•SBCF w STEEL BOLLARD WITH CONCRETE FILL
�••w••�••�= DISTURBANCE LIMIT
-SF- - SILT FENCE
---------- DRAINAGE BREAK LINE
s .10 = PROPOSED SPOT ELEVATION
® r MATCH EDGE OF PAVEMENT
I� = TOP OF WALK
T® - TOP OF CURB
IeFmv=oa,00 w EDGE OF PAVEMENT/TOP OF WALK
/ III - TOP OF RETAINING WALL
ASPHALT DRIVE _. �_._._._._._._._._._._._._._._._._._._._._._._.-
--------- R/W
15"CMP
existing fuming lane into ,! `•
southwest high school
L-�
)DRASS DRIVL •\GRAVEL DRIVE// •\ASPHALT DRIVE
-•-•-.-.-•-•-•-•-i6■66RR6R6R6RRRH6■6■6■6■66F�.�•�
15"CMP 15"CMP --•-._•-,-
15"CMP
R/W
SITE ADDRESS:
1476 BURGAW HWY.
OWNER:
JUDSON POPE LLC
P.O. BOX 649
MOUNT OUVE, NC 28365
919-658-6566
DEVELOPER:
E.J. POPE & SON, INC.
P.O. BOX 649
MOUNT OLIVE, NC 28365
919-658-6566
REVISIONS:
6/23/13 Per Land Quality
8/13/13/Per JLP
1/7/14 Per OCHD
1/26/15 Per owner
2/28/15 Per Land Quality
4/6/15 Per Owner
Drainage Area Supplement
GRADING/DRAINAGE PLAN
FOR
HANDY MART
INDIVIDUAL TRACT ON HWY 53
CpAtj 1;3/46 INTERSECTION OF HWY 53 & OLD MAPLEHURST RD.
PREPARED FOR
JUDSON POPE LLC (OWNER)
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PPARBY
JOHN L. PIERCERE&EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MAY 3, 2013
SCALE: 1"= 30' F.B.824 , PG. 1+
JOB # 2010-11700 Email: (Larry) draft1040jlpnc.com
GRAPHIC SCALE ECEIVEF
0 18 30 MAY14D 2 2015
( IN FEET )
1 inch = 30 it. SHEET 2 OF 7
G:\Projects\BUNN BRANTLEY -HWY 53 & MAPLEHURST RD\dwg\BASE.dwg 6/27/2013 10:58:43 AM EDT
I

1
i
491
N/F
GALIL ISSIONARY BAPTIST CHURCH
D. 52 P.513 +203
TRA 2 zx
tam ��...,.
ES
Inv.=2
� 41
A JALL �DPER LINE
GTE
,. ;.
'aleee
.�9ne9t
9' 51 ccyes I \'7°.5
// / / /��' EI/J// N k. - R . NJlall°_• �. �h� / =WPOPE
.p
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108C4R2.51 A
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Jiqs.e • °s9
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�/ ,�6/� / 9; °-11 7RW-30.0 ReL II• TR , Leo
/Oj
L VV \9
6' SIDE N/F
I
,e7 \ \ THE COUNTY OF ONSLOW
- D.B.2633 P.744
EIS e= / M.B.33 P.37
9
N.C. G. S. M ON . * TA YL OR"
14-365,304.8927
E-2,453,875.807 NAD 83 N/F
COMBINED FACTOR- JAMES VANDER
0.999915311 D.B.974 P.811
N
6j y7 ?fie N. C.G.S.MON."HEMBY"
F N-365,7
\7� T 462 83 (GR/D E=2,455,224.224.02
NAD 83
O/Sj)
N 4T b03e, f
T`SIS
R/0 �lSr) N 3661
E 2455
/ _LINE OF
'° zu BLACK
DRIP
�I
T 37
/ II4
n 15+31 v
"CMP
lee
1 �}3, «
a 5 T VE
+"'.'°W^! ��• S °" �� ++sr,4 , "1NV 28.99
2
by �- 52.ee �'.•�'•4 m� Q
■
I
-� s
49e 8,
un°.
m• J)
l
15go �qe coNa DRIVE Te-x —+. _ + J ■
"CMP <'m•1
p° +�4 Js '3CONC. DRIVE {�i°71 ■
i/,uie ez APPARENT ■
•°° SEWER MH \
E E
R/W� �
IREF: D.B. 3627, PG. 824
�i TRW --30
14
i
Waslewe eMmlfS F.Idy
ROUND S OLLARD od
WITH CON C FILL 0 6'
TYPICAL,
8- THICK
/
CONCRETE
A7 TANKS
DUMPSTER
+3j34
1
TC=32.T,
PR
18-RCPP STORM �pPE_
APPARENT
TRAmge
GNAL
CONTROL
•I,j 419.2
7' \ uc\ \ u \
o s CRETE PAD yx la \
m m\
v \ / / rn zez \ Hz••Ten
/ v.
OSR a -STORE / 06\c—
FF=34.1 'fF = 34,11 �•-•�- 4
/ .32
I 3 \ V
\ � z94B
/ I •ob � ,
�°Te9z
IRE FLUSH IfI /
4 ° •a EF 1EJ4: P9,•I qrOPOSED
_ _ -' _ _ ,_t3• _ -- ti CDOT TYPE 1 \ ygCj
.- - - b-•- YU LARD RAILI�G
i2 5' a00. 2i0
CONCRETE APRON 3,10
}ite] ■ I I 1 I zo
- _ _ 1 I-2 ASPHALT o Y T = 43 1
'z -Asp -�Guer BIRDER -ASP %�] o ph -Gutter I
a ti 3t. 3 1 I
��_-.I__ M
J• Gu er N LINE OF CANOPY A LINE OF 6 WDE 1-K�CONCRETE APRON TYP L EP R AREA \�
3 __ __ V.. Ij}r _ -- �_ __ [/—_ e'- ABC/ 4' DRIP U�SI
EROBIC II \ rn boo
Z ASPHALT yl m •f 1� 2• B1;31ER I l-'
1:> a I o •• PR OSED { 112 1 t]z« II +
O I° "I xe `� GA PUMP M I --1 w 1 zT,'3•__ 1 9•
¢ 3 12.0' a t,�z.x9 o r' a EA z o 0 0 0 12.0' I? 1 o C .°° 1
4,11
_�. aOoItoo�I, •1U20 3400 I ' 0'
+ 6•CONCRETE :'•.i c tf _______ ___OCNOPY PAD o \
56.5• 168.0_- _I AIN57.5' v]o
30.5 - -. _ _ - _ 7 _r 6• CHNNUNKkJss,
. <-_3.61-_�. ______' _________7 FED( w
B ABC 33.^ 1� _ _ _ _ _ _ _ _ _ _ _ _ _. _ .. _ _ _ _ 178.0 ° 28 ASPHALT D a W rdB_ _ - +a it °�� fI q o••
1 1-2 ASPHALT �� 4♦ o I __-_ -___-_ PIEDMONT -al'1DER \ 6• ABC in ` _ _-___] NATURAL
-2 ASPHALT o ,� O S1 C___-=-__ �
ms 2• INOEa n P !� __ -� zpp
H-]zes P� 7 Z C- 1- X I.w
/IANE OF 6' WIDE, 6'
�S
(BUSINESS) '
Sl 2U� LMCAS-�7
NEW RIVEn t
J h0
VICINITY MAP — NOT TO SCALE
LEGEND:
EIS - EXISTING IRON STAKE
SIS - SET IRON STAKE
LIP - EXISTING IRON PIPE
ECM - EXISITNG CONCRETE MONUMENT
CC - CONTROL CORNER
EPK - EXISTING PK NAIL
SPK - SET PK NAIL
END- EXISTING NAIL
(BM)- BENCHMARK
q - CENTERLINE
R/W - RIGHT OF WAY
EDP - EDGE OF PAVEMENT
EOG - EDGE OF GRAVEL
MBL - MINIMUM BUILDING LINE
BOC — BACK OF CURB
CO CLEAN —OUT
WM — WATER METER
PP POWER POLE
LP - LIGHT POLE
PPT - POWER POLE WITH TRANSFORMER
GIN - GUY WIRE
CB - CATCH BASIN
_ DI A DROP INLET
JB — JUNCTION BOX
RCP - REINFORCED CONCRETE PIPE
INV -INVERT
FES - FLARED END SECTION (PIPE)
AC. - ACRE(S)
SF — SQUARE FEET
D4wv— WATER VALVE
D4Iv - IRRIGATION VALVE
FOG - FIBER OPTIC CABLE BOX
TUB - TRAFFIC LIGHT BOX
TB - TELEPHONE BOX
NTS - NOT TO SCALE
MW — MONITORING WELL
D&UE - DRAINAGE R UTILITY EASEMENT
DUBAE - DRAINAGE, UTILITY, do ACCESS EASEMENT
D.B., PG.- DEED BOOK, PAGE
M.B., PG.- MAP BOOK, PAGE
--E-- - OVERHEAD POWERLINE
X X— - FENCE
- FIRE HYDRANT
-a PP — POWER POLE
YL — YARD LIGHT
— HANDICAP PARKING SPACE
® - STOP SIGN
- PROPOSED TRAFFIC FLOW
� - EXISTING TRAFFIC FLOW
•SBCF - STEEL BOLLARD WITH CONCRETE FILL
• • -- DISTURBANCE LIMIT
—SF— - SILT FENCE
1 1l2' T B ME eR WITH 8FP J C CSTORE A _ — _ _ �• y n9twd 994
`�] 1 • TAP B METER WITH BFP I PRY ESTAURANT 2 i _ _ -- 10.3• APPROX. 8'PLASTC
Diax 1 • TA 8 METER WITH FPIPRV@IRRt&kTION DS — . Sx GAS LINE PER
/ PIEDMONT NATURAL 07
- - SIGN TC=33. PER ONWASA ATERIJNE T= 2, PP 300 TC=3 .W u' - E E — -GAS - - - - - . - ASPHALT DRIVE \9 - - - - - - H191,.?oe_ +�w4°L,°reLs-- .
LLuudd �- - - - R/W
51e GAS ........ ......•,.... \ ' APPXM
L 4 °] m \1y PER ONW
I,
ew 4 +JS21eti lI 411 1x _.
h• \
rn
z, EXI DI ,« / ,62
J>5e INV-30.66
E E / a
wE
1 y/ .71
,1 dt nI
taw
\ a
1x 4l • .0 31M
'-• / INV=31.07
zn m z]e - 88 LF Im N a 0M..•4 0E-
40
, 1e
eeo. T p{tl --�_� — yT 1 E .�• 18RCP SSTOP-F -a-z10 9zVC31'W 39� D --- 1•oea, � -_.9�/Jt'o0 wJn9Jz - 5"CMP
I ed }z. _
410 •ro+n
2]a
z. in SYE — +?9;]o95E OERVF
TDIR
.w
Sw9 ,� IOE 4403
1 mm FES / FES—Hd'Eo'S• —� � _ _ _ _ _ •u-�Jtie
nv�2/&/��1' 1- a- e`er a,,.
V1
' .
lur 1° \ tum yam Im•
N.C. HWY 53 (.BURGAW HWY) 100 R/W 33.8' ASPHALT Izo
In 1)] 14 123 115 IN J 44.4,E «t ....yy 4W e.... 4J4 — 4W ,]]9
- on. DIRT DRIVE „p .eu .—et .w 1•w - o W_ r .w � 3,40 •',]
„e I e4s9 =30.58 1>4 1WV=30.47 11e `Q\�+V11•DIRT DRI u1y� 1GRASS DRIVE \GRAVEL DRIVE A\SPHyALT DRIVE a«.
' ]319 33.4C IW — ' --,� _ z.36 1`•2oz �,��p7�, 05 �•2B.zs
g"CMP xs "�P 11 _� . — . — . .1'� el.. "'-f!1,'Id w��
r+su•s-3 l�37 3�°° I °I c� 1 32 °e119.: 1s"__-� Ldmel+-3 M 1m � 1 15 CMP • 5"CMP
34---- te.35 INV= 1. tee' —33 em ]� tee Ion ttw 1e°a 426
I —34 INV=29.65 �,;,�°„•
tea f \ / 15"CMP
E E c f �£ $ R/W
�•°n M TRACT DATA:
II
TOTAL AREA - 109,368.04 S.F. (2.51 ACRES)
' co 4 DISTURBED AREA - 166,318 S.F. (1.95 AC.)
U
Q ZONING - HIGHWAY BUSINESS (HB)
PROPOSED USE - CONVENIENCE STORE / RESTAURANT
TOTAL REQUIRED SPACES - 17
PARKING SPACES PROVIDED - 26 (INCLUDES 2 HANDICAP SPACE)
r{�1x d
� 2
11, mq
' 16Je.m
'J0 h�V GRAVEL DRIVE
1 qq
I I
I /
YN /•eY
x ],
.z
�:3 aro
54 _
SEWER - SEPTIC SYSTEM
WATER - ONWASA
ADDRESS: 1476 BURGAW HWY.
CA
Y 9rnc,
�' O�"••E>vGIHtiE�
.51A113
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 PRECISIM111111111p
AS CALCULATED IS 1:10,000+; WITNESS MY N N CAR 61••7
ORIGIN SIGNATURE, LICENSURE NUMBER A� O� ij�
THIS DAY OF QP�'FESS%'p'�9 �%
JOHN L ER .L.S. L-25' 415 IL
• L-2596
r v0 SUB\j • ♦♦
SE
��i'/N►Ilp\T�f� �.
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: (910) 325—OG60
License No.: C-2553
ANRM
stsa� GRADING DRAINAGE PLAN
FOR
HANDY MART
INDIVIDUAL TRACT ON HWY 53
INTERSECTION OF HWY 53 & MAPLEHURST RD.
1 PREPARED FOR
k�, JUDSON POPE, LLC. (OWNER)
C�_ JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
SITE ADDRESS: PREPARED BY
SIT SBURGAW HWY. JOHN L. PIERCE & ASSOCIATES, P.A.
1476 NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MAY 3, 2013
SCALE: 1"= 30' F.B.824 , PG. 1+
JOB # 2010-11700 Email: (Larry) draftp40j1pnc.com
GRAPHIC SCALE
no 120
OWNER:
JUDSON POPE LLC
P.O. BOX 649
MOUNT OLIVE, INC 28365
919-658-6566
DEVELOPER:
E.J. POPE h SON, INC.
P.O. BOX 649
MOUNT OLIVE, NC 28365
919-658-6566
( IN FM ) SHEET 2 OF 7
�/ 1 inch = 30 tt
fl/ G:\Projects\BUNN 13RANTLEY - HWY 53 h MAPLEHURST RD\dwg\BASE.dwg 5/9/2013 2:48:52 PM EDT

".�'- CL"B'
CONSTANT POND SURFACE AREA 6,283 S.F. 8 EL= 27.00
1.5' DESIGN SURFACE AREA = 8,217 S.F. 8 EL= 28.00
APPROX. TOTAL POND VOLUME = 19,108 CF
ACTUAL FOREBAY VOLUME = 3,648 CF (19.1% OF TOTAL VOLUME)
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
WITH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER -EXCAVATE" THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER
PERMANENT GROUNDCOVER IS ESTABLISHED, THE CONTRACTOR WALL BE REQUIRED TO
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
Embankment shall be constructed of uniform native material (free of
excess silt, rock or gravel, debris or vegetative matter) compacted to
95% of maximum dry density in accordance with ASTM D1557 (8"-12"
Lifts)
Emergency Spillway (Elev. per Site Plan)
Outlet Protection_/
(See Erosion/Sed.
Plan)
Antl-Seep
(See
=11=11=11=11a11=11=11 II�1� I.
N=11=11=11-II=11=II- II=II N-_
=11=11=11=r-11=1�=11 �1 1
=�i F=.
141 n=,.
NS
N=11=11=11=11=11=11=1r�1=11���n� II=N
a�ll„�IL��=insll„�I-11,71�„11'I „1=I �11-11=NI..
MOTE CONCERNING POND LINER
Pond liner shall be constructed of 12" compacted clay material
(hydraulic conductivity < 1X10-s cm/sec) either obtained on -site or
from offsite source. Contractor shall provide hydraulic conductivity
test results to assure material meets the above requirements.
Alternately, Contractor may provide an HOPE Liner with equivalent
effective hydraulic conductivity.
,L POND (ELEV. 27A
RARY POND (ELEV.
TORAGE
!8.30)
STORAGE
17.60)
Scale: 1" = 30'
SEEDBED PREPARATION NOTES,
1. SURFACE WATER CONTROL MEASURES TG 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 LINE 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.
ELEVATIONS
SCHEDULE
LOCATION
Al'
DESCRIPTION
MAIN POND BOTTOM
ELEVATION
17.50e
'A2'
FOREBAY BOTTOM
21,00m
'B'
PERMANENT POND
27.00
'C'
TEMP. STORAGE
28.00
'D'
10 YEAR STORM
28.30
'El.'
100 YEAR STORM
28.43
'F'
MIN. BERM ELEV
29.43
is INDLUDES REQ'D V SEDIMENT
STORAGE ZONE
Outlet Structure
(See Detail)
0
u ..
• _, Draw Down Orifice E e c
Assy. (See Detail) o `o c
c
Bottom Elev. "A-1"
12" Topsoil
2" Clay Liner
F1001.
1i=11-II
=1 n
Vegetated Shelf Plantings
(See Planting Scedule)
GENERAL SEEDING SCHEDULE
NOTE, ONLY AREAS ABOVE THE VEGETATED SHELF MAY BE SEEDED/MULCHED.
VEGETATED SHELF SHALL RECIEVE PLANTINGS AND/OR SOD PER THE
VEGETATED SHELF DETAIL.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED RED, 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
2('/. SUPERPHOSPHATE 600 POUNDS/ACRE
FERTILIZER00-10-10) 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
NOTE- OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPING LOVE GRASS SHALL NOT BE USED.
Vegetated Shelf
(See Planting
I
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12" Topsoil
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
o1 MAIN POND BOTTOM
(ELEV 17.50)
N
r
J -p
O
S 6
^=o
FOREBAY
BOTTOM
(ELEV
22,00)
LINE TABLE
LINE
LENGTH
BEARING
L1
71.79
S20'44'45'W
L2
69,06
N58'49'38'W
1_3
6.10
N86.10'51'E
L4
11.52
S43'55'29'E
L5
65.43
N41'21'37'E
L6
16.51
N58'49'38'W
L7
5.32
S23.52'32'E
LBI
49.11
S69'15'15'E
CURVE TABLE
CURVE
LENGTH
I RADIUS
Cl
5.26
3.00
C2
10.75
6,50
C3
11.37
6.50
C4
4.71
3.00
Pond Dimensions & Layout
Scale: 1" = 30'
VEGETATED SHELF PLANTING
NOTE:
SCHEDULE
1) Planting schedule applies ONLY
to the vegetated shelf and/or vegetated
filter (if applicable).
2) Prior to planting, Contractor shall
estabish correct and unitorm
grade and
spread 4" topsoil material over all
areas to be planted.
Contractor shall plant
the LOWER 5' of
Contractor shall plant the UPPER 5' of
vegetated shelf (i.e. BELOW normal pond) with
vegetated shelf (i.e. ABOVE normal pond) with
3 different varieties from
the below list.
3 different varieties from the below list.
Acceptable Shallow Water
Plant Varieties
Permitted Shallow Land Plant Varieties
Botanical Name
Common Name
Botanical Name
Common Name
Herbaceous Plants
Herbaceous Plants
Accrue subcordatum
Sweetflag
Asclepias incomoto
Swamp Milkweed
Allsma subcordatum
Water plantain
Corex tenero
Quill sedge
Hydrolea quodrivolvis
Waterpod
Chelone glabro
White Turtlehead
Iris virginica
Blue flag iris
Eupatoriodelphus dubius
Dwarf Joe Pye Weed
Juncus effusus var. pylael or
Eupatoriodelphus fistulosus
Joe Pye Weed
solutus
Soft rush
Eupatoriodelphus moculatus
Spotted trumpetweed
Ludwigia spp.
Primrose willow
Hibiscus coccineus
Scarlet rose mallow
Peltandra virginica
Arrow arum
Hibiscus loevis
Halberdleof rosemallow
Pontederia cordata
Pickerelweed
Kosteletzkya virginica
Seashore Mallow
Sagittaria latifollo
Duck Potato
Lobelia cordinalis
Cardinal flower
Sagittaria lancifolia
Bulltongue
Lobelia elongate
Longleaf lobelia
Soururus cemuus
Lizard's tail
Lobelia siphilitica
Great blue Lobelia
Schoenoplectus tobemoemontoni Soft stem bulrush
Rhynchosporo colorato
Starrush whitetop
Schoenoplectus americanus
Threesquare bulrush
Sacchorum boldwinii
Narrow plumegross
Schoenoplectus pungens
var.
Shrubs
pungens
Aronia arbutifolia
Red Chokeberry
Scirpus cyperinus
Woolgross
Cepholanthus occidentalis
Common Buttonbush
Zizaniopsis miliaceo
Giant cutgrass
Clethro olnifolia
Sweet pepperbush
Minimum planting density shall be 50 plants
Minimum planting density shall
be 50 plants
per 200 of. Therefore,
Contractor shall
per 200 of. Therefore, Contractor
shall
provide 49.F. total ('35 each variety) Shallow
provide 22Q total (2a each variety) Shallow
Water Plantings.
Land Plantings.
Extend liner to the higher
of the SHWT or 100 Year Elevation.
46.00AS.H.W.T. p
Elev. "E" p
3 (100 yr storm)
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Veg. Shelf
e or Swale
Undisturbed
Native
Material
n' 1=11n-I a u-I
evil ITa t i�l n=nil=if
12" Clay Liner
"Overexcovate Pond by 24" and
`Backfill with 12" compacted clay
material (see note) & 12" topsoil
7s.
NOTE VEGETATED SHELF PLANTINGS
Contractor SHALL include vegetated shelf plantings into his scope of
work. These plantings shall be installed immediately upon completion
of fine grading activities. Upon Installation of selected species,
contractor shall fill pond to normal pool QR shall be responsible for
periodic irrigation of plantings to ensure their survival. Engineer
10' Veq. Shelf
Seed and mulch and/or
Centipede Sod (See Genera
Planting Schedule)
"Shallow LaDj Vegetated Shelf Plantings Permanent Pond
(See Veg. Shelf Planting Schedule for 1 Elev. B
acceptable varieties and planting density)
er6"
"Shallow Water" Vegetated Shelf Plantings 3:1 Bottom Slope
(See Veg. Shelf Planting Schedule for /
acceptable varieties and planting density)
Vegetated Shelf - Typical Section
SITE ADDRESS:
1476 BURGAW HWY.
OWNER:
JUDSON POPE LLC
P.O. BOX 649
MOUNT OLIVE, NC 28365
919-658-6566
DEVELOPER:
E.J. POPE & SON, INC.
P.O. BOX 649
MOUNT OUVE, NC 28365
919-658-6566
STORMWATER POND DETAILS BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater III, PE
205-3 WARD ROAD, SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
License No.: C-2553
13go ro) f
NOT RELEASED FOR CONSTRUCTION
STORMWATER POND DETAILS
OF
HANDY MART - NC 53
PREPARED FOR
JUDSON POPE, LLC (OWNER)
RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC
BY
JOHN L. PIERCERE&EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MAY 9, 2013
SCALE: SHOWN F.B. N/A , PG. N/A
JOB # Email: Brian JOjlpn c. corn
PAGE _ OF _
1

"Spot" Weld Typ.
6"
d � °
"Spot" Weld Typ.
1-1/4" Steel '
Bar Stock
/1-1/2" Steel End Bar
1-1/2" x 1/4"
/Steel Bar 0 2"\
O.C.
° Q d
'Spot" Weld Typ. 6" Min.
< 1/4" Steel
° Plate
d a
1-1/2" Steel d
Angle Frame Carl ; ° C! Cont. Weld/
all Sides c / to CMP c
e M
v
c V m
d d
a
e 12" Min.
�d
o L 54" Min. _
°
Outlet
Structure dd ° Anti -Seep Collar
Wall a
No Scale
Grate & Frame / Trash Rack
No Scale
10' Vegetated Shelf
J
_
w 5-0" S uare 6" Min
'aI- Typ.. _
o - B-1 °
s
o 0
m o: L Grate & Frame
-- - -I ---�J7See Detail) a -
See
r l n 1 �{/t'----
• I
� I
I
Draw -down Orifice
Assy. (See
Dell I
C /L
Trash
Rock
Typ.
3 Sides I
(See
Excavate area around
Detail)
I
I � a
_ CMP _ _ _ ' --
Outlet Pipe
--
I `
orifice assembly as to I �1�1-1�— I No 5 Bar "U" Strap
provide unrestricted flow L-1---_---L---------I (Coat w/ Bitumastic)
B-1
TOP VIEW
1
n
Y
iE
I•
�•
n
9
—u
6" Min 5'-0" S acre
Typ..
Grate & Frame
Too Elev. "E2" p (See Detail)
Elev. "D" (10 yr storm.) p Cont. Grout
Trash Rock Precast Weir Seal
3 Sid
No 5 Bar "U" Strap
(Coat w/ Bitumastic)
(See Detail)
Elev. "C" (Storage Elev.) p Precast Hole
for Outlet Pipe i
Draw -down Orifice
-�
Assy. (See Detail) Precal Hole '
Elev. "B" Permanent Pond _ for On ice syj - -
Cont. Gr ut Seal}
1'-6..
12" Flour Concr to Bauas: 12 DAin
a - 6" Min. Anti -Float Block
.8" No. 5 Stone (4 CY Concrete)
Excavate area around orifice /
assembly as to provide
unrestricted flow (Hatch Area) Bose Slab 6'-4" Squm
SECTION A-1
CMP Outlet Pipe (Size per
Drainage Plan)
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.
ELEVATI❑NS
SCHEDULE
LOCATION
'Al'
DESCRIPTION
MAIN POND BOTTOM
ELEVATION
17.50m
'A2'
FOREBAY BOTTOM
21.000
.B.
PERMANENT POND
2700
'C'
TEMP. STORAGE
28.00
'D'
10 YEAR STORM
28.30
'El'
100 YEAR STORM
28.43
'F'
MIN. BERM ELEV
29.43
■ INDLUDES REQ'D 1' SEDIMENT
STORAGE ZONE
Anti -Seep Collor
(See Detail)
Ia
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
6" Clean -out Cap I 10 i
Storaciee Elevotion 7
Elev. C
m
U
v �
w a
I ti)
U
:o
Permanent Pond w
Elev.
6" Min.
6" Cap w/l---
1.0" Drilled Hole
Outlet
Structure
Wall
6" PVC
Tee
6" PVC
Cont. Grout
Draw Down Orifice Ass
No Scale
3ase Slab 6'-4" Sc;
SECTION B-1
6' Min.
Berm Top
o Too Elev. "E2"
V Elev. "D" (10 yr storm.)
o Elev. "C" (Storage Elev.)
l
1\
�hL
�10148
G' FNGIt1t0P
PP f p K
>1101 Flo
� /Ab//3
Baffle Wall 2
TREATED 2x6
/OUTSIDE CAP
TOP RAFR-F
ELEV=SEE X-SECTIONS GALV. j" THRU-BOLT
w/ MAXW. -02' D.C.
T/WASHER
ELEV-SEE X-SECTIONS
TREATED 4x6
INSIDE CAP
N
4' VINYL SHEETPILE
Baffle Wall Detail
No Scale
NOTE:
NO "TIE BACK" RODS OR
ANCHORS REQUIRED AS WALL
IS NOT SUBJECT TO SOIL
RESTRAINT STRUCTURAL
LOADING. SHEETPILES,
HOWEVER, SHALL BE
ADEQUATELY EMBEDDED INTO
NATIVE SOIL STRATA AS
REQUIRED TO RESIST
HYDRAULIC FORCES (MINIMAL)
1 36'
Baffle Wall 1
Baffle Wall Cross Sections
No Scale
SITE ADDRESS:
1476 BURGAW HWY.
OWNER:
JUDSON POPE LLC
P.O. BOX 649
MOUNT OLIVE, NC 28365
919-658-6566
DEVELOPER:
E.J. POPE & SON, INC.
P.O. BOX 649
MOUNT OLIVE, NO 28365
919-658-6566
STORMWATER POND DETAILS BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater III, PE
205-3 SWANSBORO, N.C. 28584
PHONE: [phone] - FAX: [phone]
License No.: C-2553
POOTMMIM(i Sao iR
O
NOT RELEASED FOR CNSTRUCTION
STORMWATER POND DETAILS
OF
HANDY MART — NC 53
PREPARED FOR
JUDSON POPE, LLC (OWNER)
RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC
PARBY
JOHN L. PIERCERE&EASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: MAY 9, 2013
SCALE: SHOWN F.B. N/A , PG. N/A
JOB # Email: Brian JOjlpn c. com
PAGE - OF _