SW8020502_Approved Plans_20160224

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17 COMMISSION
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a
rg ION OF V
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j
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'o GUM BRANCH ROAD
+01
N.C.S.R. 1470 (WESTERN BLVD. - 200' R (PUBLIC
)
.. } ) ovi
469.95' TO HENDERSON c 1315 W TO HENDERSOR
DRIVE (NCSR 1336) DRIVE (NCSR 1336)
S 3838'flT E 29�5.00' IDS EIS S 381woIr E 544.8T
357.33
St 20' DI T M8 4% PIGO SL• K-776 C3
2355
LOT 1 SHALL NOT HAVE ACCESS TO =
RODNEY E. MARTIN LOT 1 RAN ILSSTCY a ,� �£ WESTERN BOULEVARD. ACCESS TO
D.B. 1295, P. 70
WIFE EZEN DIVISION 1HIS LOT SHALL BE VIA DOLPHIN DRIVE. „
MB , ,PG 7.t?. SL K-776 C� LOT 1 c
FIRST IBIS=;BAK`c 'i1#ST � o 82.898 sq.ft.
•�DB t66 `PG 312 m 1.90 acres
pIto
DR. CHARLES LESEENE DIVISION H" I I^ ' I� 5 LOT 2 Iv
.c . sq•ft.
M.8.38 P.141 SLIDE K--367° w 2.26 acres
t.
> '® Vf
LOT 12 B �.
Cr O TIE' 01R0LINA I 335 N
mJ `` d' MB 45,- G3, S"i_ K1959 I��`'' '�-
�� - -� �.� z 4�
-. D.B.2259 �. I o� EXIST
Q f . ��i�, SL K-1523�'
5fl ACCESS N3E EIS
ESMT__ x
VICINITY MAP - NOT TO SCALE
'1 ` I, JOIN L PIERCE, MAL LAND SURVEYOR No 2596, CERTIFY To
ONE OR MORE OF THE FOLLOWING AS INDICATED:
yA L DOLPHIN DRIVE -- 50' R%W (PUBLIC) OONPHIN DRIVE (PRIVATE)
MB 40, PG 70, SL K776 ;S a A. THAT I MS PLAT IS OF A SURVEY THAT CREATES A SUBDIVISION
w OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT
S 38"I!!'S3" E 178 01' _ L_ 13 EIS L14 J HAS AN ORDINANCE THAT REGULATES PALM S OF LAND;
-----•. - -� 1
s�
EIS
as_ .....�....
25 J'� �T Q 8. THAT THIS PLAT IS OF A SURVEY THAT IS LOCATED IN SUN
3381 PORTION of A COUNTY OR MUNICIPALITY THAT IS UNREGULATED
,f 5 •. w 326 AS TO AN ORDINANCE THAT REGULATES PARCELS Of LAND;
O Y s C.
1 � L� ° 20� ANY ONE OF THE FOLLOWING.
1-THAT THIS PUT IS OF AN EXISTING PARCEL OR PARCELS OF
THREE STAR LAND AND DOES NOT CREATE A NEW STREET OR CHANGE AN
1� EXISTING STREET DEVELOPMENT CO. �'� LOT} ° cQi
D.B. 1024, P. 91 1 A,,' on 3IY E Cam; LL •- I f< : 2-'MAT TtIS PLAT is of AN EIdSTING BUILDING OR OTHER
LOT 2-A
STRUCTURE, OR NATURAL FEATURE, SUCH AS A WATERCOURSE; OR
COVERT, SHAM do EDWARO ` '_ +� :'� EIS 3-1HAT THIS PLAT IS OF A CONTROL SURVEY.
N fI= 08 2501 P 849 m Z } P m MB.43, P.153 LOT LOT 4
r DB 2155 P.566 106 056 sq.ft. •
PIER 7 LLC ,,. 5 ,949 ft. s, 2.43 awes •� `b
. , ,� D. THAT THIS PLAT IS OF A SURVEY OF ANOTHER CATEGORY,
LOT 12-C M.B.44 P.2©3 25' i.E.OdeU.E. 1 '` SUCH AS THE RECOMBINATION OF EXISTING PARCELS. A
1' ��
EIS in M.B.4$ P.2O7 pS P� F.lj, COURT -ORDERED SURVEY OR OTHER EXCEPTION TO THE
DEFIITI ON OF SUBDIVISION;
CONTROL CONTROL115 209 N o' ' , as THAT flIE I ORMATHON AV TO +E����nrrttrrrr
CORNER _...._.�.._ i n E. AILABLE TH#S i,
S 38'SS'25" E 616.8{3' E#S THAT t AM UNABLE TO MAKE A DETERMINA
--.�- MY PROFESSIONAL AGILITY AS TO DROVIS1
EXIST 20 D.ert1.E. 241.56 160.24' 165.61 49.39' ��, � � .,t (A) THROUGH (D) ABOVE.
LOT MB 4 % PG 96, TARPON TR (PRIVATE) s0' LE.Ddisu.E. ' a' '• = Z : 20 P�
SL K 1523
` JOIN L _ CE. PROFESSIONAL LAND SURVEYOR N0 2594 25
11-A 112 f EIS •f 1r p ' �[l j
N/F iE ADDITIONAL - _- - - -''I _' s' _-HAMMONDS- K
� CAE f'Rt)PIrRT#ES
VENTERS PROPERTIES LLC 45' LE.DdeU.E 200 M` 3 LINE BEARING LENGTH r LENGTH �'�ii�'
:F {� k' M.B. 2B P. �06
M.6.44 P.203 cmi• N os > �, 1 D.B. 950, P. 455 rrrrrr
rn ^ er �* „ i� L1 S74'24 3O" E 67.81 rr i n n t�i
` � • / L.2 N37'fl4'39" E 58.56
N 1os j LOT 10 3 LOT 11 »-
j a t L3 N43'30 0I"W 47.24
� 64.985 sq.fL �� . �.?
LOT PROPOSED 1.49 acx? ' 87.120 sq.ft. 50 I.E.D&U.E. >" � < �_ �. ' �C L4 N51'49'2fl E 37.59
11-B 6W I.E.D&U.E. r12 2.tO0 acres;
h L5 N51'44'37"E 1&00
aD, 113 m 110 12 LOT W L6 N51'46'19"E 55.06
N b trf .� 85.420 sq.ft. L7 S51'48'33"W 60.12
-t» -• o r` m, 1.96 acres
$ �rR, LS S38"58'S5"E 10.fl0
o 4, EIS S 38'18'23+ E 210.41' ' 1 N ` _4�� N f F L9 551'tOi �05"W 39.05
= M EIS of KENNITH P. WHICHARRp, JR. L1O S67.45 42 W 52.21
LOT PROPOSED N� D.B. 858, P. 13$ L11 No5'28'42"W 61.30
11-C tai C4 20 D&U O.>>d�F,. EIS L13 S38'I8'S7"E 85.59
♦ , 114 S38'5WOt"E 55.14
_24464 46.07' 285.79
as4f
x ;#:•
�.. � �
LOT][ % +�,,y��`'`�``" , ,
vv
i t -D . €' W a 5, s F. 122 --•., `4`i
r�
zr N 123 25•MBL
z fs LOT 9 25'Mat. ,2s LOT 7 ENiIIINSr ` . EIS
EIS ��.: 53,321 sq.ft. 123
1,22 acres ,.� LOT 8 M897 sq.ft. � c'� LOT 6 "� ;" 11a D.
$4,716 sq ft. 1.51 acres c3 1.*+t3
LOT a 1.49 acxss . � I- N �a 67.385 s ft. LOT 5
11-E �°► STORMWATER LOT
O W
EIS o a 12587 acres
1 N
EIS PROP. 20' DdeUE , ,,,,�,...---•� t i
'• I>tAMlE de ACCESS ESMT
J Ate QMT < �""' f- Q$
v LOT EIS 41 229- 6
W 211.21' ---- .�._.,... 4-
N 15 w
N/F
EA�O
'
D.B. P a
NIIINIIIIIIIIIIIIIIIIIIIIIIIIIiIl011111IIIliIli1118111111Clllillllllll
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a
Doc ID: 001129850001 Type: CRP
Recorded: 07/26/2006 at 09:30:28 AM
I, JOHN L PIERCE, CERTIFY THAT 1HIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
Fee Amt : $21.00 Page i of 1
Onslow County, NC
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
Mildred M Thomas Register of Deeds
FIEREON� THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
BK 5 1 PQ 9 2
AS CALCULATED IS 1 10.000+; THAT THIS PLAT
WAS
PREPARED IN ACCORDANCE WITH G.S.47-30 AS
AMENDED. WITNESS MY ORIGINAL SIGNA
�J
Sl d�
AI+IO SEAL THIS
_yap
DAY
DAY OF 20
JOHN L PIERCE P.L.S. L-2596
REGISTER OF DEEDS
NORTH CAROLINA. ONSLOW COUNTY
ov
y
1. BETTYM LL%L A NO Y PUBLIC OF THE COUNTY AND STATE
CERTI /
SEWER FLOW _ALL.00CAAMOM STATEMENT
�fiil A PROFESSIONAL LAND
SURVEYOR, ME _THIS,D;AY AND AC -
_ _
w► D q AL* SEAL. NN'MIS T. AY
LOTS WDTHIN THIS PROJECT ARE SUBJECT TO THE PROVN!RONS
OF
- 2O•�A
OF THE POLICY FOR ALLOCATION OF THE LIMITED SEWER FLOW
CAPACITY AVAILABLE UNDER E NMRONME14TAL MANAGEMENT
OR S
COMMISSION CONSENT ORDER WQ S05-O02, REQUEST FOR ALL-
�' � Nt�TAR
OCATION MUST BE SUB MITTE) AS EACH SITE IS DEVELOPED.
MY to�BN I� DECEMBER BER $8. 2ft
0
• �"j��
k
REFERENCE: M.B. 51 P.56, SUDE L-1393LIG
D.B. 1741. PG. 821oe
�i/�•. ...•••`••��►��``
3
M.B.48 P.207 SLIDE L-825
��iryc 1 1'1xII
` '
1 NI111
LEA
E IP = EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
o = SET IRON STAKE
CP = COMPUTED POINT
R/W = RIGHT-OF-WAY
D.B.= DEED BOOK
PG. = PAGE NUMBER
D.&U.E. - DRAINAGE & UTILITY EASEMENT
INGRESS. EGRESS, DRAINAGE de
UTIUTY EASEMENT
D.U.&A.E. = DRAINAGE, UTILITY do ACCESS EASEMENT
N/F = NOW OR FORMERLY
= 404 WETLANDS
r©5 = ADDRESS
437,E
.;E TABLE
CURVE
BRG
CHORD
DELTA
RADIUS
ARC
TANGENT
CI
hi1 13"W
20.41
48`11' 3'
25.00
21.03
11.18
C2
S1 '18" E
1 40.83
1 48.11'3r
50.00
42.06
22.36
TR&.`T DATA:
ZONE - 81 AND Old
TOTAL AREA - 22.02 ACRES
NUMBER OF LOTS - 12
LINEAR FEET OF STREETS - 1510
TYPICAL LOT DIMENSIONS-2001X200'
MINIMUM LOT SIZE - 5,000 S.F. (PER Oder ZONING)
WATER do SEWER - CITY OF JACKSONVILLE
N s � � � K-1523 AVERAGE LOT AREA - 1.84 ACRES
�+ TAX MAP 339. PARCEL 8.5 & 8.12
LOUIS W. SEWELL F
D.B. 1020, P. 136
D.B. 1175, P. 126 2
D.B. 575, P. 444 '��• .
r
Nv
THIS MAP IS BEING RECORDED
NOTES: ' 128.31� '
114.79 °S �
EIS
IN ORDER TO CORRECT A
DISTANCE ON LOT 4
�g
.'
.ERROR
1. BUILDING SETBACK LINES ARE ESTAeusHEa wI1HiN THE GUIDELINES
'
(M.B.51 P.5fi, SLIDE. L-1393)
OF THE CITY OF JACKSONVILLE ZONING ORDINANCE. DATED AUGUST
1$b+y9
2' 1972.
a
•y� REVISED FINAL PLAT
2. ALL STREETS ARE PUBLIC UNLESS DESIGNATED OTHERWISE.
bb'�`
SHOWING
3. CITY OF JACKSONVILLE NVILLE WATER AID SEWER TAP FEES, 1F APPUCAB E,
SCHILSKY OFFICE PARK
(FACILITIES CHARGES) MAY NOT HAVE BEEN PAID ON THESE LOTS BUT
EIS
MUST BE PAID. IF APPLICABLE, PRIOR TO THE ISSUANCE OF A BUILDING
PERMIT.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
#, � �,Ts ARE T�0 N'NE 20' DRAINAGE a UTILITY t1EiLFSS OTHER-
01MNERS f DEVELOPERs: JOHN
PREPARED BY
PIERCE ASSOCIATES, P. A
�. THIS PROPERTY 15 LOCATED IN ZONE mr ACCORDING TO FEMA MAP
37204378OD4 DATE NW A 2005
RMS, LLC & SCHILSKY
OFFICE PARK, L.L.C.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
IT IS NOT IN A 100-YEAR FLOOD PLAIN.
312 DOLPHIN LANE
PHONE:' 910-346-9800 DATE: JULY 26, 2006
SCALE: 1"- 100' F. B.736 PG. 1 +
6. THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN ON THIS
JACKSONVILLE, NC. 28546
910-347-4033
JOB # FILE NAME: SCHILSKY SUBDIVISION
PROFERTY.(EXCEPT AS SHOWN)
GPAPRW RrALF.
SPECIAL NOTE CONCERNING PRIVATE STREETS
THE DEVELOPER SUBINVIDER OR SUBSEQUENT BUYERS SHALL WAIVE ANY a AIMS FOR
DAMAGE RESULTINGFROM NORMAL USE BY PUBLIC SERVICE AND SAFETY AGENCIES,
WAIVES RIGHT TD REQUEST MUNICIPAL MAINTENANCE IN THE FUTURE. ACKNOWLEDGES
PUBLIC AGENCIES ROM TD DNS( M71N IE SERVICES UNLESS THE STREET OR DRIVE IS
MAINTAINED PROPERLY, AND SHALL ESTABLISH RESPONSIBILITY FOR CONTINUING
MAINTENANCE OF THE PRIVATE STREET OR DRIVE. THIS INFORMATION AND THE PRIVATE
NATURE OF 114E STREET OR DRIVE SHALL ALSO BE INCLUDED AS A COVENANT IN ALL
TRANSFERS OF LOTS IN THE DEVELOPMENT.
100 0 5o 100 200 400
( IN FEET )
I inch = 100 ft.

mv em
awm-mm--wo
45
LEGEND.-
THIA4A FILE E.I.S. = EXISTING IRON STAKE
TOPO N�T �041� S.I.S. = SET IRON STAKE
P.P, POWER POLE '
W.V. WATER VALVE
- - - - - - - - - - - - - - - - - - - - HANDICAP
H/C
X L/A LANDSCAPE AREA
C/L = CENTERLINE
L - INV. INVERT
1 , \ \ \ \ \ \ , � C.O. CLEAN -OUT
W.M. WATER METER
- - - - - - - - - - -
F.H. FIRE HYDRANT
M.N. = MANHOLE
IN, B.C. = BACK OF CURB
i } � / �_ _._..r _, ".� \ \ \ . + r r - - - - - - - - - - F.L. = FL13W LINE OF. CURB
Z_ J.D. = JUNCTION BOX
C.D. = CATCH BASIN
x A M.B.L. = MINIMUM BUILDING LINE
I / "" _ "' -�. `` �"\ \ '`. �`' `'' .. .- `- , f / % * % \ \ \ \ \ DA U.E. = DRAINAGE & UTILITY EASEMENT
T.B. = TELEPHONE BOX To
fee"
S.L. - EXISTING SECURITY LIGHT
Ah
Aft G.W. a GUY WIRE
PC/PT POINT OF CURVATUkE/POINT OF TANGENCY
zr/ 1-1`` _1 E-wTc-r SPAT Cl CAIATTMN
x 490.L
= PROPOSED GRADE
x I
E- = OVERHEAD ELECTRICAL LINE
= rmuru,3
} \ \ -\ `, -. -. "' -- `'' �. '.- \ \ \ \ \ \ ©.p PROPOSED CONC. SURFACE
-SF-= SILT FENCE
.......... a CHECK DAM
z ` \ \ \ ,� _ ---_._ -. _ _ \ ` i --.� Nx
=mom GRADING LIMITS
F
43s r I 41� 4- ', .._ 1-,�. -}-tea \ \ \ \ 1 I I \ \ 1
PIPE "H"
(FUTURE)
L SF -ar
777 S38*58'2
.1
FA
PIPE "AIN
-A"
S_
TC - 47.87
INV IN - 41.50
INV OUT - 41.(
TEMP. CONSTR-/�
ENTRANCE
LLI
to
to
^1
p
uj
z
4
4.1TC 44
\ \\ \ J E
38
.
............
-DaLPHIN DRIVE 5 0 RI
ot S-7 0
M
. ­ r.. - a 0 TC - 46.39
:ENTRANCE + ow dk
.A c*4 ul 0- INV 30 - 39-72 4 .1 to CL
INV (15-) - 41.90 (L
144PH VALLEY =679 Z k. . , 't I I I
P97rA -
SW _l0E*4K SiWALKi ID AL M1 \\ 1 \Ak
120.10J } ! c
C47.08
z
7T, C 7.97 '1
S-4 4 0 60 /ol\ t
"44
TC - 47.87 47.701 .75 - CL Loo-3 Nl-
0-
INV O 40.85 U. 06-- T C 67g
+ S-6
- 4.v
TOP 45.71) Y;T I I I I/
INV 43.24 1 . 4 dk dk --mb-
f1J7^-47.56, <16- INV 42.39
m le Ah a
S_
TOP
IV 38.05
36" F.E.S.
sa 1� dk
INV
47.5,0
T C, 4: 7:4 81
5'SIDEWALK ell
T/C 47.881 5-SIDEVALK
L 4V
w
\
i]
{ 7j ' w
IT/C 47. ial
S-3
TOP 46.36
INV 4A36
IJ e
4:e
Z-1
u AL
IN,
AL
U)
_e
'51
s U)
A�
10 V"
VICINITY MAP - NOT TO SCALE
AT/C 47.881
1878 1\
4 '>lUtWALr\--. 4710 ------
S-5
*URBED AREA 3.2 AC
"IN -INV
TOP 46.07 � •� 1 \ r' r i DIS
C 4 .35
SW S38*58*25"E
S3815 W'�5ta \
-4 -n- 2 15-. -0 0 Qpre 20.2 cfs
215.50
Vpre 4.2 fps
0 vmm� w Qpost = 57.4 cfs
vpost = 12.0 fps
&A
4 it .FIJI a At
OWNER/DEVELOPER.
DRS. RANDY M & SLIEZEN R SCHILSKY
a \. �. -�. � i r \ \ ♦ 445-A wESTERN BLVD.
'A JACKSONVILLE, NC
910-347-4033
TAX MAP 339 PARCEL 8.2
A ok h
L4
1 -�.. � � \ r r r t
.o
0
f jr)l le !R"
CONSTRUCTION NOTES STORM DRAINAGE- DATA Mr
1. WATER LOCATION INFORMATION PROVIDED BY CITY OF JACKSONVILLE. EROSION/SEDI ENTATION CONTROL GRADING PLAN
UTILITY & STORMWATER PLAN
LOCATION 12F EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE TIME USING RATIONAL FORMULA MERE:
OF CONSTRUCTION. C = 0.85 - PREPARED FOR
2. CONTRACTOR TO MAINTAIN REQUIRED HORIZONTAL SEPARATION BETWEEN 110 7.0 in/hr
WATER AND SEWER SERVICES, 0
3. WATER AND SEWER SERVICES PROVIDED BY THE CONTRACTOR. 125 8.0 In ya SCHILSKY CHIROPRACTIC C E N TER
4. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE AREA (AC) Q10 Q25 DIA GRADE LENGTHfr
WITH N.C,D.N.R. STANDARDS AND SPECIFICATIONS, (feet JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
eff QN OFF TQTA CQW Cc-W (20
5, SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY. EXIST 1.95 -0- 1.95 -11.6 EX EX EX
PREPARED BY,
6. MAXIMUM BUILDING HEIGHT IS LESS THAN 50' A 1.78 -0- 3.73 22.2 24 1.00 160 6" F.E.S.
7. AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET. 0 JOHN, L. -&-ASSOCIATESS P-Ao_'
8. ALL POWER POLES, LIGHT POLES, ETC, ARE TO BE RELOCATED TO ACCOMMODATE B 0.13 -0- 3.86 23.0 30 0.50 30 INV - 3 PIERCE
11) 1 An 111) 1-N
9.
PROPOSED CONSTRUCTION,
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION,
(;
D
I 0.46
0.13
-u-
-0-
0.46
4.45
4.1
26.5
30
0.50
226
10,
DEVELOPER TO INSTALL STOP SIGNS AS SHOWN,
E
0.27
-0-
0.27
1.6
12
1.00
168
11,
HANDICAP PARKING SIGN(S) IS TO BE ABOVE GROUND AND BE EITHER R-7 OR
F
0.36
-0-
0.63
3.7
15
1.00
49
12.
12-8 SIGN.
NO NATURAL GAS ON SITE,
G
0.12
-0-
5.20
30.9
36
0.50
30
13,
ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN),
H
1.07
-0-
1.07
6.4
14.
THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A. MAP 370340 0180C.
(
0.12
-0-
6.39
38.0
36
0.50
210
EFFECTIVE DATE FEB. 15, 1985 AND IS NOT IN OR CONTAIN AN AREA OF ENVIRONMENTAL CONCERN.
1
1.25
-0-
7.64
45.5
36
0.50
94
15,
ALL EXTERIOR LIGHTS WILL BE LOCATED AND POSITIONED SO NOT TO ADVERSELY AFFECT
K
1.02
-0-
1.02
6.07
ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
L
0.21
-0-
8.87
52.8
36
1.00
2e
16.
THERE ARE NO STRUCTURES WITHIN 50' OF THIS PROPERTY EXCEPT AS SHOWN,
M
037
-0-
9.64 57.4
36
2.00
4e*
INCLUDING t'LAKLU END SECTIONS)
CMP (PART OF OUTLET STRUCTURE)
NO
ALPIPE BENEATH PAVED PARKING AREAS SHALL BE RCP. ALL OTHER
MAY BE RCP, CMP OR 2-WALL HDPE (SMOOTH INTERIOR WALL).
STORM STRUCTURE
NUM BE
SCHEDULE
LYRE
S-1
JUNCTION BOX (FUTURE)
S"2
CURB INLET
S-3
DROP INLET
S-4
CURB INLET
S-5
DROP INLET
S-6
DROP INLET
S-7
CURB INLET
S-8
CURB INLET
S-9
CURB INLET
S-10
JUNCTION BOX
S-11
OUTLET STRUCTURE
IN, AL_ I - - - e- - - 1-/ \ 409 JOHNSON BLVD. JACKtiUNVILLt, Nl�, 0 'f I
o o
0 00 00" Sy -GL-
11111F� a '.Z a a PHONE: [phone] DATE: APRIL 26, 2002
R P
A
SCALE: 1" 30' F.B. 394, P. 6+
A a dN38"58'25""W JOB #216564
125.49'
GRAPHIC SCALE
SPECIAL NOTE:
IN FEET
TOPOGRAPHIC INFORMATION SHOWN HEREON WAS COMPILED FROM AERIAL PHOTO METHODS 1 inch = 30 ft
AND NOT FROM AN ACTUAL SURVEY. TOPOGRAPHIC INFORMATION FOR WESTERN BLVD. R/W•
BY ACTUAL SURVEY BY JOHN L. PIERCE & ASSOCIATES. REVISIONS SHEET 1 OF 2
) I
REF: M.B. 1, P. 163-A
D.B. 1446 P 125
M.B. 37. P. 239, SL. K-227

sc •s1• �a
,$ L'99 dffi"t
uLyR11MO1dT RESWrANt(�� rwata
FAlRIC OR EQLMVALJaIT 8l<tXNtEb TO Vft
IM i 1Z s OW dt rW Naga 109 MIOO = OM ,� cLms OltNMlE AT e• Drr EXIS TiNG ROAD
01OWS ON NVAL POM OR FASIOMEQ
.� TO CEDAR OR WOOD P091 I M Ma S STAPLES.
SWRAWT WHEN MAxNiRJM ltOltAdNT S10MMAO�C t.LWEL #IIJdOtit
OR AS o stir c MA iMspEcroit.
PEfAMJmw POOL
R/W _R/W
10
`aQ s •— _ _ — -- '" "` —.. \ i *POST TO BE SPACED A MAXIMUM LE MIN.
C3 LENGTH
OF 8'.
N18'28'24"E l `
--� \ \ i .�.. ENTRANTRCii((NV
PROFILE
CURVE LENGTH RADIUS Ah�cP "0 — _ _ . -- — -- t i MN
_ r
C1 1ao4 5.00
SH ,�•5'` ce 7.85 5.00 Sgl�, + �-- ._ _ _. ____ _ ._ . _ _-. \ ` — PLAN 'VIEW
7.95
C4 11.32 20.00 r
s� c5 11.32 20.0o
1. Stan* ske - Ua MSNA sire Na 2 2-1 tot or AASH70
£ f 1 an At43, size No. 2 { 2-1/r t�i/Y} use
PERM. PM AREA * 18,9% SF aATuiW. aR,ubt aw�1b stag
FpREBAY AREA * 3,884 SF / --\ �^ ` i CARRY APPROJOI�M1�il.Y 1Y ar FAstpc st1O T 1, 2. Ungth - As effscS^ but not tea than 5o feet.
\ `� \ 00M WIiH SOIL AM TAMP SAO nL & ihldaless •- Not lei than six (S) inches.
CARRY O" OF WK NATO 7RE1 M 4: 1 ar Min�xn of 12:width - Not ton than full width f all po&hi+r of
` r ° 5. iMoshhq — WW t n+n+say, wheNe shill be leaned to
/ / _�. , ` ,� remove sedinMsrt.prior to entrance onto public right -of-
/ r' �-.. o �. +way Mlhw+ +�htnSl ie required. it shag be dons an an
p -.. --_.- `\ MErA�,;ksaAR pt +►` ' TREAttO W000 Pas1S AT Ir am etobgherd with crushed etane which drains Into an
PERMANENT E NT FOOL DIMENSIONS .... _ _ _ OFECi!l1ER MMIUA CEDAR Allis WODD POS1S SMD�o upp ed seftent trap or sediment both, All sedi rent
-�
• ri — ,{ 1 / ~� "'. ,� , ME x DEEP MMNJIL d prevented fronentering t an storm drain, ditch.
or watercourse SCALE. 1 — 40 1 / / ERM NEN (ELEV 37.00 " - - -. _ -•� \, \ or other approved methods. • ,board.
tie Maintenance - The entrance *A be condition which will prevent troddnq flowing o f a
/ / \ •,,� � \ �` ; sediment onto public riobo-of-way. This may re"Ire
periodic top dressing with additional stone as conditions
SILT FENCE
NOT TO SCALE
demand and repair and/or Cleanout of any measures used to
trap sediment. Ail sediment, spilled, dropped. washed or
\ \ i tracked onto public rights —of --way must be removed
L -- --
�., \ 1 Immediately.
t sr�►euzE CONS
\ STORMWATER POND t�'' 1 TRUCTION ENTRANCE
\- i
� F�� -• 4 � g^� ...-- .--- � �, NOT ?0 SCALE
BOTTOM E V 31. 1 00 `
\ _ 31
\
\ / / \ o �. I j SEEDBED PREPARATION NOTES
� F IEBAY / l
cY Q 1, SURFACE WATER 'CONTROL MEASURES TO BE INSTALLED ACCORDING \ / LLED TO PLAN.
P \ a AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
PERMANENT POOL ELEV 37.00
/ % % / / , TOPSOIL 3'_ DEEP, TOTAL SEEDBED' PREPARATION DEPTH SHALL BE 4-6' DEEP,
DEEP,
® 3' / Ot / 3. LOOSE ROCKS ROOTS AND OTHER OBSTRUCTIONS SH
ALL ALL BE REMOVED FROM THE
D�
\ / i SURFACE SO THAT THEY WILL NOT 'INTERFERE WITH THE ESTABLISHMENT AND
\ %
.. �. ! MA / INTENANCE OF VEGETATION, SURFACE FOR FINAL SEEDBED .:PREPARATION,
l
/ AT FINISH GRA
DES SHOWN, SMALL BE REASONABLY SMOOTH AND UNIFORM.
SIN4, IF NO SOIL TEST % IS OAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
loe SPECIFICATIONS ABOVE, IN ADDITION, 'PROVIDE 15 LBS/1000 S.F. OF SUPER
(1r j / PHOSPHATE.
S. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
oo,/ / / // / i
REPORT,
6, LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
UTL T
TR TU R.E
/
-SEEDING SCHEDULE
NOTET ONLY AREAS ABOVE PERMANENT POOL SHALL BE SEEDED, VEGETATIVE
..-0 / / / 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
i WHERE SLOPES EXCEED 4%.
/ / �, / i �,. MATERIAL APPLICATION RATE
% LIME 2 TONS/ACRE
20X SUPERPHOSPHATE 600 POUNDS/ACRE
/ / / / / �° •,,, i "' __ FERTILIZER(10-10-10) 1000 POUNDS/ACRE
FESCUE, KY-31 50 POUNDS/ACRE
CONSTRUCTION SEQUENCE / / , / / / / / BERMUDA (HULLED) 10 POUNDS/ACRE
I. OBTAIN PLAN APPROVAL,
2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE, j JANFESC MARCH 50 POUNDS/ACRE
3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES SHOWN. BERMUDA (UNHtB.LED) 20 POUNDS/ACRE
4. CONSTRUCT STORMWATER POND AND OUTLET, INSTALL SWALES,
RYE (GRAIi�h 25 POUNDS/ACRE
5, BEGIN STRIPPING SITE & EARTHWORK,
6. MAINTAIN STRUCTURES DURING CONSTRUCTION (AFTER EVERY RAIN EVENT SEPTEMBER NOVEMBER
OR AT WEEKLY INTERVALS)
FESCUE, KY-M S0 POUNDS/ACRE
7, STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. ...
8, REMOVE. TEMPORARY MEASURES,
TREATMENT POND PLAN MULCH 2 TONS/ACRE
9. DEVELOPER TO MAINTAIN ALL PERMANENT EROSION CONTROL DEVICES
AFTERECONSTRRATED UCTIONNHAS BEEN COMPLETED IN ORDER TO PREVENT SCALE: �• = 2�' ASPHALT TACK 300 GALLONS/ACRE'
NOTE+ OWNER MAY VARY SEEDING TO CORM TO LANDSCAPING REQUIREMENTS,
HOWEVER, WEEPIt+Ki LOVE GRASS SHALL NOT BE USED,
PLANTING SCHEDULE
NOTCH RISER AT ELEV= 38.29 PLANTM SCHEDULE APPLIES ONLY TO VEGETATED .SHELF,
RISER W ISE l ENCLOSED BOTTOM 10 WIDE VEGETATIVE SHELF SPREAD 4 TOPSDIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
TRASH RACK WITH FILL TO INVERT W/ 20 CF CONC ANTI —SEEP t�oI�LAR PRI R� T � ANTI ANT ANY T ( T 0 O L MiG, PLANT TWO 2) OF HE FOLLOWING SPECIES WITHIN
PERIMETER OF POND C6t1 SLOPE) #4 REBAR C4`O.C.E.W.) (SEE DETAIL) THE LIMITS OF THE DESIGNATED VEGETATED SHELF' AT A DENSITY NOT
(SEE PLANTING SCHEDULE)
IL ONE PLANTING PER SQUARE YARD+ LESS THAN
ONE 39.93 Cemer . s lt(wa) 100 r story
CW�..i>f:1W
---- --- ----- �- Pettandra vh,,CW* Arrow Arun
' ELEV. 3 . r torts,) z �.. —_ = { t _ Sa Itairia tatifocia ArrowiheadlD Potato
i �, 1�1 1� �II1 III II ��� 111I i �e i 9 66 C10 s
EL=37,00 w _ .� ...._ �. ..._ �.. ....... Andr oonsedgt opogorm vtrmkus Br
} ELEV. 38,29 (1"'DESIGN ELEV.) i' --� — --•- ---� -,- Andropogen Ctoneratus Bushy Bearai9r*Ss
EL=35,33 Typha spp. CattaR
-- —`-j INV. 37.00 36' CMP Cer4tophyttun Dd ersuam CoontaLt
. ,. r_, — _ Scirpus pcmgens Cormmon Three Square
-- ELEV. 37,00 PERMANENT ON
Lemma spp. Duckweed
j j j j j j j --•— -
-{ MP; t i �` �• t r— 4 $ .— `' Saururus cterr"A Lizard Tad
j j j j j ( r`r Hibiscus moscheutos Marsh i Wstus
I !-� -1 11= l I ( l 11— IE, � �" Pontederia cordata Pickeretweed
FOREBAY --I 11-1 I 1 Ii
�"I 1-1 I PotaMoget�, ,I�tu� Pond wed
=1 I ICI I ICI I I-�' AREA , ` _ 0 1,0' SEPARATION - carex sp yzo es So` 1 :
_ 1 I i_.-1 1�=1 I ICI I ICI
Sctrpus vatldus Soft Stem BAtr•ush
--1 I I�1 I ICI 1 I 111-11 I-111�1 1 1—I I I�i 11.=' ' —
_.._. — ANTI -FLOAT BLOCK Porygonnum spp. smart>ir:ed
Coo CU. FT. CONCRETE)
Juncus effesus Soft RUS%
—, Nuphar tuteun Spatterabt�c
Panicum vergatum SwIttchQramcs
��PVc PIPE � A r sweet
-- --- WfCAP — 2' co us catamus See nag
=1 11-1 { L —1 I hI I I`I ICI I I----1 I ICI I I I I ICI I I -.-- -- Etodea camaden Wateem"d
L.._,__I I �.�I I �..�, I I I
-" "`— "' 1 1 HOLE DRILLED ° PLATE Vatisnel^la: americv* Wild Cot"
F--1 _ = I_
_ _..._ --� �-� I I I ICI I I III III �
_ IN CAPPED END Zlzania aquatka Wild Riot
I..-.-� �-
i I 1# I 1 I 1 III 1 :rill III =1 11=111=111-- CW/HARDWARE
-1 I I =I 11=1 I I 11=111=111= I i I l l 1=i 1 I..=1 I I -W:1 I I:. l I I— �- �
i` I l 11�111 i I CLo H SCREEN)
�,111; ;, 11I ICI I, 111�1 11=1 11; ; I I I= I I I=1 I I1 I Imo..
z 18'
'--I (-1 I ►� -- = I L 111, I'
STORMWATER 'POND & EROS ON/SEDIMENTATION DETAILS
BOTTOM EL=31.00 BOTTOM EL=31.00
PREPARED FOR
SCHIL'KY CHIROPRACTIC CENTER
. r..... JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
AI T _ AR TAIL PREPAY By
NSA SURFACE AREA = p SEEP CULL DE
CONSTANT POND SU CE E 1$,896 S.F. @ EL-37,00 TREATMENT POND SECTION OHN L.. PIERCE AS CIA P.A.
1' DESIGN SURFACE AREA = 21,572 S.F. @ EL=38.29 My TO SCALE
409 JOHNSON BLVD.JACKSON\ALLE NC 28540
APPROX. TOTAL POND VOLUME = 12,924 CF NOT TO SCALE
ACTUAL FOREBAY VOLUME = 15,927 CF (24.7`% CIF TOTAL VOLUME) PI~!OI'tiIE: 910-346- 9$00 DATE: APRIL 29, 2002
SCALE: AS SHOWN F.B. PO.
JOB # FILE NAME: PONDdet
U LIM. T F
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VICINITY MAP - NOT TO SCALE
CURVE
TABLE
CURVE
CHORD BRG
CHORD
DELTA
RADIUS
ARC
TANGENT
Cl _
N52*06'32*E
7.52 _
ZV219"
200.00
7.52
3.76
C2
N,360_35'�Q"W
16.62
C45'49"
200.00
: 16.63
- 5.32
C3
S36-35'�Q-E
16.62
C45-49-
200.00
16.63
8.32,
C4 _
__ N`14$53'1�*W I
W_ 20.41
- 48*1 1 '23"
25.00
21.03
ima
I C5
� Sl 4*53'la"E
I 45.53
I __ 48*1 11,32"
50.00
42-06
I
22.36
.­ ____ ______
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1. AC7UAL PROPERTY UK RI I i . I 'u___ - . 1. - t.­ ­- - - ,�, o. _ -'-,.* " . #,, ,
No". � - I
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2. SETBACKS: w I '. __ I
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& AM EASEMENTS AM 2V DRAINAGE AM UTILITY UNLESS OlHERWlSE RODNEY E. MARTIN I 11 I", - . -1 ,*.ft- owwwomm- - --- ; I I I f I I I ­., 1, 9 1. --- I ­, '... ., 1''.. I ­.. . ­- � -1., . 0 1 . - - I . " , ... it , 11 " I
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4. LOT DIMENSIONS AM SCALED. i .. . I ,.,� ­'. , � , -_ 1­ ,­ .1', ,I ,1� , I , ... ''I 11 I I I �11 1. � I 11 �. I
I . , ., -- -_ 0 , . , � , ' 1� ' .111, ,., i � � " � " I
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7. GRADING TO BE LIM170 TO RIGHT Of WAY& CLEAR11414 OLL BE AN I � I., 11 I I TOP= 46.31 " TOP=46-36 � I is � - � I I .- -,_ � � ,l .1 , ­1 I _. I L � ", �� 4 ''. , % " % .� ,,I � I I � 11 � '� ; .. �
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ADDITIONAL 10 FOOT W07H ON EACH SIDE OF RIGHT OF WAY. LOTS ARE TO . I i, ! , I I ,_ - * A I- I 11 I I I � � " , , 4 I � ,I t� I I i I
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SO ALL RIGHT OF WAY INTERSECTIONS TO 14AVE 20' RADIUS AND PAVEMENT- - ­­­O­­­­o ­g­OOO­­O �gg000gOOO - -.. - . 2. ��� ..:�:l I I ­ , "I / -- i I 'OlM000goO I . � -, !,�, 1� If ,
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IN7ERSEC7S TO HAVE 30' RADIUS 10. I C 9AVEY PROVIDED BY 11 I 1-1 11 � 11 I 0, t, ! ; I
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SIDEWAIX PER N.C.O.O.T. AND CITY OF JAOMONVILLE'S SPECIFICATI I DOLPHIN D .­.. - I I I . ­_ - I LOT 4 11 ' I 0 4 � , � I ,'.N, Aa .1, I I , ; 00
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12. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIMS AT SIRMI i I I ,!ro , , - ., w
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ImiumCIMS ACCORDING TO CITY STANDARDS. Ow� ..M.O..." � � � ...... 6- - .m..0m -0.0.000 � - ..m...... ".W.~ .0"..."m Ooft I � .....� .. ......... ......... __ ­ of %,r wil *6 146.3W 1 2.43' a Crialu I t, 0 � - I , , I , " , 1'� I : 11 f 0 , . � . " "y .11�. � �
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13. INS STE IS NOT WITHIN A 100 YEAR FLOW ZONE PER FEMA MAP ftlal:Z05P. 11 � ,,'+'- � T­ -d- I li 11A , jq7A.WF I I I I I ! � I, 1 " . 0 - . 0 . - fwll� � ,
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14. IT IS 7HE CONTRACTOR'S RESPONSIBILITY TO VERIFY SM CONDITIONS �! Q a , � I I I I I I I 11
PRIOR TO CONSTRU`CTION & CONTRACTOR'S NSMILITY TO COMPLY VAIN
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THE CITY OF JACKSONVNWS COMPACTION STANDARDS FOR ALL STREET
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15. SITE CONTRACTOR TO SPREAD SPOL FROM ALL 011 AND SWALES
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AND 70 STAMM SlOE SLOPES PER THE CITY OF JACKSONVILLE'S EROSION
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RECONSTRUCT If. Uaps New Sir , lAx il :
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19. CONTRACTOR IS TO CONTACT 7HE CITY OF JACKMNVILLES PUBLIC WORKS � a [", w . -, S4-! , .4 i 0
THREE STAR I z �. (n _ I I I � � L) ;a , � r, I . til q*fto , �l - . I _� "', 1, *6-* 1, -0 9 # � 9 - Imma �;4 1�; I 011;,_ 4 � I
DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT ON MY � - I I I i 1, 58t793 s ' I V'_ I :,*, - Z" - - � j ". - " I �;, �l 0
1. . szltt+t Od . -_ '.1 11-1 1% a' LOT 2-A I 't I �* . - ",. " ­� i * 0. , 04 -0
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ROAD SED. DEVELOPMENT CO. LOT � 9 � � - N %N IN .el I � 4�
I f. � 1 $ MB.43f 53 ". 11 . # '19 as R Pwo,Xl a
f , w I - 1.35 acres ,-. . I ,''% 1� . �,'� �; .1
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20. TVIENTY LINEAR FEET Or DUCTILE IRON PIPE TO SE INST^AM AT AM � I 11 11 1, . . ,�, �Q %. #I I 00� o. 1.�
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CROSSINGS OF WATER LINE AM REINFORM CONCRETE PIPE. DOB. 1024, P. 91 __ UVC4 "M I m ��\ 10 It � , ) ''� % , ", S. , �
I.- I I I . - I 2 I +11, ,\\\� O&I ZONE 11 '� I N, ­�f ,� 'i , : . , "'. * & * 4. 0 . - ;,
21. ALL INIERNAL STREETS TO BE 31' BACK/SACK (UNLESS 07HERWISE � ­ I --NA- - I . I 4 I .1 � I I N I % 1\ " I \ 4, I 'a., n
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22. NO LANDSCAPING OTHER THAN GRASS WTHIN EASEMENTS OR OVER rcom I
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2& NO AREAS OF ENVIRONMENTAL CONCERN EXCEPT AS SHOWNI. " N/IF * , I -,, *�- ' , - 0
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24. APPLICANT TO CONSTRUCT TURNING LANE TO MCDOT REQUIREMENTS. I 'm I I : � " _" ­ - , ­ _V_ - - V! N �_ 1, � 1\ I � 16 *.# �#* , . .. 11
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25. ALL ROADS SHALL PASS A PROOF ROLL PRIOR TO PLACING THE ROCK 1� ! ., . , ­­ I _% �,,�\ - I
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LOT . ... . 1'11`1� 6 t I - . I �,,� , I %� I.. - ....... -1.1 t . I I k I , 0, 1, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
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JACKSONVILLE -TOWNSHIPj ONSLOW COUNTY, NC - - - - '"'"""Of
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, ..jOHN L. -PlERCE-4`&-.ASSOClA P. A. 1.
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* '' JACKSONVILLE, NC 28540 REVISIONS: 1
409 JOHNSON_BLVD.�._
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. SCALE: 1 1# 60' F.B. 736 , PG. + FEBRUARY 20, 2006 PER CITY TRC I . ­, ­ NOTES: � I I - � - , . .
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JOB # "FILE NAME: FEBRUARY 27, 2006 PER CITY TRC � ook. -, _ _. TYP. LOT DIMENSIONS m285'XI 285, I-Alld STOP SICYNS AREL TO BE R149 30" MOt"MD ON 11ANAL-POST - I- - ", - - " ­­­ "I ", ". .\ * * r . I
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40 _ .IS . . _"- 1, .11 ­_ .. � 11 .­­ " _,.. � - . , __ -, . ­ ­1 I- I I �� �l , * I .1
10� MINIMUM LOT SZE a 5.000"'PER '_6&I ZONING (20 LB PER FT. TEST) INSTALLED AT WTCD STAMARDIHEIGI-IT _"(7 1 , � I.- I ­ ­ , I - �, - �, -, �_ , ­_ ­.. 0 * I I I
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*ATER\SEWER m CITY OF-JACKSONVUE . I I 1, � - I I L I � �, . I I I � . . ­ ." ­_ ", L ­ __ __ _­1 I , ,,, � . . . . ,,�. �'. 1, , � I . - � ­ � i I - I � . . 4j , 0 . 0 I I t . ,�
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_ COST AND INSTALLATION WILL HE L . ' ' "I _ I ` 1. ­' I -1, ­ 11, '. I " � ­� ON " 1 !
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FOREBAY',
TTOM,(ELE%�
32.00)
100YR STORAGE
(ELEV 40.99)
i 2 MAIN SAY
Own
88
i
off, •. �
J / U.
,
Ir
- R1
f
__a f
NORMAL POND
_ a_ /ln 1Vlodiiication
..• _ ._. ..- - Approved ���a
R4
a
...,
... � .sWls. icedark
_ tion
i
/ 1 8 File 'hype. G6eraltrillod>< ><ca
ENCY SPILLWAY w
�., EMER `
V 40.0.2
(ELE 99 } �- = F>il6 �
`f ,� : • x 10 I Oft•
v , e� z03/07/06
Al
- w
CL 080 Mock �r., 6
S
TOP OF BERM ,. (=V 42.00), Kiqf�>
r
M N ><gna re•
Nt.
WIN..-' _ CONSTANT POND SURFACE AREA 23064 S.F. a ELz 38.00
woom
1 _DESIGN SURFACE AREA a 25,925 S.F. 8 ELs 39.33 El s
APPROX. TOTAL POND VOLUME = %,"S CF
ACTUAL FOREBAY VOLUME ffi 18,066 CF (20.0% OF TOTAL VOLUME)
PROPER'i'Y p0UNt3ARY `
Treatment Pond Plan
Scale: 1" 301
Dimensions
PondLayout
Scale: 1" = 30'
w z
z ►-� ,..,
SEEDING _ SCHEDULE PLANTING SCHEDULE w
NOTES• NOTE, OR`Y AREAS ABOVE PERMANENT SEEDE$ VEGETATIVE PLANnNG S APPLIES ONLY 1O V'GE1`ATED
SEEDBED PREPARATION SL..`/EGETATED w
F-
VWS��. M.NOT BE SEEDED AND SHALL 3E ALLOYED TO GENERATE NATIVE
W
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAK VEGETAT1E1t+�. SPREAD 4* Tt'SQiL OVER AREAS 1'Et PLAtflED AND EST!k'UM GRADE V TRASH `TACK U 'ALUM BAR
a AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE PRIOR TO PLANTIN& PLANT ANY TWO (2) OF THE FOLLOWING � tcros lilltHiN � t S E E DETAIL)
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SftALL BE 4'-6' DEEP, SPREAD 4, TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM THE LIMITS OF THE DESIGNATED VEGETATED SHELF' AT A DMTY N LESS THAN � @ 2A O.C.
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTAi2ER AND WORK INTO 6
3. LQISE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SMALL BE REMOVED FROM THE Lire; PLANTING PER SQUARE YARD ,,,,. 4-BA ALUM •
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABL.ISHOW AND SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW OVER SEEDED AREA AND ANCHOR SECURELY " - ANGLES
MAINTENANCE OF VEGETATION. SURFACE Fait FINAL SEEDBED PREPARATION, C�!!@#. l�
WITH STRAIGHt DISC IN FLAT AREAS AND WITH ASPHALT TACK P Arnow Arun
AT FINISH GRADES SHOWN, SHALL BE REASOFMBLY SMOOTH AND UMFORM, �tuxt a
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LINE TO BE ACCORDING TO SEEDING
WHERE SLOPES EXCEED 47t. aria to otla fotata 'TOP
Andropopon vlrpiMt�us Br�oonsedpe >� . _ , w:,
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE iS LBS/I000 S.F. OF SUPER ' '
PHl7SPFt+4TE. MAT APPLICATION RATE E L E V E
Artdrq�open D� tus Bushy Beardprass
5. F IL TEST IS TAKEN PROVIDE LIME AND FERTILVER ACCORDING TO SOIL. TEST Typho► Canal!
I SO LIB 2 TONS/ACRE =era Let DWoersuw Coontall - + . `` PRIMARY WEIR
REPORT. to
TE 600 POt /ACRE Ca or► `Ctr " Squrr a' :. A A ALUMLNUM TRASW 2ACK A
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL. 20% _ POUNDS/ACRE - Sdrpus p�� cankMetat . - ELEV C ' �'1ARY
DURING SEEDBED PREPARATION. FERTILIZER(10 10-10) 1000 Lena ltpp.
saururus cer I" UM" Tall
APRIL - JULY f hicus wosdwutvs Marsh HbIscm y `
A
FESCUE, KY-31 SO POUNDS/ACRE Pontscisrta cardata Plcdccrrstw�rsd 7 D I A, C CIR R EA T E D
BERNUDA (HULLED) 10 POt1NDS/ACRE potwvwton pectfttts Pond Weed ALUM. RISER 6
erw
Lesio,yzoldes _Se
JANUARY r. NARCfI
valtdus SoF� Sttn�r �I "Ah CUTLET PIPE _ INV.
FES= KY 31 50 POUNDS/ACRE SCM"pus CONC �: `- _ w � � �`.
BERMUDA tCNolt� J. 20 PhtDfNDSlACRE � RISER
Soft Rush FILL a
Pot Snartwted ti �~ � ,� �.,,� . , E v A
RYE MAIN) 25 POUNDS/ACRE JLWKUS offesus �= � (SEE
DETAIL)
f?' L {SEE DE
S tterdodc fw ,,,';F .o . BOTTOM
�i�. .p�y� NOV
��[. •'�'!•'w ty�"�'.-_ - �LL�, ."."+f41,y,.« Hr \J -
SEPTEMBFJ: " NOVEMBER PaniQan �' i�`t1 SwtTrG K y a^6 ° �. E L E Y MBA 2,00
FESCUE, KY-31 50 POUNDS/ACRE Acores catams Sweet Flap
EEodea canadensis Waterweed
MULCH 2 TONSIACRE Vattsnerta anertraft Wild Cetery
dam.. _7
• .Y
Ztzar�ta aquatrcn VKd Rice �.-
ASPHALT 'LACK 300 GALLONS/ACRE
NOTEo OVVER MAY VARY SEEDING TO CCIWMN TO LANDSCAPING REQU MENEMI
Trash Rack -
HOWEVER, WEEPING LOVE GRASS SMALL NOT BE USED. Riser
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 WILL BE REQUIRED
TO DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
Outlet Structure g' {Min)
Tr.1e44 t`..,wl,.
10
6' MIN, �/4* THICK STEEL
LATE
5r
RISER
z 18" 6* DIA, CORR. {SEE DETAIL)
I ALUM. PIPE OUTLET
(See Detail) Berm'
, �.
INVERT
No 5 Bar U. Strap ,n
(Coat w! B#tuthastic)
Emergency Spittway (100 yr. Flood Etev.) DRILL a, HOLE
IN END CAP - TACK
* v..
Elpv: {100-. X.C.stS?rm?._......_...�. WELD HARDWARE CLOTH~```-�.,,,,,•
, r Storm.) cT 1
10 ..._ + ' Etev. 'D' (10 ...,_.._.Y SCREEN OVER ORIFICE
LO 3' . Veg. Shelf ,
�•�` 'f. N M M ' A, I / I i8 MINM '
.w. . �: C {L esign Etev.) %A }C IF 54 MINI U b DI
A,
'B' 00,Outlet Pipe <ze and •`o'� s5 �'
• END CAP
Lev OR, Permanent . Pond Materlat per Drilnage Plan)
Y ..
Con ti r
S _ nr...wwirr..�rMru -
1.
10*
Anti. Seep Collar �,,,Outlet Protection
8 48 Draw Down Orifice
Orifice Draw Down 0 ce °— - Anti-See{t'
Ante -Float Block {See Detail) <See ErosionlSed. Ptan) � '
(See Detail) : , •... tN.• r
(60 CF Concrete)
rud,u r•e- DO--ca s
* .. , Etev. 'A-1' Bottom e
No Scale
57 Stone
B tt spa„
..:...... ; ..,.,. F' C EDUL.E
,h,:i., ..:...,, _,,,,,..• ,::,r a .:. �-Kt „-..at, ..,,_s
. �TLLEVATL FOR
o POND NCB. 2 DETAILSttetl PREPARED
Forebay Main Pond #At# Ai N POND BOTTOM . 300
*A2* FREBAY BOTTOM 32.00
'B' PRMANENPOND 38.00
SCHILbKy •C* T.MP. STORAGE 39.33
'D' is YEAR FLOOD 40.86 JAOKSONVILLE TOWNSHIP, ONSLOW COUNTY NC
'E' 10 YEAR FLOOD 40.99 Ed 8Y
_ -
Treatment. POndS-edtion
PPRE�A�
JOHN Lo .-EIERCE AS OCI A i GS•.J' P.A.
409 tJOHNSON BLVD. JACKSONMLLE NC 28540
PHONE: 910�346 .9800 DATE: DEC 1, 2005
SCALE: 1 "= 8O' F.B.38 PG. 1 �-
JOB # FILE NAME:

Ran vo
Olt- _WA"XMANW0ji:k5j';;;;�W f
lr _P%_MVWK..W 3nft= SOY
Am
XNVE3 I-VGG
POR710N OF LOT 5
DR. CHARLES LESEENE DIMSION
M-8. 37. P. 239. SL K-227
STORM DRAINAGE DATA
USING RATIONAL FORMULA WHERE:
C = 0.85
110 7.0 in/hr
125 8.0 in/hr
AREA (AC)
010
025 DIA
GRADE
LENGTH
PIPE ON OFF
TQTA
Cqfa)
(g -fs-) in
(9)
(feet
EXIST 1.95 -0-
1.95
11.6
EX
EX
EX
A 1.78 -0-
3.73
22.2
24
1.00
160
8 0.13 -0-
3.86
23.0
30
0.50
30
C 0.46 -0-
0.46
2.7
12
1.00
112
D 0.13 -0-
4.45
26.5
30
0.50
226
E 0.27 -0-
0.27
1.6
12
1.00
168
F 0.36 -0-
0.63
3.7
15
1.00
49
G 0.12 -0-
5.20
30.9
36
0.50
30
H 1.07 -0-
1.07
6.4
1 0.12 -0-
6.39
38.0
36
0.50
210
1 25 n-
*7 r%,&
45 R R
36
0.50
94
K 1.02 -0- 1.02 6.07
L 0.21 -0- 8.87 52.8 36 1.00 2e
36 2.00 4e*
M 0.77 -0-' 9.64 57.4
INCLUDING FLARED END SECTION(S)
CMP (PART OF OUTLET STRUCTURE)
NOTE
ALL PIPE BENEATH PAVED PARKING AREAS SHALL BE RCP. ALL OTHER
MAY BE RCP, CMP OR 2-WALL HDPE (SMOOTH INTERIOR WALL).
REF: M.B. 1, P. 163-A
D.B. 1446, P. 125
M.B. 37, P. 239, SL. K-227
STORM STRUCTURE
SCHEDULE
NUMBER
TYPE
S-1
JUNCTION BOX (FUTURE)
S-2
CURB INLET
S-3
-,DROP INLET
S-4
CURB INLET
S-5
DROP INLET
S-6
DROP INLET
S-7
CURB INLET
S-8
CURB INLET
S-9
CURB INLET
S-10
JUNCTION BOX
S-11
OUTLET STRUCTURE
SPECIAL NOTE:
TOPOGRAPHIC INFORMATION SHOWN HEREON WAS COMPILED FROM AERIAL PHOTO METHODS
AND NOT FROM AN ACTUAL SURVEY. TOPOGRAPHIC INFORMATION FOR WESTERN BLVD. R/W
BY ACTUAL SURVEY BY JOHN L. PIERCE & ASSOCIATES.
PORTION OF LOT 5
DR. CHARLES LESEENE 01MISION
M.G. 37, P. 239, SL. K-227
REVISIONS:
10/03/02 PER DWO STORMWATER
E.I.S. = EXISTING IRON STAKE
S.I.S. = SET IRON STAKE
P.P. = POWER POLE
W.V. = WATER VALVE
H/C = HANDICAP
L/A = LANDSCAPE AREA
C/L = CENTERLINE
INV. = INVERT
C.O. = CLEAN -OUT
W,M. = WATER METER
F.H. = FIRE HYDRANT
M.H. = MAN HOLE
B.C. = BACK OF CURB
F.L. = FLOW LINE OF CURB
J.B. = JUNCTION BOX
C.B. = CATCH BASIN
M.B.L. = MINIMUM BUILDING LINE
D.& I.I.E. = DRAINAGE IL UTILITY EASEMENT
T.B. = TELEPHONE BOX
S.L. = EXISTING SECURITY LIGHT
G.W. = GUY WIRE
PC/PT = POINT OF CURVATURE/POINT OF TANGENCY
x 48.1 = EXIST SPOT ELEVATION
= PROPOSED GRADE
-E- = OVERHEAD ELECTRICAL LINE
L /,-\ PROJECT AREA:
TOTAL AREA = 7.71 AC
IMPERV. SURFACE (NOW PROPOSED) = 66,380 SF (1.52 AC)
IMPERV. SURFACE (AVAILABLE FOR FUTURE) = 202,465 SF (4.65 AC)
OFFSITE PROJECT AREA
TOTAL AREA = 1.92 AC
IMPERVIOUS SURFACE = 58,669 SF (1.35 AC)
DRAINAGE AREA = 9.63 AC
� r
\\ �,,•.
P
VICINITY MAP - NOT TO SCALE
NORT141CJAROLINA ENVIRONMEFEN'l-AlL
MANAGEMENT COMMISSION
DIVISION OFIVNI.XTEER QUALITY
s
DRAINAGE AREA SUPPLEMENT
• PREPARED FOR
SCH I LSK Y CHIROPRACTIC CENTER
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P, A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28541
PHONE: [phone] DATE: APRIL 26, 2002
SCALE: 1 "= 50' F.B.
JOB #
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft. SUPPLEMENT 1

LINE
BEARING
DISTANCE
Ll
N
W 46' 13*
W
95.12
L2
S
40* 271 45*
W
$9.16
L3
S
70* 04! 57*
W
114.18
L4
S
25' 55' 1 e
W
87.53
L5
S
05* 43' 17"
E
194.55
L6
S
74* 24' 3W
E
67.81
L7
N
37* 04' 39*
E
58.56
LS
N
43- 3V 08-
w
162.03
L9
N
32* 04' oem
w
128.51
L10
N
12* 29' 51 a
E
152-93
Ll I
N
51- 49' 20-
E
37.59
L12
N
510 44' 37*
E
18.00
L13
N
51 * 46" 190
E
55.06
L14
N
51 * 47' 07*
E
76.29
L15
N
51 * 48! 49*
E
83.5e
L16
N
51* 48, 500
E
99.96
L17
N
51. 4-r IS*
E
100.0.4
L18
S
25* 1 V 20"
W
4.21
THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM
AN ACTUAL SURVEY BY RRORME OR UNDER MY DIRECT SUPERVISION,
�OSU doAND ?HAT THE OF RE AS CALCULATED By LATS.
I
DEPS, IS
20
Z7/1,
r
W1TNQS MY HAND SEAL THIS A:y
V
f
JOHN L791-ERCE, R.L.S. L-250
THIS CERTIFIES THAT THIS COPY OF THIS'PLAT ACCURATELY DEPICTS
THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN
WATER ACT UNDER PRESENT LAW AND REGULATIONS AS DETERMINED By
THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE IN
THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT
TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS
DELINEATION MANUAL
I/ MICKEY SUGGS, REA CWDINATOR DATE
REF: PORTION OF D.B. 434, P. 582
­7
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CANAMMONDS CREEK
40
13 S 48-05, 450 w 2266 HAMMONDS CREEK TIES DS 'MAP
CAMAMMONDS CItEEK M.S. 26, P. 2M BOUNDARY & 404 VMAN
D.& 950, P. 455 mavao .. FOR
jNco
-�a mmL0NENT
rvUR.,' STAR _LVLQ
ONSLOW COU _ .'NC
NTY1
WNSmipt
'JACKSONVUX'TO
KENNITH P. WHICHARD, JR. LEGEND:' J" L ItRCIL
JACXS0NVU4,LNC'..28W.'
D.S. 858, P. 138 ­409, __ &
0 w EVSIINd� IRON STAKE SLO' I _�
APR L'It
0 = SET IRON STAKE PHONE:. 91
WE w DRAINAGE A ACCESS EASEMENT SCALtr. I 'Fl,
-MI NAME:' MCRACCRD
AC. m ACRE(S) j(V: W"83A28'

11
N
HAIL-L RBE RCP, ALL OTiHER P", re
ALL POPE BENEAPH FIAVED PARFON" 10EAS S1 s -
SAAY BE RCP, CMP OR 2-WALL HDPE (S�,100TH !NTERiOR WALL).
E, INLET
­LJ EP, 1 N L
1 N,-
Jldt EOIX
J,
REF: M.B, 1, P, 163-A
D3, 1,446, P, 125 -227
37a P_ 239, SL. K
Zo mumcm n1pat AA 3.114mmaywous
S619k
PECAL NOTE.
OPOGRAPHiC 15FORMAION SHOWN HEREON WAS COMPILED FROM AERIAL PHOTO METIHIODS
ND NOT FROM AN ACTUAL SURVEY, TOPOGRAP; !(, INFORMATION FOR fflESTERN BLVD. R/
Y ACTUAL SURVEY BY jOHN L. PIERCE & ASSOCIATES.
As\
V
�z K
A
NXI
-4,
vu
N- ------- ----
7
IV
Ron
V
-j
1114
4z
PORTI�N OF LOT 5
DR MARTS LEWENE MMSON
W 3A P. 231 W K-227
z
- - - - - - - - - - - -
5 _Z1
TEI'1-
,0/03/02 PER DWQ STOR�YIWA,
TO
Aw N"®RNN
L r- E-
EJ L- N IT
EJ,S, = EXISTING !RON STAKE
S,LS= SET !RON, STAKE
P,PFIDDWEOLE
WV, WATER VALVE
H/C HANDICAP
L/A LANDSCAPE AREA
C/L CENTERLINE
!NO INVERT
W,NlWATER METER
RK FIRE HYDRANT
INIJI-1, MAN HOLE
IP, . C, BACK nF CURB
F,L, FLDW LINE 01F CURB
jB, jt_j%4,CT1nN 7BOX
i ASIN
MB-L- --- MINIMUM BUILDING LINE
DA UE; w DRAINAGE & UTILITY EASEMENT
TIB= TELEPHONE BOX
S.L. = EXISTING SECUR"ITY L au-! T
PC/PT = POINT OF CURVATURE/POINT OF TANGENCY
v Aq i = c")T �Z T 'SPf]T Ft-FVATIn.N
r-0
x PROPOSEDj C�RADE
DIVERHEEADD ELFECTIRIC'PAL �---NE
VICINITY MAP TCi SCALE
PROjECT AFREA:
TOTAL ARE4 -, A71 AC
z:
1KAPERV. SURFACE (AVNL AeL E FOR FUTURE) ZW 065 Q � C65 4-
r7
I �� T.,,' I i 1
W
'PD APPROYa
311 , I
ON EXAMA-1—L
N-*�o-imm(:IkFlc)ijlqliAE-NVig�"I -MF
>
A GWENT 13MMISMON M RA
W
U-4
INVIS-1 -140F A
<-36A
"Q 1
� %-A
OWNEER/DEVELOPERF-
DRIV RA14EDY NA & QUEZEN R SCHiHLSKY
445—A WESTERN E,LVD,
SACK ONN
VILLE, C
910--- 347-- 4033
TAX 1%4AP 339 PARCEL 8.2
APPROVED.
NORTH CAROLINA ENVIROMMENIT.ML
MANAGEMENT COMMISSION
DIVISION F
WA ER QUALrrT
DFRANAGE AREA SUPPLEMENT
PREPARD FOR
N
JAN DOWN \11 LLI TOWNS*', CONSLOW COUNTY, NC
PREPAREC) BY
J 0 H N L. P 1, E R C E! 18C ASS 0 CIA P. A.
4-154 T)FANSON R! VD, JACKSONIVII I F. NC',' 213541
1 1v rbw ;
1 inch 50 ft,
SUPPLEMENT 1

CONSTRUCIIIIN,, N=,,
11 WATER UTILITY LOCATION INFORMATION PROVIDED BY CITY OF JACKSONVILLE,
LOCAtION OF CXISTING,,WATER AND SEWER., MAINS TO BE VERIFIED AT THE TIME
CTI Or CON , S T RU ON,
2, tONT44&OW TO' MAINTAIN 'REQUIRED HORIZONTAL SEPARATION BETWEEN
WATER'*p.SEXIER 'SERVICES:
3, WATEP, AND SEVER SERVICES PROVIDED, BYTHE CGNTRACTOR,
4Y ALL TLiR WATER HANDLING FACILITIES, SH ALL BE CONSTRUCTED IN ACCORDANCE
WITH N,C.DXR, STANDARDS -AND SPECIFICATIONS,
5, -SUBJECT TO CONFIRMATION --Or WATER METER SIZE ADEQUACY,
& MAXIMUM BUILDING HEIGHT,. IS LESS THAN 50'
7, At, THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET,
8
ALL Pr-O POLES, LIGHT, POLES. ETC. ARE TG.BE RELOCATED TO ACCOMMODATE - 1 OW
PROPOSED -ONSTRUCtibk'
94 CtNTkACT1130Tb,,L-OCATE, ALL UTILITIES PRIOR TO CONSTRUCTION.
10, DEVtLOPt9,T0 INSTALL STOP SIGNS AS SHQWN,
11. :HANDICAP PARKING SIGNS) IS TO BE ABOVE GROUND AND BE EITHER R-7 OR
S161*
lal NO NATURAL GAS ON SITE,
13, ALL'DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE <AS SHOwNx
14, THIS PAdPltATY I IS NOT- L13CATED IN A FLOOD PLAIN ACCORDING TO F.E,M.A, MAP 370340 01,90C,
EFFECTIVE IATE, TE$. 15, 19$5 AND IS NOT IN OR, CONTAIN AN AREA OF ENVIRONMENTAL CONCERN,
15, ALL EXTERIOR LIGHTS WILL E. LOCATED AND POSITIONED SO NOT TO ADVERSELY AFFECT
ANY RESIDENTIAL, L13TS OR R13ADWAY TRAFFIC,,
I& THERE ARE NO STRUCTURES WITHIN 50' OF THIS PROPERTY EXCEPT AS SHOWN,
ALL PIPE BENEATH PAVED PARKING AREAS SHALL BE RCP. ALL OTHER
REF: M.B. 1, 1 P. 163-A MAY BE RCP, CMP OR 2-WAL I L HDPE (SMOOTH I INTERIOR WALL)-
f
A A A
N. EZT
I incli, W ft,
m
. . . . . . . . . . .
H EE
239, St. K-227

L°9 % ! ULTRAVOET RESISTANT (KAO(} MIR4s
FABRIC SAL. EQUIVALENT AT Ir OFF EX1S'nNG ROAD ;
92 GAUGE #'X4' OR 2'Xr tt£LDEDOft ONTO
TO MAR OR POSTS WTH NO. 8 STAPLES
MEFORMED CH ON METAL POSTS; lift FASTENED
SV T t. NT STORAGE LEVEL to
\ \ OR AS NRECTED BY CONSERVATION INSMTOR.
POOL
*POST TO BE SPACED A MAXIMUM 1aEN.T4
ENTRANCE
c N18 28 24 E _ — — 1 \ a . _ PROFILE
(SEE NOTE)
CURVE LENG ` PADII JS , . —` �l \ �� ` �\ V PLAN MW
7 5.t#' `` �- �. \} �E \� - - _ — NATURAi MADE Gfax#e:
z� '^ ter:--..-.�_...,-,-m_._.,.,....-.,.w-.....-..,-..«.._,.x......-.,-.-4eslttw x7N2
J

S-
PIPE BENEATH PAVED PARKING AREAS SHALL BE RCP. ALL OTHER
P ..
GRAPHIC LE
ALL � ��° �
MAY BE RCP, C P OR -WALL HDPE (SMOOTH INTERIOR MALL). I S�-6
DRvP
DROP
INLET
INL
r,
50 �; 3 � �
1k �"�
LrI.dRL7
CURB
INLET
Y00
1 -8 CURD INLET
S---9 CURB INLET
�
SI-10 JUNCTION BOX
S11 CCU T LET STRUCTURE
RED'. M.B. 1, P. 163-A
Y
AMMOMMMILL
E
ih ft
B. ^q -
� .B. 3 s n