SW8040733_APPROVED PLANS_20060717

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 o,4G-133
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE 200"g o-i 1- 1
YYYYMMDD

DEPARTMENT Of TRANSPORTATION
MATCH LINE SEE MEET 2 OF 2
cMi CONSTRUCTIONS DARD CERTiFICAT10( ��
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Doc ID: 000706940001 Type: CRP 22 \ 1" 10 O \ 11 6 O �•f'� `� ; 72
ROCOrded: 09/07/2005 at 10:56:56 AN 0 \ N ` s +�5SO -0 r FU ' • �0 \
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COUOho, NC E `°0 9 N 1 t:. 1c 4' `� Z ® �
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32 ,�f.� Y1 C97 s432ros'N w.s7 7z9o3' 7aao0 W85 4a78
REGISTER OF DEEDS O O• A9+ ,'9' 49 / `� 8® O u1 RECREATION AREA
CURVE 24 \� ® . + , 4i 1� ''y'q`m K n 70 \p D.B.1956 P. 458 caw N 388'E 24488.85 mew 213-W 2ey�66 1155ai1
CURVE L140IID 0110 OIOM DELTA RAoeu ARC Tw19ENr le�•� p N d •' \® b �'\,°° a / ' ' M.B.44 P. 8 SL.K-1675 C� s44•zob•w 69.52 9•,e'25' 43aao eaeo 34.57
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CI S46VDV6•N lab IrWOP MOO 10.47 0.Z7 6 +� t01 l� 69 CIOO S5737.4l'N 9105 2S4'51• IMO-00 no$ 40.04
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ce S&Mr2rE 06.67 276-&4r MOD 241.19 44.M S \ O ,�" .g 4$ l / �\ l5 C10 S5208WIN 9102 ZS4.48• IMO-00 910.3 46.03
C6 HBY4815 E 20.M b11'2r MOO M.03 11.18 C11 S40SIOPIN OZ03 254.46• 1MO-00 9104 4a03
®\ + REV 8-29-05
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C2 M711.30'E 27.13 W2414' 20,00 29.61 1a4e O \ yi� +� +p' ® vh O 'd� (ADDED ESMT. C113 543.2SWN 97.02 234.4e' 1MO-00 92.03 4aa3
C13 S233r57'E 15.74 33S'20r 230.00 15.74 7.88 ,L 'P '�• BETWEEN LOTS 9 C114 34OW51•N 9102 234.48• te1a00 9103 46.03
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C15 S54V3.39'N 18a38 26.4r09• 38MOD 190.35 97.22 ` 29 • 1; 6 ® 1� ,y, , / AND 10) C116 S3riszlb 15a59 4sr4e• 1M0.D0 153.64 7a67
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C17 S74?3.07'E 20.41 4e11'1T 25.00 21.03 tt.te \ + SY ® / s67.15
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Cie N611'45•N 20.41 b11"lr 25.00 21.03 11.18 ® "1' 66 R�C95 SSLWWW 110.36 4176'39• ISMOO 118.35 5a22 C12D N22.06.52'W 1a93 1Vs1,' to3a00 ta93 9.46
C20 MW30•N 25,94 enr09• 20.00 20.23 17.04 Y R
C21 NO01e•30•E 341.92 W52'OC 26150 3n04 224,61 ® y' 61�' 066 S3e30.21'N 12a82 4'rY1Y 1690.00 125.65 6295 C2I NO449'46•E 4252 9014'25• 30.00 47.23 29. 3
C22 N567Kb'N 32.06 tovrsr IMOD 3171 10.40 • F. Ce7 S402"1'M 03.89 Z!5e40' 1050.00 8&90 41.98 C122 N0513.33'N 42.39 89.5r14' 30.00 47.08 29.93
C23 H74•b•1rE Z7.90 ee• "- MOO 30.88 19.47 \ \ /,.. � s ��• 65 � �.I.ti6 C66 5432539'N e3.80 234.40' 1650.0o 03.90 41.9e REVISED nNAL PLAT
C24 S453SWIF SM21 3OW2r IMOD 86a06 44173 \ 28 "7 y �. COO 54618'2" $&SO 234'b' 1650.00 MOO 41.06
C25 964V4'3rM 124.92 6'89'1S' 702a0o 12a00 62.'3O r t^ �' S C70 S4"315V B3.e0 23C48' 165MOD 83.90 4,.96 SHOWING
CM H2250'2rE 280e NOW 20.00 31.12 19.71 Cn S52.0904'N 83.69 2'54.4e 1"&00 sago 41.96
C27 N72-ArSO'N MOO 1.43-W 970.00 2a0O 14.55 \ ® � .pyj � ®��• 64 � •5t,,. �b �•b. ,65aDD 63.90 41.96 HUNTING TON PARK
6 / N 9 6 ." C73 S5nr41.0 63.92 274•sr 16S0.00 63Az 41.07
® C76 S� Moo 4'1XW 1650.00 MOO I6.77 WILLIAMSBURG PLANTATION --V
C29 N2r26.5" San I err lomoo mm 1a46 �T +� + t+ 63 a• C743&54 3&54OF
C29 S233rSrE 11.64 338.20• 170-00 11.64 as2 \`� p.r'• 0+ g / C75 =57'B3'N 49.43 r454r I026.00 49.b 24.7z -.•1
c30 ssrb•4r•E nze 2{3r24• ,7a00 nM sa97 .4¢ 3
Cal 142344.431E 2626 eM7 OW MOO 31.42 moo N/F y+ � '� C76 9654r31'N 7a66 413'26' 1025.00 76.86 37.00 ry -. .
C32 S54W39'W 21d17 26.4ror 430.00 210.41 110.02 JOHN KOENIG INC `` 4 0� / C77 304'Sr26'e7 OL22 5-OWW 97a00 80.24 43.15 -
C33 N6{1r43'E sole 000019' 213.89 33a63 213.61 TRACT 1, M.6.47 P.38 "1' • c78 sM30'11.11 31.31 ISO.24• 97a00 31.31 15.b ✓
c34 goelYze•E 2a2e 9oV000• xiao 314z zaoo es ® 62 'b St`' CITY OF JACKSONWLE C79 Sge.34•2r 56.35 �•Or ISMOD 5a36 MID JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC t 1�
D.B.1576 P.737 i2 / , 1
C35 SS4V339'N 347.01 21r4rW 700.00 350.67 171LIO `n RECREATION AREA C60 537OD'if'N 87.21 3VY2S' 1600.00 O72T 13.62 PREPARED BY {.'
C36 Nes354rN 2s2e t1oV90ar 20.00 31.42 20.00 "' \ CM S53Sr4rN 87.21 "7.25' 1600.00 $7.22 43.62 .Inl-IN __�
D.8.19. P. 459 L. PIERCE do ASSOCIATES._ P.A.
C37 N2J24'43'E 20.28 90V0'00' Z0.00 31.42 20.00 61 � ^Y M.8.44 P. 8 SLK-1875 CO2 4!0'46'22'N 07.21 3'0743' 1600.00 67.22 43.62 �--
p' a C53 S473r5r`W 67.21 5072r 1600.0D 87.22 43.e2 409 JOHNSON BLVD. JACKSONVILLE, NC 28541 uY._
C39 s54V3'U`E 371.00 2 WOW MOO 37 42 191.eo `Y
Cie NM42'34'E 262e OOVCOO• 20.00 31.4Z 20.00 • ,� CURIE pIUO eR6 CHORD DELTA R/IOe15 ARC TANGENT C04 54470'JJ'N 0721 S07'25• 1000.00 87.22 b.62 _
C40 Ne536•b'N 42.00 10'{rsr 22a00 42.06 21.00 CM s463s•ZYN ".De 1431.3r 390.00 06.34 46.43 COS S41•Zs06•N 87M 3Vr2r 1000.OD 97.22 43.62 PHONE: 91 D-346-9800 DATE:5-25-05
C41 St"I'05'E MOB s13r58' MOO 31.99 Mae � � C53 �serse'06•E 14.36 33'"21' MOD 14.57 7.30 COB s3915b'1T $7.21 3VYZr ,000.00 97.72 43.62 ^
C42 S4636'26•N M92 205r06' 100&00 O3a41 420.00 20' D WiNE/NO COMMITS As90QATON/ Ati C54 N11B5n2 E ab 14Ye'Or MOO 6.b 3.25 C97 S3SVet9'N 87.21 YOr2r IO00.00 67.22 43.62 JOHNOM1ERKOEM
/DEVELOPER SCALE: 1 = 1 OD'
C43 s64Vr14'N 117.b 6'S4•u• s7aoD 117.sa 5a6a rEnESTalA14/4ENCE O � ESYT. 06 CSS N564rM'N O7a4 6411'SS• Saoo nb 4at6 c6e ss4os•1s'w e1z4 z06•b' 1e6ao0 elzs 41.14 64M YA" ROAD GRAPHIC SCALE
C56 N1616.4M 50.04 61VY11' moo SL34 20.52 COB S40-W" 31.67 22rio' 750.00 31.67 1a84 fFA 21ETTEVILE. 26303
Cb w67WS4'N 26.M 0056'15' MOO 31.74 20.32 C57 N7731'24E 51.03 M4r15' 50.00 5.56 20.67 COO S46R0'0" 87.83 6'4r4M 750.00 87M 4a901b 910-854-19" 0 50 100 200 400
C46 MITX'52 E 40.82 4611'23• 50-00 42.05 22.36 �1 C58 S7036'b'E 37.14 69.41.2Y 50.00 0182 34M C91 S5211'55N 87.83 6'42.40' 75QW 57.88 43.99
Cb N784Y41'E 62.60 7770'14' 50.00 67.63 40.13
047 Si?'461LT'E 6424 797e'30• 50.00 6e.76 41.M C59 N5r44'51•E 81.82 Ir48'51• 263.50 01.95 41.31 CO2 s5634'43'N e7.63 6-4r4K' 73QOD 87.80 43.96
h \ Cho HBr57'32•E I1o0 23e'31' 2LL5e I100 too ON S65.20'25 W OM35 6VC3r 750.00 OM42 40.25
C48 S5r31'4217 57.eO 70Y4'30' 50.00 91.73 3ab 081 N7yp`3rE 9127 20'00.40• 26159 1175 b.86 C04 5651919'N 7a47 61Cb' 700.00 7a37 37.79
C4O N74176'29'E 11.93 2TJ6'SS• 20.00 1208 0.14 i C82 SWW3rE 72.75 15311r 263.50 7199 39.73 C05 S5VW3rW 91.67 r30`31• 700.00 91.74 45,93 IN FELTr
Coo 144930'46•E 8.93 203C21' 25-00 a98 4.54 REF: M.B.48 P.161 SLIDE L-779 C53 96010'5O'E 72.11 15'43W 263.59 M34 30.40 C06 S50Sr3" 91.92 73rb' 700.00 91.99 46.05 ( ) SHEET 1 OF 2
CM S5119WN 93.76 1410'3r 3=00 IWO2 4725 PORTION OF D.B.1576 P.737 \ 064 30.97 rmw 263.5e 40.01 20.04 h = 100
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----
17-7

WESTERN BLVD.
STATE W IIOR'BI CAIROIM
DEPARTMENT OF TRANSPORTATION
4 a A N4'�0 �N� OF ONSLOW COUNly cunFY DIVISION OF HIGHWAYS Ism
THAT THE MAP OR PUT TO WIICM THIS CER7FlCATIOM IS AFFIXED MEETS I vASION ROAD
NO AL STATUTORY REaunE�MTS FOR RECORONG. CONSTRU A DARDS CERTIFICATION VAIIAMSS RG,PRKr.
1�1ync�
REVIEllf OFFICER �� 1 Orj
HW90N LH
J DA
LU m
V a - PLANTATION BLVD.
0 z
mWarn MAP - NOT 10 SCALE
cu
ti
i THIS RAT IS OF A SURVEY THAT CREA ;li
3 Q I THE AREA OF A COUNTY
�NORDIMA NCE THAT F=X ATES P R N9.9
�SEPLe! ¢S
Q m JOHN L PIERCE, PROFESSIONAL LAND 9WRVEVIOR- MOk sm o-1A,
4 JOHNI L PEROL CERTIFY THAT THIS PLAT VAS
� UNDNGERRwY urPEw" "m "N ACTUAL SW4Ey
ilEFE S S"ORN
r
"CLERLY ID 1TEEl.• THAT D THE �RAT NOT
IIO MICH GARp�"��,
GUM BRANCH RD. R/W VARIES --- —_ AMENDED, 117MESS MY ORIGINAL
LNCEtlSIRE SEAL THIS
SFFL
N.C.S.R. 1308 �A — 1-2596 0
S 2134'48' E 203.41' (PUBLIC) .f�V
S� --_-- -'�'�-- --- JOHN L PE1ME PI.& L-2596 ✓
IV L
NORTH GAROtw� orawM caunf4"'I.I�fIS°�'�
L A NOTARY PUBLIC a THE COIINn AND STATE By
1- THAT JOHN L PIERCE, A PROFESSIONAL WO Y
APPEARED BEFORE ME THIS DAY AND ACKN .,
OF THE FOREGOING INSTRUMENT.
J� .. 'L
LIT
w7Yi��Y HAND Alg,OFFICIAL STAMP OR
JOHN KOENIG INC TJW AEK� tEE S � Me YNAT GAf ,O
TRACT 1, M.B.47 P.38 9E11 grANIP
NOTARY
20* UBLIC
D.B.1576 P.737 3 A PLAN OF 91AOM910N 6 ADOPTED MIlN1 Mr FREE MY OOIMISSION EXPIRES DECE?ED1R '< •. �``:
" \ BE COMPL"M
C. IYPROVONDITS WILL BE S. ALL REQUIRED IMPRONS"IS MLCOMPLIANCE MIN THE .11 �i coo N.
n M«IMIM STANDARDS SPECIFIED BY THE CRY OF JA IMON- W 7r VUIV' \�
h VLIE FOR TER CONSTRUCTION. IXII II II III\1\
O G D. THESE MROVEMENTS WILL L BE FREE NO CLEAR OF ANY n D
W Ip ENCUMBRANCE OR U0L
E THE RIGHT-W-WAY EAS3 0M COMIC EM IMPROMF11FN13
N 3 (WIUTOL GUTTER.
PAVENIENT.E AND COMPACTED BASE ORENAiE. THAT THE JAafSONV9SE PLANNING DEPARTMENT APPROVED I ......
LOTIAMMB t WT7E11. AND DICAIIIED T) PUBLIC PAN(JA SON
pEDIC UAR NT ED AGAINST OF JA AGE RESULTING U& THIS PUT FOR RECO CO AT TIE OFFICE L TIE (INEREGISTER O WESTERN
n Q TIE ARU IIOH A CTIVIT MTMSf M GUA ANEED A DEEDS 4M THE
DEDICATION
ONSLOW ION OF. TW STREETS,
CAROSDERML (TIE an
MONTO"GOINHS ACCEPTANCE FOR IES � �µ� ARID FACILITIES, DIV" PUSIX FACILITIES, EASEMENTS.
BLVD RJW
h A
N�0 RESPONSIBILITYYTO O EN OR Y INTA«NTIE SAE,aUNTIL,Nam F t
n TIE OPTION OF THE GOVERNING; BODY OF TE CITY O- JACKSONMUE. Z IJ 17 PRIVACY
o a
N L �- O� IT IS« THE PUBLIC INTEREST TO DO SO.) IF APPUCASUL Q J g Q FENCE
`I M7E e f w m
oa CERTIFIEDARY « MY It ,,, �' /J__ _ j� (wi G / J A ; 0�D i�
N ��a``F SACKg ,V
ol
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s °: G.i V JOHN KOENIG INC - 0
$O • P(JB�-� ?: TRACT 3, M.B.47 P.36 VIA l_.
Y S o
Ljj ''.�'�n•' ... ��� D.B.1576 P.737
,";I"i I/,I'II
20' HOMEOWNERS ASSOCIATION/
��'•�,,9�HFC9Aapv��.�`�� PEDESTRIAN/FENCE &"LANDSCAPING EASEMENT
NOTES MATCHLINE SEE SHEET 1 OF 2 , FINAL PLAT
1. BULDEq SETBACK DIES AM ESTABLUIED WITHIN THE Ou«ELIES SHOWING
OAF.THE f CITY OF JAOLSOINU.E ZONING ORDINANCE. DATED AUGUST
HUNTINGTON PARK
2. ALL SIRFEIS ARE PUBLIC UNLESS DESIGNATED 01HEIMSE JOIN KOEI 3E M
64REYIUE ROAD
i C OF JACKSONVILE WATER NO BKM TAP FEES, IF APPUCABIE, FAYETIEVILE, NC 2BS0S
RY
(FALIUTES CHARGES MAY NOT NAVE SEEN PAD ON I ESE LOTS BUT 91a661-1976
MIST BE PAD NF PNDR TO THE ISSUANCE OF A BUILDING BUILDING SETBACKS (PER ZONING) WI LLI A M SB U R G P LAN TA TI ON
PERMIT.
4 LL EASORKM ARE TD BE 2C DRAINAGE ♦UWIITY UNLESS OTHER- FRONT = To'35' JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
A
USE SH M. SIDE - 15
S TORS PROPEM 6 LOCATED INZOE V AOCOIMING 10 FONU MAP SLOE STREET = 15' PREPARED BY
570178-000M DATE ems. 15. 1995 NO FEw MAP 370940-0190G REAR - ,s JOHN L PIERCE & ASSOCIATES. P.A.
JULY 2. 1967. IT IS HOT IN A 100-WM FLOOD KAK
409 JOHNSON BLVD. JACKSONVILLE, NC 28541
6. DNVETMY ACCESS UL HOT NE ALLOWED ALONG MLLAMIIRIG
PHONE: [phone] DATE:5-25-0
TRACT DATA:
7. THERE ARE NO AREAS OF ENNROFBENTAL CONCERN ON THISSCALE: 1"= 1 O0'
ZONE - RA
80 ACRES
S. , TS PROPIORTYMICEPT 27 O R SHOWN) OXETQ RR MR L a OF N ms
NE a GRAPHIC SCALE
L OBYEITAY ACCESS FOR LOTS N AND h MIL DE AS FAR FROM VESIERN BLVD AS NNE. - MINIMUM BUILDING LINE DEAR FEET OF STREETS- am
POSSIBLE 10 RESTRICT TUBBING MOVOAENT OOMFWM D&UE - DRAINAGE • UTILITY EAMEMM TYPICAL LOT DIMENSIONS - 81"40' 100 0 SO TOO 2"
CO - CONTROL COINER MMMM LOT SIZE - 5,000 SWAM FEET
10. THIS SUBDIVISION WILL BE BUILT AS ORE SECIIOI NO NO PHASES ST- SIGHT TRIANGLE (37.3170) MA7m 0 SEVER - CITY OF AACXSONVLLE
R/M- RIGHT OF MAY AVERAGE LOT AREA - 17.146 SWAM FEET
11. LOTS 16-28 ! St SHALL NOT HAVE ACCESS 10 PROPOSED VESIORN SLVD. ®- STREET ADDRESS TAX MAP 3JI, PARCEL 19.2E
mm
12 LOT 17 VIAL MOT NAVE OIE AN
CT ACCESS 1D WES1MONT ROAD D LOT 28 SHALL NOT EA =OO5IMG ZINC H SSTAE ( Dl FELFT )
REF: TRACT 2 (M.B.47 P. 127) HAVE DIRECT ACCESS TO LONDOWIEIV"LANE. i inch !t SHEET 2 OF 2
PORTION OF D.B.1576 P.737
---- - - - - -- T.T - -

.................. ..... . -.---
v
QT
AREA S-A
Qua ©G°3G°aO�G�C�C �
v
J�O /
IN TON PARK
RCIJECT ---�
°
gel
WESTERN BLVD. R/W
6_a
L GS
T N P R D�QD�G°a�� ,,, �._.... n
R J AREA 4 UNDEVELOPED POND
(117o4,16 AQ (FUTURE DEV.)
DRAINAGE AREA 1 = 1 , 570 , 077
DRAINAGE AREA 2 _ 490 , 022
DRAINAGE AREA 3 — 1 ) 10 0 , 2- 7 0 NORTH CARPVE PR ENVIRONMENTAL
DRAINAGE AREA 4 = 7 5 9 , 2 L 1 MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
l7-jUL-zw6p
TOTAL = 31919 , 790
DRAINAGE AREA SUPPLEMENT
PREPARED FOR
KENSINGTON PARK
AT
WILLIAMSBURG PLANTATION
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: 8-16-05 RECEIVE
SCALE: 200 F.B PG.
FD2?57p�ING Qt4c JOB # FILE NAME: AUG 2 2 2005
©� CON(p�(�(� �c0� GRAPHIC SCALE BY.
2 200 0 100 200 400 800
{ IN FEET )
1 inch = 200 ft.

LINE BEARING LENGTH
Lt N23'57'30"E 32.25
L2 S30'01'17"W 40.28
L3 S49'47'59"E 67.03 °q / "p/ .fir
L51 N23'574300E 32.25 ��k y X n d
L52 S21'34'48"E 203.41 \ do R / I TURNING � N/F S ro
CURVE TABLE /{y) / TO BE dlsmlPEo
q / / TO LEFT TURN ONLY JOHN KOENIG r - O c MCHIMOND PARK SECTION I
CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT SA / N I Z r Z I ( I OF �Ar
yq / / h Fart 2sa rRo11 D.B.1254 P.762 D + I I I
S51 28'36"W 1670.70 5458'13" 1810.00 1736.54 9aL63 \ (7/ / INTERSECTION _ . YAWAMS&1R0 PLAIITATION 9TE
Cl B-1 X �+ M.e.36 P.101, SLJ-e4e
C2 S68'40'50'W 232.11 T21'09" 1810.00 232.27 116.29 / / / / MCHMOTD PACK' SECTION I _ 1 I '�j $v I r r _ #
C3 S7538'34"W 207.49 6'34'19" 1810.00 207.61 103.92 / / / VERIFY EXISTING WATER MAIN LOCATION AND ADJUST ai 7
C4 52309'43"E 71.27 3'08'Ot" 1303.26 71.28 35.65 \ INLET LOCATIONS AND GRADES AS REQUIRED TO AVOID CONFUCT. ' r b 95 r 94 r ; 93 r 92 I 91,' a
wwA34 P.63 PLANTATION
\\ \ ( ) M.e.3+ P.e3 st r 330 ` _ m >
CS S51'3432"W 601.83 23'43'56' 1463.41 606.15 307.49 /
C6 S37'54'01"E 85.83 24*46*50" 200.00 86.50 43.94 00 / `seer \ \ \ g 'iITS3 3DYNnaO TP
C7 S52 05'S9"w 42.91 24'46'50" 100.00 43.25 21.97 / ' miina of -
C6 S23'32'S7•E 13.69 3'S5'20" 200.00 13.69 6.85
WILLIAMSBURG PARKWAY - 80 R/W(PU IC)
C9 N22'26'50"W 29.99 1'43'06" 1DO0.00 29.99 15.00 68 / / /W Pt -
CID S71'57'59"W 463.03 13'55'27" 1910.00 464.17 233.24 /' / ///J MON FOR 1sO' -
C11 S64'29'51"W 136.53 7.49'44" 1000.00 136.64 68.43 / VICINITY MAP - NOT TO SCALE
C12 S44'47'28'W 884.47 31'35'02" 1625.00 895.77 459.58 /'' i // SO -`'- -0 -
C13 S54'03'39"W 200.77 28'42'09" 405.00 20289 103.62 yt !� 39.4234 t N394234• E e20.W
C14 N84.42'34"E 337.42 90100'00• 238.59 374.78 238.59 'ti REf�Hf �'s< �T\ Sy�sta2 C -
C15 N55.38'44"W 37.33 10*42'37" 200.00 37.39 18.75 g,":�, _
SET IRON STAKE (, EXISTING OUTLET STREAM
711177
C16 S54'03'39•W 359.41 28'42'09" 725.00 363.19 185.49 MH = MANHOLE t / K ENTRANCE � 3p pdOE s
IT
C17 S71'57'59"W 487.28 13'55'27' 2010.00 488.48 245.45 / 9" D&UE = DRAINAGE & UTILITY ESMT. Apr I R Jr g PRE-CONST Z�
C18 S44'28'53"W 1269.11 41'02'46" 1810.00 1296.66 677.56 / _ ��p / 8 �A( O I 86 = Q' 0.'8 eh Btrr�EeSEMENT a
WV = WATER VALVE 2� / Y 87 m 09 fps O ?j
FH FIRE HYDRANT kr
RCP = REINFORCED CONCRETE PIPE Ir cg 4r \,k _
/ 6.02 AC
MBL MINIMUM BUILDING LINE 47, /ry / 4)r AY e Y qrl 0=51.77 C eT PRIVATE
S.T. = 37.5' X 70' SITE TRIANGLE �p o / O / yysk sa V- 1.14 fps SOCCER AREA
_ x 45.2 SPOT ELEVATION !�` .� \
ti l x® = PROPOSED ELEVATION ?5V ~ .178
/ Si»WETLAND EYiSTNC CONCESSON SLIDE SKP404 O
o'
OTES: f �► = DIRECTION OF FLOW / / [� 1 I AREA I 4 1 STMO (PRNATE)
INV. INVERT f4- •� •MZy / C7► : '
/ 1. ACTU PROPERTY LINE RUNS WITH CENTER OF CREEK. G.V. GATE VALVE y � "i / r / y. L t \ \
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS 0 2. SE ACKS: FRONT-35% SIDE STREET-15; SIDE-10'; REAR-15'. -X-X- SILT FENCE ���- \ O
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY �, ''i / CB CATCH BASIN p e ` h O / VANDERM z1's ���
c1; 3. AL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS = Q d�Q / V �S' ER y -� 32
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN !^ r OTHE SE NOTED. JB = JUNCTION BOX "� �� < q A / 50 R/W (p L LA Oe?� �\ ^ oNN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE / 4. T DIMENSIONS ARE SCALED. DB DIVERSION BERM � � / / V d" •/ O \ TRw V �- �� \ p
CLEARLY INDICATED; THAT THE,,RJITIL�''O�F„PRECISION /i 5. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED. _ �`�y ��fr / 83 E $5 r¢ h �� \ \ R \
AS CALCULATED IS 1:10,OOQ&; T@�1659 / . ALL FLARED END SECTIONS TO BE LINED WITH CLASS ONE RIP RAP ROCK CHECK DAM h / / O� o c \ 41 /
ORIGINAAL� SIGNATURE, UCE, - @ SEAL r0.S SHOWN ON DETAIL SHEET. t�T--tT = 4r�S / 84 MAINTENANCE PLAN \ \ M
THIS-13P-- DAY OF _ _ ;;,A IML /, 7. GRADING TO BE LIMITED TO GRADING LIMITS AS SHOWN HEREON. 1 1 DOUBLE CONIC. BLOCK FILTER / O4 / / �bAr O INW33•Y3
/ S. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND ® RIP-RAP APRON N 1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
-4,
SEAL - /'O r PAVEMENT INTERSECTS TO HAVE 30' RADIUS. _
-� _---- ° /, 9. TOPOGRAPHIC SURVEY PROVIDED BY OWNER. -SF- = SILT FENCE �Ar / 82 t' _ F T FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
JOHN L. PIERCE P.L.S. 6 U. 10. ALL INTERSECTIONS WALL HAVE HANDICAP RAMPS FROM STREET TO D&UE DRAINAGE & UTILITY ESMT. I p2 q-�� ,Q1 PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. 20' DRAINAGE 4 unuTY EASEMENT
SDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVIUE'S SPECIFICATIONS. / / AI• "20 OMlE r = ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO MAINTAIN ALL
G ? HANDICAP RAMP 5 37.0' /:
i � 11. ALL CUL-DE-SAC WILL HAVE 50' RADIUS. � � qr PRACTICES AS DESIGNED.PIE ..,;: O �` sr
"'nI";.„ yh 12. SIGHT DISTANCE ARE 37.5'X70' AT INTERSECTIONS. ��/ = TREELINE .� 74 73 12 2-SEDIMENT MILL BE REMOVED FROM ICE SEDIMENT TRAP AND'BLOCK
5 47REETNTERSECTIONS A FURNISH
CCORDINGSTREET
TO CITY STANDARDS.SIGNS AT / »<r s 4 ? AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY
-87 S.Y. 6"RIP RAP i W HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED
�i 14. SIDEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF 1' THICK W/ GEOTEXTILE UNDERMATTING '� le OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS
cy. r o PROPERLY. N A
15. THIS
STET STANDARDS AND AS SHOWN ON TYPICAL SECTION. ® O q, y9 r>,, \ / I \ W p
i 15. THIS ATE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA MAP - STOP SIGN r rr tisL 3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE O
\ / / A370178-00019 WITH AN EFFECTIVE DATE OF FEBRUARY 15. 1985 AND MEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE
FEMA MAP p370340-0190C WITH AN EFFECTIVE DATE OF JULY 2, 1987. GRADING LIMITS 75 TRAP 34 SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SGL yr & 80 1 I BARRIER. A p \
/ , i CONDITIONS PRIOR TO CONSTRUCTION & CONTRACTOR'S RESPONSIBILITY L' to 013 I O 4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, wl
C, PROPOSED / J i 72 AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE c
S / T( COMPLY WITH THE CITY OF JACKSONVILLE'S COMPACTION / O / H I F- y s $
\� � DITCH 3:1 J / W PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. c m
J r STANDARDS FOR ALL STREET CONSTRUCTION. _� ' E_
17 SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND SIDE SLOPES Q bA / i/�/^4' ~mot �m >g 5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY �- �,E
SWILES AND TO STABILIZE SIDE SLOPES PER THE CITY OF N/ Ebly 4 �dUE a MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL
\ �Lf ' / �` JAKSONVILLE'S EROSION CONTROL SPECIFICATIONS. JOHN KOENIG INC / r / e 79 g 3 .a n Nvoos�` I VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION.
71MMMG LANE e 18.ALL DRAINAGE PIPES TO HAVE FLARED ENDS. TRACT 3, M.B.47 P.38 Ko eI i z3 X 33•6 I 0 P
\ \ / 19.ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE B // O 78 J 77 76 SI a� O - xt DITCH oeutT ptAOE 1Q
F ro BE REswtiPEn ��� B-1 g 71 W y
To IFFY TORN txlLr BLO K FILTER (SEE DETAIL). b0 n - �' x
\ \ '\ iNTT3 200' FROM cn �' / 20. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG 1MLUAMSBURG i`[`{ / /� / 11 br - - 3sMe� J =ttoo _ - y-
Q co % rt PARIIWAY. h O C% n 12 Q
\� \�/�\ 9'42'34 E 238s ' 3 x CITY OF JACKSONVILLE
)) 21. Al HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM Vol re t72t9 T( j i RECREATION AREA
L ` f� : BUILV6., SETBACK. o`y O 2'PEDESIRIAN
9 9.NO ACCESS g e RM-6
ILL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF / O /O / �26 .o _ _ e
3. NITRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC I\ � A a} \` F� 70 ' TRACT DATA O /
0RrS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR // �Ar �/ s/ / �a 31 0 .zo E[t 2
as kALT ON ANY ROAD '_D THAT IS TO BE ACCEPTED FOR CITY poi 56 \ ( b 69 S > ZONE - RM-6 AND B-1
MAINTENANCE. J7 3 .r� �\ y = 'VITAL AREA = \'N cVi
24 TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED AT p"3 10 57 j+ � P AVERAGE LOT SIZE 8= 14,750 S.F. -/ON� ma=
AL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE. R O a \ S T•;TAL NUMBER OF LOTS 85
\ / O 59 \ In z1195 L"+EAF FEET OF STREETS = 6650 50 R W P\RM �
\� d 2. ALL INTERNAL STREETS TO BE 31' BACK/BACK (UNLESS OTHERWISE 4 r 58 " / 9S y /
INTERSECTION SIONwZATIp1 SOWN) ,t ZY 60 AI \ f 'YP. LOT DIMENSIONS = 85'X 140'
MDOFIOAnas TO SE
COORDINATED 2 SIDEWALKS ARE TO BE 4' WIDE & HANDICAP ACCESSIBLE MEETING / y WETLAND O \ 68 MINIMUM LOT SIZE 5,000 S.F. (BY ZONE)
TRAP WATER\SEWER = CITY OF JACKSONVILLE
IN CON•AINCTION w/N.co.o.T. A REOS.. 27. DRIVEWAY ACCESS FOR LOTS 16 AND 81 WILL BE AS AREA � DISTURBED AREA = 38.2 ACRES yg
FIFFROM WESTERN BLVD AS POSSIBLE TO RESTRICT TURNING / 11 55
�����MMMMMr TOTAL ACREAGE IN REMNANT TRACT =t1426.6 ' >
I M ENT CONFLICTS. / A »E ` ` SFI3ACKS: 35' FRONT, 10' SIDES; 15' SIDESTREET; 15' REAR
29.OS SUBDIVISION WILL BE BUILT AS ONE SECTION AND NO PHASES. _ k (PER PROPOSED RESTRICTIVE CONVENANTS(EXCEEDS ZONING REQS.))
29.OTS 16-28 & 61 SHALL NOT HAVE ACCESS TO PROPOSED ��'r / & 54 1 0 ,s['s�I
03T iWEERN BLSHALL NOT HAVE DIRECT ACCESS TO WESTMONT ROAD AN / 12 / @rOi O-r' 53 R 52 Y 51 , m Q ACREAGE IN PARK = 16f ACRES HAS BEEN DEDICATED TO THE COJ FOR THE ENTIRE \\ L+
Ib J+ LOTS SHALL NOT HAVE DIRECT ACCESS TO LONDONBERRY L. O O O 49 I _ 1° I 67 WILUAMSBURG PLANTATION AS IT WAS SHOWN ON THE APPROVED MASTER PLAN. RE CE I Y i����D
Y_ •qa y 31. 1 ROOF DRAINAGE MUST BE DIRECTED SO AS TO BE PICKED-U o [°'re 3S�eel R W e J3,
3 r�'^i 3zs tS BYE POND, ALL IMPERVIOUS AREAS MUST DRAIN TO POND. / 3t.o' \�
4 Of ��r 41*5
RP CULVERT OUTLET PROTECTION� l +l _ zeT 29�- J I 'ovtk 0 PIPE WIDTHOPIPE LENGTH WADTHGEND THICKNESS CLASS RIP-FMV 5 ZOOS \
,J�� Q7 3 err, t\ \ X 45.6 // / 40 ry\ [ °U .�` -�- o- - 9 I 66 �\ F 6' 9.5' 11.5' 12' A I W DWQ
ti8f\ ^^D�G. ti r? _`11!4'b,. 4n \ / l`s / &' ^ a, ♦ \ \ ,9a ,9s a W M - P 7.5' 11' 13.5' 12" FW#
/ r,4
` O GLENBU EY DRIVE 50 R/W( UBLIC) 0A"`A . CO Pqo 4 41
'I' - - 1-1 'DD'LYI = 11 7.5' 11' 13.5' 14' B
�oQ' .t0„ ♦ �' C� \ QSa 14 / 42 35 OL 65 )
V w R r KK 4' 8' 9.5' 12" A C I
44 AA 45 46 47 48 ) ( R `�'p, �. ",` =
O & LL 4.5 9' 10.5' 12" A _ �. I SP n( `
m� tU 300 _l-- II MM 12' Ia. 22' 14" B 18148
a7 Y DIIO dG IMV-2e.29
o• 20'D" X B '°
/ STORM PIPE DATA (ALL PIPES ARE RCP S,on� FD).� O $ I 64 NN 15' 21' 26' 14" B �b
o � C FF 1 " YI • - r_INFtA ;4
Rational Method: UNLESS OTHERWISE NOTED) 'f rNv- 14 'fly 37 O DIs DIt1
O=CIAO=1°.35)(6.5) (A) 0=2.275(A �'�,�- 42• r \ �• \ w 36 o zobavrE 31.0' \ 00 12' 30' 34' 16" B
16 <9 s 35 y 009►1 z7\,
/ PIPE AREA(AC) 0 SLOPE LENGTH(FT) SIZE(IN) I '��O ,�� y. 4EArp, \ a
A 2.36 5.37 0.54 47 1e $ 29 g rn Water, Sewer & Stormwater Design By.
L \ V 33 g 32 31 E S O o
B 2.50 5.69 0.54 138 18 6 11'i 63 p ,
C 2.92 5.69 0.54 138 18 >Af -��\ ��r j \ �� _
D 3.22 6.64 0.50 79 1a ,K� 8 sw �' CRYSTAL COAST ENGINEERING, P.A.
E 3.22 7.33 0.50 148 24 VELOCITY `�- \ b 17 \ ` ,tt[Q Cszo DD ttlss6'/ t 191 � � 3817-9 FREEDOM WAY - HUBERT, N,c. - 2=9
F 5.20 11 .83 0.50 112 24 5.57 fps gryS `§ \ tz'[9 lL.[9 ky. ,1L'rA As• og .` Phons (910) 9E6-0006 Fat (910) 3E6-00e0
G 1 .65 3.75 0.50 48 15 ' L3 \� \ �$ O \ �,�_ I ' \ i
' H 1 .65 3.75 2.50 95 15 ,� 18 g www.o{rytalcoeatenElaserinE.00m David E. Newsom, PE
0 I 2.07 4.71 0.50 73 15 30.0 - - `� 62
J 2.31 5.26 0.50 149 18 STORM GPAINAGE STRURES: \ \ \ � i9 $ \ Ru M Z� �9•[�k , 1 '� ' -27. PRELIMINARY/GENERAL PLAN
K 0.61 1 .39 0.50 31 15 'wll� R I E ',- , ,y9'9Z1
L 3.45 7.85 1 .39 190 15 e $ t O / .a w19 •L9t
M 4.95 11 .26 1 .22 151 18 CATCH aISIN(CB): DROP INLET 1) : 1•s \ 20 g D _ _ _ ^" GRADING & DRAINAGE PLAN
N 4.95 11 .26 0.50 161 24
CB TOP INV DI TOP INV \ 21 23 '�` 61 STORMWATER/EROSION CONTROL PLAN
0 3.85 6.76 0.50 31 24 1 40.3 36.65 1 37.8 35.66 �_ _e 2Z $ $ 26 `A�k 1 � 'Mw��
P 9.26 21 .07 0.50 181 30 6.44 fps 2 39.:I 36.40 2 36.5 33.79 ! _ �1 /
O 0.18 0.41 0.50 37 15 a 38.0 34.53 a 41 .0 36.26 / J' �� 24 $ 25 ARE D �8y PREPARED FOR
R 0.76 1 .73 0.50 259 15 / 42
5 42.3: 38.82 5 42�3 38.09 Ai' S./ {
S 1 .70 3.87 0.50 37 15 , � Huntington Park Section I
6 38.7E 35.15 3 41 .0 37.43 N kP �09
T 1 .92 4.37 0.50 130 15 : !O WETLAND / 24 OF
U 2.40 5.46 0.50 131 18 7 38.8 35.3 37,5 34.5
V 0.50 1 .14 1 .05 43 15 8 36.5 32.5 1 36.8 33.01 i
9 33.0 30.0 136.0 32.5 w g WILLIAMSBURG PLANTATION
Yr o.ae z.00 1.00 1a6 1s "� , JACKSONVILLE TOWNSHIP ONSLOW COUNTY, NC
10 33.0 29.85 35.2 31 .30 !J
x 3.77 8.58 1 .65 178 15 J
11 43.9 40.4 34.0 30.37 1
Y 4.49 10.21 1 .55 96 16 TEMPORARY SEDIMENT TRAPS: \ � PREPARED BY
12 43.6 38.22 36.5 33.79 JOHN L PIERCE & ASSOCIATES P' A
Z 1 .21 2.75 0.50 31 15 PFR = PEAK FLOW RATE
13 43.6 38.92 A`IFY
AA 2.23 5.07 0.50 151 18 SA = SURFACE AREA \ �� L. ,
14 43.5 38.74 PROP t 409 JOHNSON BLVD. JACKSONVILLE NC 28540
88 7.14 16.24 0.55 92 24 Q `o REVISED 8-27-04
15 42.a, 39.34 PROPOSED _ • REVISED 7-23-04
CC 7.55 17.18 1 .1/ 108 24 16 42.3E 38.83 TRAP WIDTH LENGTH DEPTH AREA(AC) PFR(cfs) SA(AC) >= PFR'0.01 WEST -346-9800 DATE: APRIL 12, 2004 REVISED 8-03-04
DD 1 .68 3.82 0.50 35 15 1 20 42 3 0.56 1 .27 0.019 0.013 ERN APPROM910 „ , REVISED 8-31-04
t7 37.9T 33.76 BQ(f INw2s7 1 =100 F.B PG. REVISED 9-30-04
FF 10.73 24.41 0.50 185 30 19 34.54 32.22 3 30 772 3.5 1 .65 3.75 0.050 0.050 LEV,gRD 200, /W NORTHCAROLINAENVIRONA JOB � FILE NAME: REVISED 10-26-0
GG 11 .26 25.62 0.50 a2 30 4 30 84 3.5 2.0 4.55 0.058 0.046 R �' MANAGEMENT COMMISSION REVISES 11-01-04
20 34.6. 32.04 �� REVISE 11-0$-04
HH 12.43 28.28 0.50 31 30 5 30 84 3.5 2.0 4.55 0.058 0.046 DIVISION OF WATER QUAUTI(
21 33.9 30.16 -� �- REVISED 11-19-04
11 12.62 28.71 0.50 143 30 6.73 fps 22 33.9 30.0 6 30 84 3.5 2.0 4.55 0.058 0.046 "� r T� J GRAPHIC SCALE REMjF6 1-226-05
JJ 0.36 0.82 0.50 31 15 23 33.5 .29.5 7 30 84 3.5 2.0 4.55 0.058 0.046 1�- JLL- Zcxxp REVISED 2-23_05
KK 0.36 1.82 1 .50 31 15 4.44 fps 24 33.5 29.35 8 25 62 3.5 1 .2 2.73 0.036 0.027 100 0 e0 1e9 200 Coo
CORRUGATED LL 0.83 1 .89 0.96 82 18 4.44 fps 25 42.48 38.58 9 25 82 3.5 1 .0 2.73 0.036 0.027 OWNER/DEVELOPER:
ALUMINUM--------___,,MM 70.2 60.3 0.45 156 48 S.9310.0 fps JOHN26 34.82 30.66 N/F 6432 KOENIG N INC REVISED 3-21-OS
NN 72.6 165.2 1 .45 140 60 10.09fpa JOHN KOENIG INC ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS FAYETTEVILLLE, NC 28303 >N FEET ) REVISED 7-21-0 REVISED 8-16-05
ROAD
00 72.6 165.2 1 .40 40 48 15.41fps
PP (SEE DATA ON PLANS) TRACT 1,B_1 P.38 OTHERWISE NOTED. 910-864-1978 IN R OF 1
REF:TRACT 2, M.6.47 P.38 SHEET 1 OF 16(SEE SHT 12 OF 18) 1 inch = 100 it.

/ / �
/ ; . �'
/: / _
/� ,/ / 1
I
ti;' - - _ 49 ml .
- / STA: 0+00 / „ -
r
STA: ,a+es.s, / 8"x6 ZEE, 8 az
_ — - I i o/ 53 51' G.V. & 6'� .V. in i r
5 2 �, 0
8" / ` - - -- 10� STA: 6+97.80
STA: 9+4{.89
i�
k6 _ — — — 15'MBL — — r -
FjRF �EF 35MBL - - - -- - - - - - - - (n
— _
car , 3 G.V.
/ '9 - 270.74 LF 8" SS . MH18 P '
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REV.5-5-04 LAND SURVEYING - LAND PLANNING - MAPPING
REV.8-04-04 409 JORNSON BLVD. - JACKSONVILLE, N.C. - 28540 DISK
REV:9-30-04 Phone (910) 346-9800 - Fax (910) 346-1210
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REV:5-5- 4 4 OF 16
REV.7-23-04 LAND SURVEYING - LAND PLANNING - MAPPING
REV.8-04-04 409 JOHNSON BLVD. - JACKSONVILLE, N.C. - 28540 DISK
REV.9-30-04 Phone (910) 346-9800 - Fax [phone] FILENAMELM ymi
REV:11-19-04
DATE 4-12-2004 SCALE AS NOTED DRAWN BNJ DESIGNED DKN JOB N0.
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JOHN L. PIERCE & ASSOCIATES, P.A. 5 OF 16
REV.5-5-04 LAND SURVEYING - LAND PLANNING - MAPPING
REV:7- -04 DISK
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REV a-04-04 409 JORNSON HLVD. - JACKSONVILLE. N.C. - 28540
REV:9-30-04 Phone (910) 346-9800 - Fax (910) 346-1210 FILENAME
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DATE 4-12-2004 SCALE AS NOTED DRAWN 8N J DESIGNED DKN JOB N0.
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PVI ELEV = 42.90 RUNNYMEADE DRIVE — 50 R/W CRYSTAL COAST ENGINEERING, P.A.
A.D. = -1.87 hone [phone] s l) 325-0000
K = 53.33 www.crysWooawtenginoodug.com Dada K. Newsom, PE
SCALE : HORIZONTAL = I'= 40'
100.00' VC PVI STA = 5+00 VERTICAL = 1'= 4'
PVI ELEV = 38.15
A.D. = 1.32
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JOHN L. PIERCE & ASSOCIATES, P.A. 6 OF 16
REV.5-5-04 LAND SURVEYING - LAND PLANNING - MAPPING
REV.7-23-04 409 JOHNSON BLVD. - JACKSONVILLE, N.C. - 28540 DISK
REV:8-04-04 Phone (910) 348-9800 - Fax [phone] FILENAME
REV:9-30-04 MMYWADEPP
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- - ----- - ---- - - - - -- - - - -- -- -- ---- - - - - -- = *4' '�'+�.
-_- -_ -_-'-- ----
- - - - - -- -- - _ = - __
- - - - _. - - - - — - - — -- - — - - ra PROPERTY OF:
- -- -- - - - - -- - - --- - -
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- - - - - -- -- --- - - --- -- - - --- - _ - - -
- -- _
- - _..__...- ._--- - _ _ ---- - - - -
- - - -- - - - 81 f 1
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. _: _ - - _ - - _ - -
-: - - - -
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-_- JOHN KOENIG
--- --- --_. --- -- -- - - -- -- ---- -- ---- - -- -
- ---- - - - - - - - - - - �y
- - .
_. - - -. -- - - :
- - _ _ - -
- - - -
- - -- - - - - - - - - -- -- - - - - -- --- -- - - - NTY, NO- - - -- - -
0+00 1+00 2+00 3+00 4+00 5+00 6+00 SHEET NO.
JOHN L. PIERCE & ASSOCIATES, P.A. II OF 16
-7 LAND SURVEYING - LAND PLANNING - MAPPING
!E / 1131�.5 REV:7-23-04 409 JORNSON BLVD. - JACKSONVILLE, N.C. - 28540 DISK
REV:8-03-04 Phone (910) 346-9800 - Fax [phone] FILENAME
REV 9-30-04
DATE 4-12-2004 1 SCALE AS NOTED DRAWN BNJ DESIGNED DKN I
JOB NO.
---- -
- - -
r

I E MANHOLE
.� SEE CHART �J A egos.GRATE
ON BASED
FRAME
R
I _ I FRAMEME dt GRATE CH �1 2000
TOP of CURB NOTES,
e!n s•MN 1• SIZE OF INSIDE PIPE SIZE COMING TO EQUAL ECCENTRIC LONE
O I2' 1/2' RAD. -\FT /11
mm mm e a a m 8' 24' 8'
O o°O o 10, m m mo m m
O B' T 8' BRIgG B' .�3' RAD. 1/8' RAD. $� mO°O f°� $S� gm� tjm
2 Y
O 3 0• .
TURNING LANE NCSR 1308 PAVING DETAIL ADAPTER: 5. VARIES - 48' MIN. 5'
A$ NOTED R.C.P. SEE CHART ^ NOT ro SCALE PVC: ADAPTER
- SCH 40 PVC
N.C.D.O.T. WILL REWIRE SXX.XXX DIP: OMNI COUPUNG
O0 PERFORMANCE BOND DIP TO PVC SCH 40
O4' • L 2,_0, RUBBER BOOT WITH S.S. SANDS SOLVENT CEMENT CROSS
O ° -�
e Bed a er Bed °
4• e• B- J 5' o• N,C,D,O.T. STANDARD 24' CONCRETE CURB & GUTTER SOR35 PVC OR pP
CLASS RIP-RAP (SEE CHART) 2300/ CONG SCALE, I' V-0'
SEE CHART FOOTING MIN. He' JOINT, DIAMETER / STAINLESS STEEL STRAP
AS SHOWN AN PLANS
WIT
GEO-FABRIC TO BE I /� LAG S.S. EXPANSION
INSTALLED UNDER �/ I Ir or_ HII STRAP To
RIP-RAP APRON RIP-RAP TEE
OUTLET PROTECTION BE LOCATED 0
(NOT TO SCALE) TYPICAL CURB INLET
CH BN 2000 ,� MA1
NOT TO SCALE VEIRKPERPENDIgLAR TO FLOVI I 45• LE WA 40 INVERT
50' OR 60' RIGHT OF WAY I (MAX) OUT TOWARDS INVERT
OUT
5 ft NOTI�icltSTONE� L
�I MIN
a
o �
1800 cu ft acre 2 15.5' OR 18.5'
11 PIPE DIAMETER, BUT
11.5' OR 9.5' 11.5' OR 9.5' EQUAL A EX OUTLET
,� ?> 5 ft MAX SF 9.5 B 2' I NOT TO EXCEED 2'.
rL' SUPERPAVE GEO-FABRI CLASS A'RIP-RAP
0� 0 3, 2" ASPHALT 13.5 OR 16.5 I�, M� 4' NINIMUN I
No. 57 STONE f
MINIMUM 1' THICK SLOPE 1/4':1' C&G 1 4": 1' SLOPE CYG
FILTER FABRIC ROCK CHECK DAM
CROSS SECTION 4%ONC 8"COMPACTED STONE SCALES I'm 1'0'
SIDEWALK
6" BELOW SETTLED TOP 27' OR 33' "COMPACTED
DESIGN SETTLED RIP-RAP 6TONE N EXTEND
OVERFILL 6" 31' OR 37' 6' BEHIND CURB Inside Drop Manhole Connection
TOP \ \\21^ MIN OR SETTLEMENT
No Scale
_ TYPICAL STREET SECTION 200' R/w
=_
-1 -� -� (WEIR)
- 4 ft t MIN� =''�_rr- -T IIIII-
I NO SCALE I
5 ft 1.5 _ I I 20 s 9.s a SLOPE TO
ft 'I z' s9ae
I 2:1 SIDE e' 6' HY 6' NATURAL CRAM
M III: 30' PAVEMENT 30 PAVEMENT
FILL - SLOPE MAXSHOULDER_ EMERGENCY BY-PASS 1/4' PER FT. MIN. ( 1. 1/4^ PER FT. MIN. 1.
FILTER =I 1:1 SIDE SLOPE 6" BELOW SETTLED TOP
FABRIC MAX OF DAM Fy + I f s+
� �� tawAcrts ML ts•nMt �s/--
33 fry t MINT NATUR,ILSLOPE O GRADE 'Aec vi1p�ABLE v'NeA�ele
NATURAL GROUND °•
STONE SECTION COMPACTED EARTH 2-,/Y1 ,9.oe COMPACTED EARTH ABC 2-t/2' , f9oB- 6-
I'
TEMPORARY SEDIMENT TRAP TEMPORARY DIVERSION BERM ° A°` EXTRA ROUGH
(D-8) WESTERN BOULEVARD BROW FINISH
SEEDING SCHEDULE CROSS-SECTION
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM 2AU tl�NCITH (FT.) HAROFN�
GRADE PRIOR To SEEDING. APPLY UME AND FER71UZER AND WORK INTO <2x 100 -
SEED BED. DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. 2 TO 5X 73 ::•''. ,. n/Y Mot totouNe cam ..�.. •:':..'^. .
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY 5 TO 10% SO / ::`:''+'':'•" VERIFY W/
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND NTH ASPHALT TALC 10 TO 20% 25 ���.�.. �'•r"
WHERE SLOPES EXCEED 4S. >20X 16 .••L :''. CIVIL DINGS.
EXISTING ROAD APPLICATION RATE BEL EROSION AND SEDIMENT CONTROL PLANNING' j ; r'
..:.i': .. �•i 00
MATERIAL AND DESIGN MANUAL, O.N.R.C.O. 190. '.�.;:. c.;..,... .'' 3 0000
o a o 0
LIME 2 TONS/ACRE I o0000000
201E SUPERPHOSPHATE 800 POUNDS/ACRE o000000000
MMRIM 2' s 2' s 40' °000000 000°0000
FERTAIZE R(10-10-10) 1000 POIJNDS/ACRE OAK POSTS Olt OTHER
MATERIAL °o 0 o°O0°o 0 000000000 000
OVED
APRII - JULY0°°00000
FESCUE. KY-31 SO POUNDS/ACRE tlGD::BIIfN.AP SHALL 6' SPACING (MAX)(MAX•) Y• °, s ts' o 0 0 0 0 0 0 0 0 0 0 0
DODO 000000
(HULLED) 10 POlNG05 ACRE NOT BE USED. '. 09900960960 txeta[1<WAOK REQUIRED o 0 00°0000 �G 6
BERNUDA HU,i m /
R/W RAN JANUMY - MARCH !4 yELDEo wINE MESH 0
9
0
0
0
0
0
0000 3- MIN
MDM AS o000
FESCUE, KY-31 50 POUNDS/ACRE
BE7tL1tX)A (UNHULLED) 20 POUNDS/ACRE DITCH DETAIL TRUNCAI7'D
RYE (GRAIN) 25 PWN is ACRE ' i;:, ,:t• NO DOMES �O
50' MIN. �'''''• N(,
ST:PTEMBER - NOVpJBER CAIM
•�+.`••'.
FES(XIE, KY-3i 50 POUNDS/ACRE -j. •+ SAeN
LENGTH
LIILCH 2 TONS/ACRE •�'• A A NOTES
1) RAISED TRUNCATED DOMES W1114 0.9
CONSTRUCTION ASPHALT TACT 300 GALLONS/ACRE J INCH DIAMETER, IN INCH HQGHT SHALL
ENTRANCE NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS "qT( '+: R\SQ .L� SPACED ON 2.35 INCH CENTERS SHALL BE
p teKl9D EIaK '.;: :,^:%.'''<; •Oj3, INSTALLED ON THE HANDICAP RAMP. THE
PROFILE 12 MIN. DI P. O l .q RAISED DOMES SHALL BE PAINTED A
(SEE NOTE) UNDER NO CIRCUMSTANCES MAY 'WEEPING LOVE GRASS' BE USED. RUN WOODEN POST ~•.n ;• . JSA6 .,::: f0 C�" v'P CONTRASTING COLOR 1b THE RAMP.
GEO-FABRIC S wail + Vx I aaet
PLAN VIEW JO 2) RAMP AND FLARED RAY ONLY TO BE
BACKFILL a Oa ❑O ❑❑ COLORED BATTLESHIP GRAY WITH
SEEDBED PREPARATION NOTES: EROSION ! SILTATION ;. 2'CONC. CURB AC STACROMP
COLOR HARDENER USE
wtm�.•, .. . STAMP 'HR-100. ON RAMP AND FLARE
CONTROL FABRIC GROUND LINE °�'1A� � GUTTER (TYPICAL) SURFACE.
t•- ..tn. Ged aline 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. ,•.:°� 1
+'K CJ� ❑� �� '. 3) COLORS TO BE DYE MIXED INTO THE
1. Stone size - Use MSHA @zs No. 2 (2-1/2• to 1') or AASHTO 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE ;r ,..'.... _ _,.. :,- _
designation M13, size No. 2 ( 2-1/2' l0 1-1/2'). Use TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6" DEEP. i •'•'• 24' Moll. ITN-Tf-T�_ 1=�
crushed storm. 3. 1005E ROCKS ROOTS AND OTHER OBS1Rl1CIlONS SHALL BE REMOVED FRW THE 12' ;y/� EXTRA DEPTH REQUIRED ��s� T-�-,I CONCRETE MIX.
2. Length - As effective, but not lea than SO feet. SURFACE SO THAT THEY MILL NOT INTERFERE MTH THE ESTABLISHMENT AND �y�` FOR ION-STABLE SOILS
3. Thickness - Net lea than sis (6) inches. MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, ff
25'
4. Width - Not lea than NN width of oil points of AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. SECTION �, �-
ingress or egress. Minimum of 12'. 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME To BE ACCORDING TO SMDmc NCDOT HANDICAP RAMP DETAIL
SPECIFICATIONS ABOVE IN ADDITION, PROMOS 15 LBS/1000 S.F. OF SUPER HdeaK�•
S. Wo@nhq - When tteceserY• wheels ehdl M deanad !o PHOSPHATE TYPICAL INSTALLATION OF SILT FENCE
remove sediment prier to entrance onto public right-of- S IF SOIL TEST IS TAKEN, PROVIDE UME AND FERTILIZER ACCORDING TO SOIL TEST NOT TO SCALE An WI E CON�,TF_ GI OCJ( FILTER AROUND CATCH BA�tl NOT TO SCALE
way. When washing Is required, N " be done on an REPORT•
area stabilized with crushed stone which drains into an 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED MTH THE SOIL
approved sediment trap or sediment basin. All sediment WRING SEEDBED PREPARATION.
" be pr eve ntod from entering any storm drain, d teh.
or watertwwes through use of sondbage, gravel, boards DETAIL SHEET
or other approved methods.
6. Maintenance - The entrance @tall be maintained In a PIPE ID + 2'4' RE-BAR PREPAREDIFOR
condition which will prova t trodteng or flaming of PIPE I.D. +
sediment onto public righter-of-way. This may realuke 3• 7 1/r 6• 12' O.C. EACH WAY
periodic top dressing with addltiortal stone es conditions 2' 4"
demand and repair and/or doonout of any measures used to °O
trep sediment. All .�iment. sp� way« r Huntington park Section
tracked onto public right -of-way must be removed 6' e. � RICK 1/4' D h.
NX•'F]HING 6• 2'-0• ' ° W I L L I A M S B U R G P L A NT A TI O N
Immediately. I2 6' EXPANSION NA7QdAL 1/2• Rao �ryg• JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
STABIUZED CONSTRUCTION ENTRANCE (D-5) GONG H 1/2 PIPE LD.
NOT TO SCALE GROUT - 3• RAD, 1/8• RAD. JOHIV L. PIERCE S. ASSOCIATE ,
FILLm 7 PHONE: 910409 N0 N BLVD. J
346 9800 DATE: 4-12E� NC 28540
04
CONSTRUCTION SEQUENCE OF EACH SECTION • • I
° a • 'd , a 31' ++.. N C'.t a '�•r� SCALE: NONE F.B PG.
-5-04
• F BACK / FILE NAME: REVISED 5
1. OBTAIN PLAN APPROVAL. w d • e io �� FtSS1 JOB # REVISED 7-23-04
2. INITIATE CLEARING AK INSTALL CONSTRUCTION ENTRANCE, GRAVEL, dK ROCK CHECK DAMS AND INSTALL SILT FENCE. 4' e' °• REVISED 1-26-05
; TO 1 y9
3. BEGIN STRIPPING SITE h EARTHWORK. 2�COW- - 2'-6•4• PIPE IOO: T' BACK AL REVISED 3-21-05 GRAPHIC SCALE REVISED 8-03-04
-
4. CONSTRUCT STORMWATER DETENTION POND. �� 4' -
5. INSTALL CULVERT, DROP INLETS (WITH DOUBLE CONCRETE BLOCK FILTERS) AND RIP-RAP APRON. I I I I I
6. MAINTAIN STRUCTURES DURING CONSTRUCTION. PIPE I.D. + N'CA•O STANDARD 30e CONMTE CURB AI GUTTER - 148 I00 I sI ,Ise 200 400
7. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES 3' 0" NO SCALE c GINE�•:'G�
B. REMOVE TEMPORARY MEASURES.
9. PERMANENT GROUND COVER TO BE ESTABLISHED WITHIN 15 WORKING GAYS TYPICAL JUNCTION BOX CUL-DE-SAC DETAIL
AFTER COMPLETION OF ANY PHASE OF GRADING. ��''''� K.NE` • , ( IN FEET ) REVISED 8-27-04
NOT TO SAME (CITY STREETS •SEE ATTACHMENTS MR 1 "= 4O' j�'L REVISED 9-30-04 L inch _ Coo ft SHEET 13 OF 16
ONLY) M.C.0.0.T. JUNCTION BOX
I•
Y

W
CL
W
a
z
F-
Z
W
Z w TRASH RACK
U_ Z /(SEE DETAIL)
Z
W
= a
to 0- EXISTING OUTLET STREAM
TOP
PRE-CONST ELEV 'E'
EMERGENCY SPILLWAY ` \ O= 33.6 cis
PRIMARY WEIR
(ELEV 31.59) v=2.11 fps
ELEV 'C'
33
`\ \ 0-87.8 Cfe WDIA. CORRELATED
29 �� V- 15.0 fps ALUM. RISER
ly \
26 o \Zzz \ 33 \ '\ \ - ''.-- ��NL - OUTLET BPIPE INV.
/ \ BOTTOM
20 22 ?9 \\ 33 TOP OF BERM 32 - - �
(ELEV � ELEV 'B' - 2:00
INV 25.00 /►'EG. ----�` \ -.,�__ 33.00) 31 - _ - _ - _ - FLAREDC14
� f
ON
19 21 30 - - " STONE - 33 Riser
0 28 33
o BpORE9'A N 26 �i25 29 W
�pM
20.0p) VEG. SH L ANTI-SEEP W
COLLAR
ZA 22 W
20 ALUM BAR
STRUC E 48" CORRUGATED 4-3' ALUM 6, @ 2' O.C.
fL� ORIGINAL ALUMINUM PIPE ANGLES
22 BOTTOM NG DES/GN BOTTOM N PIPE "00" �T
do 2, 20 (ELEV 19.00) RMAL POND NT/N ION PARK (ELEV 19.00)
/( 10YR STORAGE LE A / / 01 M ALUMINUM TRASH RACK-- � p R
1
I J y (ELEV 30.82)2 NORMAL POND 20 I MAR WEt
1" STORAGE 22
(ELEV 25.00) (ELEV 26.88) 24
RISER -
19 (SEE DETAIL)
21
VEG. SHELF
33 Trash Rack
29 33
TOP OF BERM (ELEV 33.00)
�
32
34 33 33
6' DIA. CORR. RISER
ALUM. PIPE ' (SEE DETAIL)
\ OUTLET
Treatment Pond Plan INVERT
DRILL 4' HOLE \\\ .
Scale: 1"=30' IN EN:' CAP - TACK 12-
WELD HARDWARE CLOTH_
SCREEN OVER ORIFICE
1
6' DIA. 8 MIN'
END CAP
Draw Down Orifice
-2{, ✓� SEEDING S0IEDUE(IN0.WING POND SIDE SLOPES) 6' MIN.
Ql SPREAD C TOPSOIL OYFR AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LINE AND FERTIRER AND WDW INTO f
SEED BED. DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEM STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WIT" ASPHALT TACK Z 18'
Embankment shall be constructed of WHERE SLOPES otc®
MIN.
uniform native material (free of excess MAC APPucAIION RATE a
slit, rock or gravel, debris or vegetative LINE 2 TONS/ACRE
matter) compacted to 95% of maximum dry 2GE SUPEIIP/wSPNATE GOO POUNDS/ACRE
density In accordance with ASTM D1557 FFRT aXIO-To-10) IODO POUNDS/ACRE
1/4' THICK STEEL
(8'-12' Llfts) APRL - JULY I PLATE
FERNWA Y-31 ) 50 POIINDS/ACRE
10 PIXRNDS/ACRE L 54' MINIMUM
JANUARY - MARCH
FESM KY-31 50 POUNDS/ACRE
BERMUDA
RYE (GRAIN)
20 25 H /ice
Outlet Structure 10' (Min) SEPIEMBFR - N0%0AB R
(See Detail) —\ Berm FESCUE, KY-31 50 POUNDS/ACHE Anti-Seep Collar
\l\ No 5 Bar 'U' Strap MULCH 2 70NS/ACRE
(Coat w/ Bltumastic) Emergency Spillway
3 11 Elev. 'E' (100 yr storm) v --- (100 yr. Flood Elev.) ASPHALT TACK M T cLuaNs/AaE
--------------- NOTE: 1) OW►ER YAY VARY SEEDING TO CONFORM 70 LANDSCAPING REOIIRDIFINTS
10, Elev. 'D' (10 yr storm.) 0 2) RYE GRASS OR WEEPING
LOVE ORM SHALL NOT BE USED
Outlet Structure Details
3' Veg. f '� No Scale
Inlet Pipe (Size and Elev. 'C' (1'Deslon Elev.)
Material per Drainage Plan) Elev. 'B' � Outlet Pipe (Size and �� SCHEDULEElev, 'B' Permanent Pond Material per Drainage Plan) BM PLANING SCHEDULE APPLIES ONLY TO VFCMM sHElr.
1 one
-� SPREAD P 70PSDL OYE'rt AREAS TO BE PLANNED AND ESTABLISH UNIFORM GRADE
/ �Antl-Seep Collar PRIOR TO PLANING. PLANT ANY TWO 2( ) OF THE FOLLOWING� WHIN THE
o Draw Down Orlflce / Anti-Float Block <See Detail) / PLANTING PERPPER AW�cETATEo SHELF AT A DENSITY NOT LESS 7lYW ONE
2 (See DetalD
1 1 g 1 (80 CF Concrete)
Outlet Protection Paitarodra Ho BeEt
12' No. (See Erosion/Sed. Plan) SowaAq bUdb Arrowl"d/Dudc Potato
• _ Elev, •A-1' Bottom 57 Stone A�ap"M Agkecus -� STORMWATER POND DETAILS
Bottom T aHerWareWue CCA*W rep PREPARED FOR
ELEVATIONS SCHEDULE CaretaphlMan DY10.nern CoantaE
Sammy PteNaaee co m m Thee square
1 nCATI1Tu DE,cCRIPTIILJ FH EVAT113N s"""a,a„e Lizard° ° Huntington Park
Forebay Main Pond •Al' MAIN POND BOTTOM 19.00 HEHeor moedwtm Nash NlYan OF
' Pantedsrla dato Ptrx reee'A2' FOREBAY BTTOM Pae " '°B. PERMANENT POND 25.00 Ro odgr ..erkaT° a " 4N G 7.
W I L L I A M S B U R G PLANTATION
GE
.D. TEMP.YEARTFRLAOOOD 330.82 s p„�wla� sort stern euNkrush _ / 4C 9 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
'E' )00 YEAR FLOOD 31.59 PGIA 'n 'n' Smart.eee _ EAL = PREPARED BY
Au effaus Soft Rush
Treatment Pond - Section = �I4 JOHN L. PIERCE & ASSOCIATES, P.A.
Scale: None (Vertically Exagerated) vaNrnwm� � O Cakryy0,IN�c?:;�T,:` 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
arada agwtloo WId RED. '',,�{•, K. wU,I`':: PHONE: [phone] DATE:MAY 2, 2005
SCALE: 1 =30' F.B PG.
�(Z 0 JOB FILE NAME:KINSINGTON PARK
stnrmwater assign By. GRAPHIC SCALE
CRYSTAL COAST ENGINEERING, P.A. 120
3817-2 FI®OY TAY - Numurr R.C. - 20539 30 0 15 30 Do
Phase (910) 325-ODDS Fizz (910) 30-OND
El oerw. David I. Rewos. PE
( Di FEET )
I inch = 30 & SHEET 12 OF 16
t
Y

EXISTING PROPOSED FUTURE
20 lots O M80 69.800 SF
BUILDING (lots 1-14 not trbutay to pond)
CJ / 4a;wi SF
STREETS ><
PARKING
SIDEWALKS
C� OTHER
RESERVE
TOTAL TOTAL EXISTING = 0 TO PROPOSED PROPOSED = 256,142 SF TOTAL FUTURE _
GGDAME
i
r1U'��F e
< l l
O `M`
CT 1M.y_/
DRAINAGE AREA 1 = 1 ,570,077
r� DRAINAGE AREA 2 = 490,022
DRAINAGE AREA 3 = 1 ,100,470
DRAINAGE AREA 4 = 759,221
TOTAL = 3,919,790
EXISTING PROPOSED FUTURE
,+lots O MW 4MM SF .
BUILDING (�. t—,+)
STREETS :><
PARKING
W
SIDEWALKS
OTHER
RESERVE
TOTAL TOTAL EXISTING = 0 TOTAL PROPOSED = 256,142 SF TOTAL FUTURE _
&A
DRAINAGE AREA 5 = 176,331 sf �� ©��( c—
�4 ( Ton- cok)5 PUL`( 10N

Aiiwno HIS"NO"
LINE BEARING LENGTH
�v�N3wNoal ati�
L1 N2n7'30'E 32.25 w.
L2 S30ro1'17"W 40.28 / / / � Q
L3 S49'47'590E 67.03 / / X
L51 N23"57'30"E 32.25
L52 S21'34'48"E 203.41 4LPRKY '
/ nRl11iG LANE N/F _ � IeatwA pOF s[cOOHCURVE TABLE TD K MlNPfA JOHN KOENIC N <CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT / / 9-1 0 ' IetLA 6 P.1 G PSLA-4 ON Z% _ Z j w.e.�e p.1o1 a.�e4e/ / To � '� oNLr D.8.1254 P.782 ` D ' _ bbb C1 S51'26'36"W 1670.70 5458'13" 1810.00 1736.54 941.63 / / / / pA I I liU fs ° 1' ` - ' t�91 1AAlwIN C2 S68'40'50"W 232.11 7.21'09" 1810.00 232.27 116.29 OF � -' I C ( 95 t t 94 r r 93 t t 92 t
/ VERIFY EXISTING WATER MAIN LOCATION AND ADJUST <
C3 S75'38'34"W 71.27 6'34'19" 1303.26 71. 81 103.92.65 7 / �'3�G P LJ-33ON N ( I f� 11; ` - ` _ ` _ I ` _ • I -
C4 INLET LOCATIONS (AND GRADES) AS REQUIRED TO AVOID CONFLICT. M,B,u p•µ �•,H�D
323'09'43"E 71.27 3T)8'01" 1303.28 71.28 35.65 / / // '�� \ \\
C5 S51'34'32"W 601.83 2343'56" 1463.41 606.15 307.49 / -\ \ g �q 38►revrs a
C6 S37'54'01"E 85.83 24'46'50" 200.00 86.50 43.94 0�0
C7 S52ro5'59"W 42.91 24.46'50" 100.00 43.25 21.97 1ti /j^ r �. -- ,� --__� WILLIAMSBURG PARKWAY - 80' R/W(PU C) �-- PLANTATIDN 111109.
C8 S23'32'57"E 13.69 3'55'20" 200.00 13.69 6.65
C9 N22'26'50"W 29.99 1'43'06" 1000.00 29.99 15.00 °� // / R/W LANE1i w� -� -_� '- �"' "� '� ' '�
CIO 571 5T59"W 463.03 13'55'27" 1910.00 464.17 233.24 // / // MON FOR 15G 1Na1eTr MAP - Nor TO !CM£
C11 S64'29'51"W 136.53 7.49'44' 1000.00 136.64 88.43 / / / 3 90 �� -0 �„ ," "„" �"„ • ,
q
C12 S44'47'28"W 884.47 31'35'02" 1625.00 895.77 459.58 N ]e 4734' E 920.00
C13 S54'03'39"W 200.77 28.42'09" 405.00 202.89 103.62 -
C14 N84'42'34"E 337.42 90'00'00" 238.59 374.78 238.59 // / / �EE�'Ne r �T� C
d -may EXISTING OUTLET STREAM Iro
C15 N55'38'44"W 37.33 10*42'37" 200.00 37.39 18.75 /� / / SET IRON STAKE o? /1 �1 I -Ss'ilAC 9y
C16 S54'03'39"W 359.41 28'42'09' 725.00 363.19 185.49 / / MH MANHOLE i �/ } I A ENTRANCE "3ee-1 SD' DNA PRt-CONST Y rENCC t G
C17 S71'57'59"W 487.28 13'55'27" 2010.00 488.48 245.45 / OdcUE DRAINAGE d UTILITY ESMT. �Q p 11 � $7 - 86OwVot 0. fps M EASEt"T t�C18 S44'28'53"W 1269.11 41T02'46" 1810.00 1296.66 677.56 / It
WV WATER VALVE �9 _
FCP s FIRE HYDRANT 4�7 \ ,9j T' w � POST-CONST 6.02 AC 0.
MBL (REINFORCED CONCRETE PIPE L7 A N� r� PRIVATE
MINIMUM BUILDING LINE / r 4 tt `� a 1.14 fps SOCCER AREA
S.T. - 37.5' X 70' SITE TRIANGLE {�q / O rtet y+' L t M.B.38 P.178 \
x 45.2 - SPOT ELEVATION �+ Rtv
PROPOSED ELEVATION / / b► WETLAND I ❑EnmNc cacLssa SLIDE K-404 0
r_�
x® � / y i I AREA STMD (omveh)
/ � DIRECTION OF FLOW ` �7►
/ INV. INVERT �rAr
DIES: G.V. GATE VALVE h Z/ �� 1 / S --\ \ O
1. ACTU PROPERTY LINE RUNS WITH CENTER OF CREEK. SILT FENCE oF�' 3 / �`y 32 c
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS / / -X-X-/ / 2. ACKS: FRONTRE 2 SIDE STREET ND SIDE-10' REAR-15'. VANOERMER
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY /�g / CB � CATCH BASIN �S' LAC
/[3 �/ � 3. A EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS A P
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN / / / d // OTH SE NOTED. JB JUNCTION BOX V L
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE / 4. T DIMENSIONS ARE SCALED. DO DIVERSION BERM OD $3
CLEARLY INDICATED; THAT THE RATIO OF PRECISION /// / 5. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED. / r / = 84
F. $5 o MAINTENANCE PLAN \ rn rtG,
/ ROCK CHECK DAM yLyA
AS CALCULATED IS 1:10,000+; WITNESS MY / / / ALL FLARED END SECTIONS TO BE LINED NTH CLASS ONE RIP RAP � � \ � ; \\
ORIGINAL SIGNATURE, UCENSU E NUMBER AND I / / / / S SHOWN ON DETAIL SHEET. Ll DOUBLE CONC. BLOCK FILTER 1 Nw e � \
THIS_PI.7 DAY OF 20� / 7. GRADING TO BE LIMITED TO GRADING LIMITS AS SHOWN HEREON. ^ / A� $ I e� 1_ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
8. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND RIP-RAP APRON
$2 FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
/ / / A PAVEMENT INTERSECTS TO HAVE 30' RADIUS. / / j O t
"("I IIIIII' °' / / /� 9. TOPOGRAPHIC SURVEY PROVIDED BY OWNER. -SF- - SILT FENCE '►r _ F § PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. zo DRnr1ADE t uTEm EASEMENT
JOHN L. E CE P.L.S. L, P4,r,,,, / 10. ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET TO D&UE - DRAINAGE d: UTILITY ESMT. -2B' ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL -
/ SIDEWALK PER N C D O.T. AND CITY OF JACKSONVILLE'S SPECIFICATIONS. O / DUE _ PRACTICES WILL
DESIGNED. \ \
OFE 9 HANDICAP RAMP 5 s7.o' r
:'QP SSA•. O'.; I^ it. ALL CiC-OE SAC WILk HAVE 50 atADIUS,_ _ / 8 I �1� \ p-SEDIMENT NILL REMOVED FROM THE SEDIMENT TRAP AND BLOCK
2 Z ` // / / //n 13. DEVELOPERTDISTANCE
FURNISH STREET SIGNS ANOCS�� SIGNS AT E TREEUNE �� 74 73 AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY
EO Z / 8Y `' HAS BEEN APPROXIMATELY 501i FILLED. GRAVEL WILL CLEANED \
S9s �' D= // / ry �57 S.Y. 6'RIP RAP r (! a OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS I + ?
STREET INTERSECTIONS ACCORDING TO CITY STANDARDS. �y
, / / / , y U`1 THICK W GEOTEX11LE UNDOWATRNG 11 I'A , PROPERLY.
.� 14. SIDEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF / r yp I
JACKSONVILLE'S STANDARDS 71N0.AS MOWN ON TYPICAL SECTION. 6 r '1by 3+SEDIMENT WILL 8E REMOVED FROM BEHIND THE SEDIMENT FENCE
(G / / er�lieN O / WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE A
\\ \ P(E1aG .,` // / 1S. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA MAP O
0370EMA MAP M019 NTH
-0AN EFFEHRAN DATE OF FEBRUA DATE OY 15, 1985 AND
. GRADING LIMITS / 80 75 ' - SEDIMENT FENCE WILL 8E REPAIRED AS NECESSARY TO MAINTAIN A I \
! l� YI sn M �
4-ALLBAR AREAS WILL BE FERTIUZED RESEEDED AS NECESSARY, w)
16. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL / r 013 2 AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE I F8
Q / / CONDITIONS PRIOR TO CONSTRUCTION d: CONTRACTORS RESPONSIBILITY v ► m
COMPLY WITH THE CITY OFAACKSONVILLE'S COMPACTION PROPOSED 7% H I �' A PLAN TO MAINTAIN A VIGOROUS. DENSE VEGETATIVE COVER-
TO
DITCH SLOPES
J %b f 1 �' S h,AFTER BALL DEN%E5 THAT CONVECYMSTORMWAl1 R AND OWNER
PERPETUALLY E ►-�'
STANDARDS FOR ALL STREET CONSTRUCTION. SIDE SLOPES Q / 'sI
/ 17. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND -1o'oeA1E �q
SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF N/F r / a O a ° 1»t VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION, A
JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS. JOHN KOENIG INC / '� a 79 X 33.6 I O fA
18. ALL ORAINAGE'1'IPES TO HAVE FLARED ENDS. TRACT 3, M.B.47 P.38 Y J $ 76 �� I t..�1 . r,eQ � !a I°
ro�� / / / / 19. ALL CATCH BASINS TO BE PROTECTED MATH DOUBLE CONCRETE A B-1 �' 78 77 O n � 71
\� TRIPED
TO LEFT TURN ONLY I / / / BLOCK FILTER (�E DETAIL). -
/ 20. DRIVEWAY) WALL NOT BE ALLOWED ALONG WILLIAMSBURG /
InONTERSEcnaN PARKWAY. U / CITY OF JACKSONVIILE
21. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM / >hr �O r 9' I RECREATION AREA
\ \ ! � Yti 11p.1e' • � ON mDEsnaAN �• RM-6
BUILDING SETBACK, ; 9 / ct� +� 0 ACNlSSgi - p
22. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF - BF 70
3 CURB. / Ar �? TRACT DATA: O
23. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC qT /y 8' \ tt Y
\ �� \ \mow• <. !/ / Im WORKS' DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR / �r / � � 3+.0 � 69 � R ZQNg - RM-6 AND 9-1 �/ �N• te8
ASPHALT ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR CITY 56 I TOTAL AREA 40.86 ACRES MON� N°
9 MAINTENANCE. 10 a7.o' 3 Osla , 'fin P OVERAGE LOT SIZE - 14,750 S.F. \R
24. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED AT O 57 \i 59 \ V \ �� ✓ �a TOTAL NUMBER OF LOTS - 85 5O'R W F P / v
<)��
J ALL CROSSINGS OF WATER LINE AND RETNFORED CONCRETE PIPE. A"/ ` /� n eJ8 ra O \ Ql LINEAR FEET OF STREETS - 6650 /
a . 25. ALL INTERNAL STREETS TO BE 31' BACK/BACK (UNLESS OTHERWISE Ab qT F - ,' a \ rj LOT DIMENSIONS - 0 140'
INTERSECTION !i a ZATION 3 SHOWN) r : �' ND 60 \ 68 WATERMINIMUM LOT SIZE I 5OF S.F. (BY .ZONE)
MODIFICATIONS To BE COORDINATED 26. SIDEWALKS ARE TO BE 4' WOE dt HANDICAP ACCESSIBLE MEETING �/ WETLAND WATER SEWER � CITY OF JACKSONVILLE \ �
IN CONJUNCTION W)%.C.D.O.T. \ ADA REDS.. 27. DRIVEWAY ACCESS FOR LOTS 16 AND 61 WILL BE AS 11 AREA ` may, DISTURBED AREA - 319.2 ACRES \\
3 FAR FROM WESTERN BLVD AS POSSIBLE TO RESTRICT TURNING /' A 55 b A TOTAL ACREAGE IN REMNANT TRACT -t1426.6 '
MOVEMENT CONFLICTS. a �r I XV99 \I / \ SETBACKS: 35' FRONT,
�• ' '40, • 28. THIS SUBDIVISION WILL BE BUILT AS ONE SECTION AND NO PHASES. / \ 54 � 1 0 $ WTI SIDS; 15' SIOESTREED 1Z REAR \
/ \ d r a (PER PROPOSED RESTRICTIVE CONVENANTS(EXCEEDS ZONING REQS.)) VI
29. LOTS 18-28 & 81 SHALL NOT HAVE ACCESS TO PROPOSED n \O
WESTERN BLVD. 4yr \ 2 53 Y ACREAGE IN PARK 18t ACRES HAS BEEN DEDICATED to THE COJ FOR THE ENTIRE
30. LOT 17 SHALL NOT HAVE DIRECT ACCESS TO WESTMONT ROAD AN 12 / \ 52 S1 49 I 67 WILLIAMSBURG PLANTATION AS IT WAS SHOWN ON THE APPROVED MASTER PLAN. N
LOT 28 SHALL NOT HAVE DIRECT ACCESS TO LONDONSERRY LANE. e, �. w w
�b rso , 31. ALL ROOF DRAINAGE MUST BE DIRECTED 50 AS TO BE PICI(ED-U ° I c CULVERT OUTLET PROTECTION \\
J /// 7.s' BY THE POND, ALL IMPERVIOUS AREAS MUST GRAIN TO POND. iA 0• 'ft �•� .0 I,.C�
\ a4�1 / r ^L�,\ \ PiloAV-Is ( TiB1 I �s PIPE WWDTHAPIPE LENGTH WADTHOEND THICKNESS CLASS RIP-RAP
13 / \
^�O� �r a 1' C ' X 45.8 �/ / s / ^� 40 kry\ \ Ae'1e OB'ut z P 7.5' 11, 13.5' 12" A
4t GLENBU EY DRIVE10 R/W( UBLICy
E II 7.S 11 13.5' 14" B
T x"�TQ , \ /U1 N O '3 IJI I I KK 4' 8' 9.5' 12: A I ,r
U 45 : O 9 47 48i
LL 4.5 9' 10.5' 12 A 2`
Q= \ \ +Q O e dNl II MM 12' 18' 22' t4" B l�i4H
\ *, 15 \ 38 sobulE X Y H I 64 NN 15' 21' 26' 14" B o''•.F
STORM PIPE DATA (ALL PIPES ARE RCP �Ssd"�o \ �'Ny / �' \ " 37 dB C ' d11 �,. 00 12• 30' 34' 18" B :yL 'NGIN•.
/ J Rational Method: UNLESS OTHERWISE NOTED) 4 ^F•y.� O 'R 20'OaUf J1.p' K. NE`N v
,g AY1L4 *s r A 36 a ,,,. n,••N•
g O=CIAO=(0.35)(6.5)(A) 0=2.275(A) �� "" ,� 47• 16 �° \ O = 35 1� 29 ►t 8 Z Water, Sewer & Stormwater Design By. /14
PIPE AREA(AC) 0 '%SLOPE LENGTH(FT) SIZE(IN) ' - �\ a NY .. 34 s g A 30 $,
A 2.36 5.37 0.54 47 18 ;, , \ �► 33 ¢ 32 ¢ 31 f 'A 63
e 2.50 5.69 o.s4 13B ,B 4 \ 'C' S ! "N CRYSTAL COAST ENGINEERING, P.A.
C 2.92 6.64 0.50 147 18A >�r • [! f
D 3.22 7.33 0.50 79 18 ati \ , � � \ �T_ �• �8 ` tL'4B """ .- �`�• .- --- � ' t �* abi7-9 lR66DOY WAY - AUH><R'1', N.C. - z66aY
F - 17 �\ „ tt pp DD ';o3er t 4 Phena (910) azo-OoOe FaX (910) azb-O6e0
E 3.77 8.58 0.50 148 24 VELOCITY ILYi LO David C Neweeae, PIS
\ �a \ \ � trill tL ' i wwTr.ogetal0erleetzlsaeElez.esm
/ F 5.20 11 .83 0.50 112 24 5.57 fps
G 1 .65 3.75 0.50 48 15 \ �'., \ \4` \ 18 ��-� 62 NA t1NK
/ H 1 .76 4.00 2.44 95 15 aDo \ O g \
L 2.07 4.71 0.50 73 15 _ RU •rs, *i rr. PRELIMINARY/GENERAL PLAN
J 2.31 5.26 0.50 149 18 \ ,Le'CLt
K 0.61 1 .39 0.50 31 15 STORWA DRAINAGE STRUCTURES: \ \ 1 \ ff �� •.` RI E 0' Nst l9t ry
L 3.45 7.85 1 .39 190 1s ,,. • , e °°• ^� GRADING NIfC' DRAINAGE PLAN
M 4.95 11.26 1.22 151 18 CATCH BASIN(CB): DROP INLET(DI) : $
N 4.95 11 .26 0.50 151 24 CB TOP INV DI TOP INV .� �p� x �• �2t 2= $ 2 24 25 2s -- STORMWATER/EROSION CONTROL PLAN
0 3.85 8.76 0.50 31 2a 1 40.3 3fi.85 i 37.8 35.66 f
P 9.26 21.07 0.50 181 30 6.44 fps 2 39.3 36.40 2 36.5 33.79 '� O - O 28� - PREPARED FOR
O 0.18 0.41 0.50 37 15 3 38.0 34.93 3 41.0 36.26 ', \ / 42_. A WE NO u /
4 38.0 34.53 4 40.0 35.90 \ / / ARE
R 0.76 1 ,73 0.50 259 15 j �- -+'- •� � ..�. R. Huntington Park Section I
S 1,70 3.87 0.50 37 15 5 42.32 38.82 5 42.3 38.09 a 4 OF
T 1.92 4.37 0.50 t30 15 6 38.76 35.15 6 41 .0 37.43
U 2.40 5.46 0.50 131 18 7 38.8 35.3 7 37.5 34.5
8 36.5 32.5 8 36,8 33.0, " WILLIAMSBURG PLANTATION
V 0.50 1.14 1 .05 43 15 - V '� !
W 0.88 2.00 1 .00 146 is 9 33.0 30.0 9 36.0 32.5 ♦ "� N E JACKSONViLLE TOWNSHIP, ONSLOW COUNTY, NC
10 33.0 29.85 10 35.2 31.30 °► - 1p/��ap,110 F1 PREPARED BY
x 3.49 10.2 1.55 178 15 11 43.9 40.4 11 34.0 30.37
TEMPORARY SEDIMENT TRAPS: +, Argot r JOHN L. PIERCE & ASSOCIATES► P.A. 8-27-04
Y 4.49 10.21 1.55 98 18 12 43.9 40.22 12 36.5 33.79 ^" - 'ND"
Z 1.21 2.75 0.50 31 15 13 43.6 38.92 PAR • PEAK FLOW RATE a \ - ►
AA 2.23 5.07 0.50 151 18 SA = SURFACE AREA • '�,. �• . ` pROP ,� 409 JOHNSON BLVD. JACKSONVILLE, NC 28540 REVISED 5-5-04
BB 7.14 16.24 0.55 92 24 14 43.8 39.34 "" ,,,, s _
15 42.84 39.34 . E� PHONE: [phone] GATE: APRIL 12, 2004 REVISED 7-23-04
CC 7.55 17.18 1 .11 108 24 TRAP WIDTH LENGTH DEPTH AREA(AC) PFR(cfs) SA(AC) » PFR 0.01 ", \ WES - PG RINSED 8-31-04
16 42.39 38.89 1 20 42 3 0.66 1.27 0.019 0.013 " ,_ TERN eF 267 SCALE: 1"=100' F•B REVISED 8-31-04
OD 1 .69 6.12 0.47 35 15 17 37.99 33.76 " - BCULEVgRp , JOB # FlLE NAME: R H; 90 se o
EE 2.69 6.12 0.47 158 18 2 30 82 3.5 1 .45 3.30 0.043 0.050 *a
FF 10.73 24.41 0.50 185 30 18 37.99 33.92 3 30 72 3.5 1 .65 3.75 0.050 0.050 ' 200 - /'
GG 11.26 25.62 0.50 42 30 19 34.57 32.2 "' .- -- R _ "'� S RgVI 11-01-04
4 30 84 3.5 2.0 4.55 0.058 0.048 � � /W- -- - -� REVISED 11-08-04
HH 12.43 28.28 0.50 31 30 20 34.62 32.04 ' w w .� -'� �" �� �' +- •„ .� "'� "" + ' GF3APHIC SCALE REVISED 11-19-04
5 30 84 3.5 2.0 4.55 0.058 0.048
II 12.62 28.71 0.50 143 30 6.73 fps 21 33.9 30.16 6 30 84 3.5 2.0 4.55 0.058 0.048 *" *. ,,, �• .. -, ,.. *• "" 1 T „ ," .- \ REVISED 1-26-05
22 33.9 30.0 7 30 84 3.5 2.0 4.55 0.058 0.046 '"` '+^ .. ^*• ^'" '""
JJ 0.36 - 0.82 0.50 31 15 23 33.5 29.5
400
KK 0.48 1.09 1 .42 185 15 4.44 fps 8 25 62 3.5 1.2 2.73 0.036 0.027 ^ � � w +'" "" "�" '"� `" '"° '"° �' '"' �e �.. +." � � ' � 100 +� 1°" ""� � � Beiiio� 1W �' �
LL 0.83 1.89 0.96 82 18 4.44 fps 24 33.5 29.35 9 25 62 3.5 1.0 2.73 0.036 0.027 OWNER/DEVELOPER: .. I #°
CORRUGATED MM 25.2 57.3 0.80 100 48 9.93 fps 25 42.48 38.58 JOHN KOENIG INC
ALUMINUM---,-_____.NN 70.4 160.2 0.45 156 60 10.09fps 26 34.82 30.66 N/F REVISED 2-23-05
JOHN KOENIG INC ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS 6432 ADKIN ROAD
A PAD ( tN 1rsEt 3
P00 P (SE72DATA O1655.22 1 .40 40 48 15.41fps TRACT 1, M.B.47 P.38 OTHERWISE NOTED. 910-864-197a
REF:TRACT 2, M.8.47 P.38 B-1 (SEE SINT 12 OF 16) 1 tsxh 100 AIk SHEET 1 OF 16

i i" �O
O
i"a,*
.01
i .
i
i
i
BRA HAGE
AFDEPA , I
DDPA r�\flj nP Q36o04
AREA � mA
ole le
a J
000
D
i
ii (�n oCs� P
oe
� O �
t
p �D STORMWATER PLAN SUPPLEMENT
DRAINAGE AREAS
PREPARED FOR
s p Huntington
D Park Section I
1��� WILLIAMSBURG PLANTATION
JACKSONVILLE TOWNSHIP, COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: OCTOBER 28, 2004
SCALE: 1"-100' 'F.B PG.
JOB # FILE NAME:
GRAPHIC SCALE
100 0 ao 100 no 4W
IN FM
1 inch 100 & Supplement 1 of 1
r

LINE TABLE [
LINE BEARING LENGTH
L1 N23'57'30"E 32.25 \ / / / I WESTERN BLVD.
L2 S30701'17"W 40.28 �'`"•� p/ / q
L3 S49'47'59"E 67.03 0" ^*� /(/(� f�/ I n
_ srE
,\"/�/ / / TURNING LAME
CURVE TABLE N�
/ To JOHN KOENIG ' - I O e 1ewMONT PARK, SECTION 1 �
61
CURVE CHORD BRG CHORD DELTA RADIUS ARC TANGENT / / / !J TO LEFT TURN ONLY r �
C1 OF
S51'26.36•W 1670.70 5458.130 1810.00 1736.54 941.63 / / / 1 0.8.1254 P.76Z Z�I D I IZ m> WILLIAMSBURG PLANTATION WILLIAMSBURG PRKY.
C2 S48'09'27"W 1483.88 48'23'55" 1810.00 1528.93 813.42 // / / / MTERSECTION 8-i I ;0 TO I O a M.B.36 P.101, SLA-e48
C3 S75'38'34'W 207.49 6'34'19" 1810.00 207.61 103.92 / / RICHMOND PARK SECTION 1 ,a IO
/ / - ` IN. r 95 I r ` r ` r ` + 91 r HUDSON LN
C4 S23T)9'43'E 71.27 3'OS'01" 1303.26 71.28 35.65 / .,, wwAMseuRc PLANrAnoN r l U b � _ � 94 U 93 U 92 U �
C5 S51'34'32"W 601.83 23'43'56" 1463.41 606.15 307.49 / / / / � \ \ M.S.34 P.6J, SLJ-JJO I
C6 S37'54'01"E 85.83 24'46'50" 200.00 86.50 43.94 0 / / / �.� ""� 12'.r TAPPING 8y $
C7 S52°05'59'W 42.91 24'46'50" 100.00 43.25 21.97 6fa / / /// \�. „�_� sFEVE a VALVE tNs3 zlrrmaa a ��_ _
C8 S23.32'57•E 13.69 3.55'20" 200.00 13.69 6.85 // "\� T= "� WILLIAMSBURG PARKED - 80' R/W(PUBLIC) !°'ife 0E
- -
C9 N22'26'50"W 29.99 1'43'06" 1000.00 29.99 15.00 S4 / / �/ R W PLANTATION BLNO.
-
C10S51'26'36•W 1763.00 54'58'13" 1910.00 1832.48 993.65 // / // •° MON ��.� � � � '»""` �"'"" """""" '"•"" """""'" """"' '"""'"• """""" """` ""°"` '"""
C11 S64'29'51•W 136.53 7'49'44" 1000.00 136.64 68.43 / /
NOT TO SCALE
%4CINITY MAP
" -y..
C12 S44'4T28"W 884.47 31'35'02" 1625.00 895.77 459.58 // / / /j �_.. -
C13 S54'03'39"W 200.77 / Ed.i12•"1I-atwm6ln- -- mu1f_. _ -
28'42'09" 405.00 202.89 103.62 / / �d■f 12'WaT«mdm' -
C14 N84'42'34"E 337.42 90 00'00' 238.59 374.78 238.59 LEGEND MH3 1 LF 10 SS 76 LF 10' SS
C15 N55'38'44"W 37.33 10*42'37" 200.00 37.39 18.75 / /
C16 S54'03'39"W 359.41 28.42'09' 725.00 363.19 185.49 / /R 0 SET IRON STAKE / M .M�_� Lan 9�
MH - MANHOLE
. D&UE - DRAINAGE do UTILITY ESMT. I DaVE9 Ft 2 FENCE a <
/ WATER VALVE / 87 86. ! BUFFER EASEMENT O
FH = FIRE HYDRANT u SEND G
RCP - REINFORCED CONCRETE PIPE / / � a 6.02 AC 0
MBL - MINIMUM BUILDING LINE ! �� S.
+" rAP, 2 c.v. PRIVATE 11
/ / S.T. = 37.5' X 70' SITE TRIANGLE U
y / x 45.2 - SPOT ELEVATION a GV' -" SOCCER AREA
/ e 2 MHs •,` M.B.38 P.178
x® - PROPOSED ELEVATION t 'e -•
DIRECTION OF FLOW / d 200.63 LF a ' BL01wO F ANY ❑ SLIDE K-404 O
INV. = INVERT r ' MH4
G.V. GATE VALVE
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS / / 1
/ / o CB = SILT FENCE /O
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY ���/ /: NOTES: CB = CATCH BASIN O , VANDERMER --- -�
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN // �/ / 1. ACTUAL PROPERTY LINE RUNS NTH CENTER OF CREEK. i i 50'R LACE t>�`'
/ JB JUNCTION BOX /VV P Jd
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE // /� = f / ( L
// / � Z. SETBACKS: FRONT-35'; SIDE STREET-15'; SIDE-10'; DB DIVERSION BERM / "°�/
CLEARLY INDICATED; THAT THE RATIO OF PRECISION // // REAR-15'. 83
AS CALCULATED IS 1:10,000+; WITNESS MY / 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS
ORIGINAL SIGNATURE, UC�NSURE Iy(1MB7 ' EAL / /// // OTHERWISE NOTED.
THIS 1�_ DAY OF 4. LOT DIMENSIONS ARE SCALED.
6. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED. 4 i
7. ALL FLARED END SECTIONS TO BE LINED WITH CLASS ONE / / / 82
JOHN L. PIERCE! P.L.S. L 2596 OtL r i // / RIP RAP AS SHOWN ON DETAIL SHEET. `� r
:r L-2596 / / /// / 8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WALL D&UE = DRAINAGE & UTILITY ESMT. / / -o I zo DRAINAGE a UTILITY
EASEMENT \
0 / / / BE AN ADDITIONAL 10 FOOT WROTH ON EACH SIDE OF RIGHT / O I-�' WE
' O '•.• v�.:' / OF WAY. LOTS ARE TO REMAIN UNDISTURBED. ? O 73 \ \
y � '•PPG '` 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND �+ 74
/ PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
11. ALL INTERSECTIONS WALL HAVE HANDICAP RAMPS FROM STREET 6
TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S O
\ / SPECIFICATIONS. I
13. ALL T DI CUL-DE-SAC WALL HAVE 50' RADIUS. SD 75
13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS. j A
14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT N/F / 1 31: wl
STREET INTERSECTIONS ACCORDING TO CITY STANDARDS. j �� 30, 72 c I 1cQ
15. SIDEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF JOHN KOENIG / O /J0 1 O _
\ / D.B.1254 P.762 m 3
JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION. O�
��\ \ VWV 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA B-1 /mil / / 2a,1auE m I
MAP #370178-00018 WITH AN EFFECTIVE / � j a
\ \ / DATE OF FEBRUARY 15, 1985 AND FEMA MAP /370340-0190C Ov m x
; WITH AN EFFECTIVE DATE OF JULY 2, 1987.
\\ \ TURNING LANE / / / / $ ' O O 76 >il I a 3\ 701
N I A9N1
\ \ \ TO BE RESTmPm / / / 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL O f 78 77 O : - I'
\ \ \ ro LEFT TURN ONLY / / e \ '�-
\\ \ \ I/ CONDITIONS PRIOR TO CONSTRUCTION Qc CONTRACTOR'S / / �� +w - I Q' x
\ \ FOR 200' FR / / d• •-
\\ \\ NmeSEcn / RESPONSIBILITY TO COMPLY MATH THE CITY OF JACKSONNLLE'S / QO 4y, 4 3sVlL ! Ln y>>-
\ COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION. O �. a .e a a CITY OF JACKSONVILLE I Ig
/ Q' \, MHIO T CAP, e• G.V.
\ w 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND ' ., FIRE H ANT eero \ RECREATION AREA
SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF / ✓ O
JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS. O RM-6
19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS. / l� JNUB• „_.. »3S_, _ _ eF 70 I I O O
20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE G7 j \`� e" W.y, �� Q TRACT DATA: J
BLOCK FILTER (SEE DETAIL). / \ P}
"/ A 1s•rAPP1nc sLEE / e xe lEE a 69
3� MITH GV 21. DRIVEWAY ACCESS WALL NOT BE ALLOWED ALONG WIWAMSBURG PARKWAY. i 56 o Gv. t e Gv. U� C 1 O ZONE = RM-6 AND B-1
3 \ -_ 4T�' ° I TOTAL AREA = 36.04 ACRES LN s$
\ \ 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM 10 f 57 JsuBL 4 e �' ^ r1� m
a BUILDING SETBACK. to 1 i AVERAGE LOT SIZE = 14,750 S.F.
/ / i / 58 59 \ \1s t \s\ / r TOTAL NUMBER OF LOTS = 87 50'R W
\ d 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB. V
d 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC J O / I LINEAR FEET OF STREETS = 5611 - � O pule
NttRSEcnoN ecNAuzAT1aN ; TYP. LOT DIMENSIONS = 85'X 140'
MODIFICATIONS ro BE COOItgNAIEo WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT 60
IN caluNcnON w/n.c.D.o.r. ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR CITY MAINTENANCE. / ! / \, 68 MINIMUM LOT SIZE = 5,000 S.F. (BY ZONE) �c
3 / \ 25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED \ \ O f DISTURBEDWATER\SEWAREA CITY38 2F ACRES ONVILLE
I / AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE: W
/ i TOTAL ACREAGE IN REMNANT TRACT -f142&6
I / / J7.s' tpT lao 0 26. ALL INTERNAL STREETS TO BE 31' BACK/BACK (UNLESS OTHERWISE SHOWN) / / a.gE A SETBACKS: 35' FRONT, 10' SIDES; 15' SIDESTREET; 15' REAR
\4 4� .0 27. SIDEWALKS ARE TO BE 4' WADE do HANDICAP ACCESSIBLE MEETING ADA REOS.. Gv. a d` v. 54
1s.o / O 53 1 MHIa (PER PROPOSED RESTRICTIVE CONVENANTS(EXCEEDS ZONING REQS.))
ACREAGE IN PARK - 16f ACRES HAS BEEN DEDICATED TO THE COJ FOR THE ENTIRE \\ LAH
' as / \ O ! \ e •� \ ` 52 51 gQ 4g Ilil 67 I WILLIAMSBURG PLANTATION AS IT WAS SHOWN ON THE APPROVED MASTER PLAN. \\
7.5
31,
70.74 LF e• ss - - -
lb y • 13 f
HE. 6•a _-_ - __... a TEE, a Gv.
�\ \ \ /� / 41 =ter GLENBU EY DRIVE 50' R/W( UBLIC) § 6• W.M. cvx. ere cv. a FlaE HYDRANr 20 NOTE: STRUCTURES SIZES (CATCH BASINS, MH'S, ETC.) ARE
/ / / Q• 14 ! - - - Jsw� - - j EXAGGERATED. ACTUAL SIZES HAVE BEEN TAKEN INTO ACCOUNT
2- V �R eAa• i 42 - I 65r ACCOUNT TO ACHIEVE ADEQUATE (3'+) SEPARATION OF UTILITIES.
\ Soo. / a rgErtE a 1 / 43 44 O IG i
so.o / YDv r % 45 46 47 48 I g i
nl I I NOTE: PROPOSED ELECTRICAL BOXES AND TELEPHONE PEDESTALS LOCATIONS WILL BE
2DbaUE I I PROVIDED WHEN THE APPROPRIATE UTILITY COMPANIES PROVIDE US WITH PLANS.
36 2008 o' m
�k \ 20 VI Water, Sewer do Stormwater Design By.
31 O ' 63 c
;,O . a TEE s•Gv - JSMeI - - GY. a e• GY. 1 CRYSTAL
388 7 8Ci�o620K WAY - H ENGINEERING, P.A.
17 \ JW. e• •• - a FlRE N , a• wM _ i m Phone [phone] Fax [phone]
www.cry"coaaWnginearing.com
David E. Newsom. PE
�..
.. - .1 O
42 62
19 RUNNYM ADE D E TEE rGGV. e1.4e'Fe• sS \
RI (Pueuej0' _/W MH aie' N•�ANT � it
z, 23 - � Zs H25 s, Water Sewer Plan
/
PREPARED FOR
Huntington Park Section I
/ -Js 1 ^� ° OF
MH14 �� 'S
\ - - 12G. WILLIAMSBURG PLANTATION
� -�• �_ �•� �� 12•GV. h 8 GV.
12•w.M. 1 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
\\ PREPARED BY
PR OPO -- --- _ __�- � JOHN L. PIERCE 8. ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
\ SED WESTERN BOULEVARD ------ - ------ `` �cQoi.Eysrll 11 PHONE: [phone] DATE: APRIL 12, 2004
200' R SCALE: 1' # F.B PG.
/W E L � JOB # FILE NAME: REV: 5-05-04
1 8 _ GRAPHIC SCALE REVISED 7-23-04
00
OWNER/DEVELOPER: 4, 1 EEP:O�S Tao o so Tao 21 41
JOHN KOENIGN/r .N �`''
: 6432 YADKIN ROAD
JOHN KOENIG ALL EASEMENTS ARE 20 DRAINAGE AND UTILITY UNLESS FAYETTEVILLE, NC 28303
REF:PORTION OF D.B.1254 P.762 D.8.128-1P.762 OTHERWISE NOTED. 910-864-1978 r � �/Ulf ( � )
i inch = 100 ft. SHEET 2 OF 16
„ 1
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4 2 ... �!M MH I
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,� l /� - _ _.._ _ _.._.._..{.._..- --- - --g.._.._.._ 0 6 W.M. G,V. & 6 G.V. � I
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� °` - — _ - - - — - - � - 48
41 - - - - 47 _
42 - 44 A� I l 46
_ 43 _ _ -
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PVI STA = 1+60 Water, Sewer & Stormwater Design By.
PVI D. = - .26 GLENBURNEY DRIVE - 50 ' R/W CRYSTAL COAST ENGINEERING, P.A.
A.D. _ -0.26
K = 389.38 3817-3 FREEDOM RAY - HUBERT. N.C. - 28839
100.00' VC SCALE : HORIZONTAL = I"= 40' a�41 Phone (eeri 32b-0008 Fez (910) 323-00d
www. eoutensiaeerias.aom David & Newrom, PE
VERTICAL = I'= 4'
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- - - - - - _ _ - -
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 SHEET NO.
JOHN L. PIERCE & ASSOCIATES, P.A. 3 OF 16
LAND SURVEYING - LAND PLANNING - MAPPING
REV:5-5-04 409 JOHNSON BLVD. - JACKSONVILLE, N.C. - 28540 DISK
REV.7-23-04 Phone (910) 346-9800 - Faz (910) 346-1210 FILENAME
DATE 4-12-2004 SCALE AS NOTED DRAWN BNJ DESIGNED DKN JOB NO.
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CRYSTAL COAST ENGINEERING, P.A. PVI STA = 1+00 - \
3317-3 FREEDOM WAY - HUHERT, N.C. - 25539 PM ELEV = 42.88 L 0 N D 0 N B E R R�' LANE 5 0 R/W 5- MN1
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Phone [phone] Fax [phone]
www.crFetalcoaatenElnsering.com David E. Newsom, PE A.D. _ -2.09 .A r a 8' -IUT__-__--__..U_:7-:­_:—�L_
K = 47.92
II
40
I SCALE : HOR17ONTAL = I"= 40'
100.00' VC PVI STA = 2+50 VERTICAL = I"= 4'
PVI ELEV = 39.00
A.D. = 1.41
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REV:5-5-04 409 JOHNSON BLVD. - 7ACKSONVILLE, N.C. - 28540 DISK
REV:7-23-04 Phone (910) 346-9800 - Fax (910) 346-1210 FILENAME
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JOHN L. PIERCE & ASSOCIATES, P.A. 5 OF 16
LAND SURVEYING - LAND PLANNING - MAPPING
REV-5-5-04 409 JOHNSON BLVD. - JACKSONVILLE, N.C. - 28540 DISK
REV.7-23-04 Phone (910) 948-9800 - Fax (910) 948-1210 FILENAME
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409 JOHNSON HLVD. - JACKSONVILLE, N.C. - 28540 DISK
REV•7-23-04 Phone (910) 346-9800 - Fax (910) 346-1210 FILENAME
DATE 4-12-2004 SCALE AS NOTED DRAWN BNJ DESIGNED DKN JOB NO.
".. '.,,
f

(SEE SHT 1 OF 15 FOR CONTINUATION) - \
3:1 DITCH - - - - -_ \
PROPOSED WESTERN _ _ �1►\ \
\INV=25.70
BOULEVARD 200' R/W
I�+34.46 q
+34.29
\ \ \ z
W TRASH RACK
". (SEE DETAIL)
EXISTING OUTLET STREAM _
r- 20 D&UE \ ' I \ PRE-COMET ELEV 'E'
LU +32.k3 I I I I I 5.33 V-211 fps 33.6 � ..i. ., - ELEV RC,WE[R
POST-CONST Q DIA. LORREGA7ED
Z 4-32.35 /// ' i \ J I I I I I 4 77 2 fps :... _
= 5 !' � ALUM. RISER
- \ FILL NIC gLE VET PIPE INV.
CL
W - _- _ _ / \ / I I •�• j \ / / \ BOTTOM
ELEV "B' - 2.00
to
gate = _ �\T � ` / � J I I I � // / / � _ - - - - - - - \
`
�- -----Js-�•_ +30.92 �2\ .•,
+34.24 / \ IS -- .._.-_ 33- Riser
~ -ante
kd) _ I "JJ1121 \
4 Green •k -- �� - - - - - - EJ -� 10 TO A ,c �O _ + >1
VIn)i coated - - - _ -_ E t� i t29 s9
chainlink fence ! - + - -- -. +31.(19
-.-
- -- /
_
' INV=2s.00 (E� Ort _ VEG. OF Bt M E �° - �\ r R;. ; , r (. ILLW •k/tYJ Z
__ E__ 2. -I0 yi : „r .}, ,a�f_ EMERGENCY AY • {, �O
FOREBAY \ I !, __ --__ �6 8g \< - ---- - - ) J, _ y l , V �8"3� - �- ALUM BAR
EMER
D&UE - - V �- ` (ELEV - FLARED
�CIFC
�I BOTTOM (ELEV \ ;f ;1 ' $ =.^z1 ---- _ - _ _`--� <f>, _ �� _ _ 4-3' ALUM a �' O.C.
i \ F s I r _ _ `._ _ - "i{ - __ {S l ANGLES 6'
2D.00) \ , ? �.! �r� l� Y l)� � 3'2
�, \_----� OF
SOTTO _32.003-_.. * ! •�
I -_ -". -
__- 1g ALUMINUM TRASH RACK
---.. -- _
All I
_ ` ` --- -- __ -.._ _ - -
26- �
\ - _� EV 25.0� VE. -- - COLA EI- - - -
- - _
_ _ - -
+3a. _._.__�.-.-__. _ -
- __ - _ - _-_--_ ---_--_ `--_-__ � ---- � \ - -- - \ .\ '._ RISER
--- - _ _ - _ ----_ - _- -. _ -: -... - --- - _.... _- \ • (SEE DETAIL)
777- - - _ -
I
a
_ 1S _ '- _.._ -��_ �-. l $H -- - - - - +32.94 t- - _ 1�', ' �,i n 1 I KK , ,
FUTURE _�i1s ELF _ ' - - - - - 03
EXPANSION _ - - r� - - -` _ -� __ _ _ ( LEV 19 0 ) ol
3 #' Q
` +�' I+ 2 J Q Trash Rack
TT
+34,09
FUTURE EXPANSION
---- ELEV 25.00 -
V 30. 0 - - _
RISER
+3t.10 1 - - - - - Z� 6' DIA. CORR.
\ - _ _ =---._ T - (SEE DETAIL)
(e - OP OF - ALUM. PIPE OUTLET
BEj? _ - _ - +31.62 \ / INVERT
\ +33.37 . - ' _ - - ` --- - M ELEV 32.00) __ _ _- _. _ - - -
\ DRILL 3:
_ •' 6 HOLE i.
_ IN END CAP - TACK
+3a.26 \\ \\ \\ _ _+31.50 - _ - - - - - I +J0.3 �-�S��'�--le�_-! -- /_ WELD HARDWARE CLOTH_.,; 12'
_
I SCREEN OVER ORIFICE
/ Ig MIN'
+3 1.{t- - _ _` END CA
±3h24-
1 -�- - - - - - - - - - - - i -
1 - - - - -� - - - - - -- - - - �3217- _ _ - - - - 30.e5 �� +30.44 -�+3, P
3o.do��
+34-77- - - - - - - - - - - - - - - = = / .51 � � \ �\ � +28.81 Draw Down Orifice
\ \ \ \ = - _ _
+34.62 ' +33.16 Treatment Pond - Plan ' \ � + \ � �� � - - +27.E4
Q►�+O Scale: 1"=30' \ ssa0 raRmHRECiaoHR�FeRO
\ 11EA0 � -___ O1 AREAS TQIMDO�i gaM W*VM 6" MIN.
�I11ADE lO 3EMPl APPLY IAIEIE AND FERTUIfN AND NOIN INTO
OED. OR TE SM UNFOM&Y AND ao11ER UQ II j
+ r CLEAR SRRAw NULCM ORM SEEDED AREA AND ANCHOR SEDAMY S
MMMTTTIII S4=T MADE DSO N MT All AND WITH ASPHALT TAM Z
Embankment shall be constructed of 04M SLOPE$ EX EED 4Z
unlform native materlal (free of excess MATERIAL APPLICATION RATE Q
silt, rock or gravel, debris or vegetative UME 2 =N ACRE
matter) compacted to 95% of maximum dry 20%SUPmnOSNATE ow PCUNOS/ACE
density In accordance with ASTM D1557 FTRTNMKIO-10-10) loan PCUDS/ACHE
(8'-12' Lifts) APRL - AEY 1/4' THICK
eUNWA (HULLED) ' P�OUIHas//AQ
54' MINIMUM L
JANUARY- MARCH
FESCRI, NY-31 SD POM/ACK
RYE (QMN 35 20 POUNDS/CRI:
ACK
Outlet Structure
(See Detail) to (MiBerm
s FESM - -31EMene Anti-See Collar
No 5 Bar 'U' Strap Berm FEsaE. Nr-sT so PDRDs/AaE p
(Coat w/ Bitumnstic> �oH 2 =M/A
3 Emergency Spillway
1 Elev. 'E' (100 yr storm) N7 (100 yr. Flood Elev.) A111PINALT TACK 3110 ONI.ONO/ACE
£ . . ------------------ NOTE: M 1) OMM MAY VARY EMM TO CWW 10 LIVDSCAPING IEOUFENIENTS.
10, Elev. D (10 yr storm.) X7 2) RYE QUM ONWEPM LAME OtM SHALL NOT BEUl
3' Veg. She
Inlet Pipe (Size and lf Outlet Structure Details
__Elev, 'C' (1'Desion Elev.) S
Materlal per Drainage Plan) Elev. 'B'- Outlet Pipe (Size and No Scale
IS" V7 Ill 'H' Permanent Pond Material. per per Drainage Plan)cur III PLANlllO sGEoatE APPHAM ONLY TO YE¢tATm war.
-- -
OWN AREAS 10 K
40
Draw Down Orifice Anti-Seep Collar P�la`Pu� PLANT MY TWO (2) Of FFML�OM SPECIES WIRM 7HE
(See Detail) 2 Anti-Float Block (See Detnll> / PPull LMTTE c ER �A rrrAlm gHF1F AT A Dxsn NOT HEss THAN aE
1 I \ (80 CF Concrete)
Outlet ProtectionIII Am ti
. . . . . , 12 No. SepAwle NHHIdN Al..aA1w1 Few
,r z= Elev. A 1 Bottom - ' *r 57 Stone (See Erosion/Sad. Plan) ,,,,r,Pe�, +v1be. e1eai, STORMWATER POND SUPPLEMENT
- Bottom rAft- a z,i�. : AetrePage ,Nsmwalee rwhy e..ePe..
- � CRT ar': `_ ELEVATIONS SCHEDULE CweHaPh�jswe DRDwwAn O�een�M PREPARED FOR
SAPee CNN a Thee wean
Forebn LOCATION W.Saull ELEVATION sewwe eereww therm Tam
Y Main Pond •AI' MAIN POND BOTTOM 19.00 ,,.,nine „,�,,w,Nee N"Anwo ,,�1e Huntington parkSection
'Al FOREBAY BOTTOM 20.00 P"N+1e I. . 01�1�+ OF
H� PERMANENT POND 2300 PlAwnw,w yMPe0 1e Rim a19/eee aw
%-1 . CAq ''
TEMP. STORAGE 26.88 0... am :.,,.. o'll . ; �I W I L L I A M S B U R G PLANTATION
D' 10 YEAR FLOOD 30.30 S*pw ,Hew sort stwn r1A MIA :pF I JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
'E' 100 YEAR FLED 30.96 A.ralre � `ems Q 9
Treatment Pond - Section H,,,,,,vlia1e„ = L = PREPARED BY
eMr�w`AR s. = 1 1as (�e: = JOHN L. PIERCE & ASSOCIATES, P.A.
Scale: None (Vertically Exagerated) E1.e.. + � 6 = 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
Zb ef"emamwb"e RIM e will ne. .P PHONE: [phone] DATE: APRIL 12, 2004
I'; �O iNEE• O� SCALE: 1'=30' F.B , PG.
JOB # FILE NAME:SCHMARK PARK
Water, Sewer & Storrnwater Design By. """" �'� ' ;� I REV: 7-26-04
CRYSTAL COAST ENGINEERING, P.A. GRAPHIC SCALE REV: 8-27-04
=17-8 ,boar war - Bursar, N.D. - swear 30 0 1e 30 so REV: 9-30-04 110
rbe (916) ors-a 111 (910) mw-ooro
( OfF'E )
I haah - 30 tt SHEET 12 OF 16

DEWY BROS. INC. CATCH BASIN
FRAME k GRATE CH ON 2000
l0
70P OF CURB
r MAz F MAX 6' V-6'
O O r NIN 12• e•MIN
1/2' RAD.
O GUTTER LINE
� TO e. r
2 2' e' BmcK 6' •�3' RAD. 1/8' RAD.
3 SPACE CHECK DAM
R.C.P. O 6' A L900 B
O 1D
• � I- 4• � •
Do H L=THE
° de ° ° da ° A AND BISARECOF EQUALLEVATTION
TANE SUCH THAT POIN
A e
A CLASS RIP-RAP ° °d ° Ide
4' 1.5' THICK l�CEO-FABRIC TO BE 4' El' �- 5. o• N•C,D.O,T. STANDARD 24' CONCRETE CURB IIIGUTTER
RIP-RAP APRON INSTALLED UNDER FOOTING� SCALEi 1' = 1'-0'
OUTLET PROTECTION RIP-RAP FOOTING
A 1.5'
min.
(NOT TO SCALE) 9"min
31119.08 S9.58
TYPICAL CURB INLET
CH BIN 2000 FILTER
NOT To SCALE °Bso FABRIC+
so a°° ° O
5 ft � S° S°°' e°2As.o s°
MIN . ° °° °O f;°
800 CU ft/acre o A TURNING LANE NCSR 1308 PAVING DETAIL
STONE CHECK DAM
NOT To SCALE
5 ft MAX . .D.O.T. WILL REQUIRE tXX.XXX
50 OR 60 NC
RIGHT OF WAY PERFORMANCE BOND Erosion Control
Stone P.,
2' 24"max at center
FILTER FABRIC 11.5' OR 9.5'- - 15.5' OR 18.5' ILLS' OR 9.5' • s 9.s a Fabric
CROSS SECTIONFilter
SF 9.5 B 2'
6" BELOW SETTLED TOP SUPERPAVE
2" ASPHALT 13.5' OR 16.5
DESIGN SETTLED 3' ° o so o°Os°
11111111111111117
TOP �� OVERFILL 6 SLOPE 1 4":1' Ca
1 4»: CdcG o°B °° o°O g g ° ° o SECT. A-A
\ 21" MIN OR SETTLEMENT 1' SLOPE 11• ABC STONE MIN.
o
00
4' '0 C 8"COMPACTED STONE $°$° °a°
SIDEWALK DAM
III III-III-III-III-I - PROPOSED NCSR 1470 PAVING DETAIL CHECK
(WEIR) =III=III=1I I=I I I-I I1=1II- 2T OR 33' s ONE To EXTEND NOT TO SCALE
- 4 f' t MIN I = I1= -"' I I-1I = I I- 31' OR 37' 6' BEHIND CURB
1.5 IFr ----►I' -I I- ' -"1=1 II I=5 ft MAX ft
I -III_ 2:1 SIDE
FILL _I = SLOPE MAX
I_ EMERGENCY BY-PASS TYPICAL STREET SECTION
FILTER I 1:1 SIDE SLOPE 6" BELOW SETTLED TOP EXTRA ROUGH
MAX OF DAM
FABRIC I -; NO SCALE BROOM FINISH
33f� tMINT
STONE SECTION NATURAL GROUND «We mat 1{ARDF�IER
>m. rum VERIFY W/
MMaN ✓
/ CIVIL OWCS.
TEMPORARY SEDIMENT TRAP 0000°
(D-8)
0000000
°oo°000000
'rrP1cAL o0°00000 O'000
00
SEEDING SCHEDULE o0000000000
°0000000 Qo0oo
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM TEMPORARY DIVERSION BERN o0000 0 0 0 0 00
GRADE PRIOR To �� SLOPE LFINCIII (FELL
000000 G�•���
SEED BED. DISTRIBUTE
NSEED UNIFORMLY AND COVER LIGHTLY.Q APPLY LIME AND FER71UZER AND
WORK INTO m 5R 75 =1/Y MO N HMO MIIC MOTH °°ooa 0° .V
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY 5 TO
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK 0 TO 22001z 5255 / - TRUNCATED ^t��
WHERE SLOPES EXCEED 41L >20X 13 DOMES O
EXISTING ROAD MATERIAL APPLICATION RATE BEE EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. IN& ,4
UME
20111 SUPERPHOSPHATE 2800 SPOUNDS/ACRE MININIM 2• x 2• x 4B•
FERTIUZER(10-10-10) ill
loco POUNDS/ACRE OAK POSTS OR OTHER
APPROVED MATERIAL c�
FESCUE, Y-31(MULLED)
SO POUNDS/ACRE NOTNOT B BURLAP STALL °'%/°� am
q, »•Z� i) TES: TRUNCATED DOMES WITH 0.9
BERNY DAMS) f0 POUNDS/ACRE ND7 USED• ��� SPACING
' BE
000aa��aaao � , � cP � NCH DIAMETER, AT INCH HEIGHT AND
R/W R/WJANUAR "4.�Q
FESCUE. KY-31 50 POUNDS/ACRE WaDIED OW MESH o a a a o 0 o a o a a
BERMUDA (UNHIIIL ED) 20 POUNDS/ACRE INSTALLED ON THE HANDICAP RAMP. THE
RYE (GRAIN) 25 POUNDS/ACRE i'+± '' RAISED DOMES SPACED ON 3SHALL BE 5 INCH PAINTED ALL
50' MIN. .+•
,,•._�•.,, CONTRASTING COLOR TO THE RAMP.
LENGTH sEPTt2JBER - NOVEMBER .�;r;:•.
FESCUE, KY-31 DO POUNDS/ACRE 1, w „ can RE 2) RAMP AND FLARED SIDES ONLY TO BE
AeN MULCH 2 TONS/ACRE '•�Ji' A A _
COLORED BATTLESHIP GRAY WITH
CONSTRUCTION ASPHALT TACK 300 GALLONS/ACRE ' R�sO STAMSURFAE�H-HARD COLOR HARDENER USE
ENTRANCE - _ STAMP 'HR-100* ON RAMP AND FLARE
PROFILE I-n--j NOTE: DIMMER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REOLAREMENTS. p■yamimist R� 00
(� NOTE) UNDER NO CIRCUMSTANCES MAY -WFSPING LOVE GRASS' BE USED. °� " , WOODEN POST art *o N C D 0 T HANDICAP RAMP DETAIL
GEO-FABRIC so
PLAN VIEW WELDED MRI: MESH- NMb1NwNz NSOnt NOT TO SCALE
SEEDBED PREPARATION NOTES: BACKFILL • 2'CONC. CURB 8
EROSION Nk SILTATION swat` ❑ ❑❑ ❑❑ ❑❑ ❑ GUTTER (TYPICAL)
Construction Soeelflaations CONTROL FABRIC GROUND LINE
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
1. Stone size - Use MSHA else No. 2 (2-1/2• to T ) er AASHM 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WTH AVAILABLE ',`.!;
TOPSOIL 3• DEEP. TOTAL SEEDBED PREPARATION DEPTH STALL BE V-G' DEEP. •:+:
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE 12• EXTRA DEPTH REQUIRED "�-� I-1I =WIE1111110001001
vnso 1_11 I
designation M43, Nze No. 2 ( 2-1/2' to 1-1/2'). Use 24 MIL/.
cashed stone. ,y/,�
2. Length - As effective• but not less than 50 feet. SURFACE SO THAT THEY WELL NOT INTERFERE WITH THE ESTABLISHMENT AND .�y`r ' FOR NON-STABLE SOILS u�D 25'
3. Thickness - Not less than six (5) Inches. MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, -
4. Width - Not less than full width of all points of AT FINISH GRADES SOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. SECTION VIEW
Ingress or egrep. Minimum of 12'. 4. IF NO SOIL TEST IS TAKEN. FERTILIZER AND LIME ro BE ACCORDING TO SEEDING - -
5. Washing - Mon necessary. wheels shall be cleaned to SPECIFICATIONS ABOVE. IN ADDITION. PROVIDE 15 LBS/IODO S.F. OF SUPER 36na A'°
remove sediment prior to entrance onto public right-of- PHOSPHATE: TYPICAL INSTALLATION OF SILT FENCE
Nay. When soshing Is required, R shall be done an an 5. IF SOIL TEST IS TAKEN. PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST NOT TO SCALE DOUBLE CONCRETE DOC FILTER AROUND CATCH BASIN (D-
U-
ea st el
arabilized with cashed starts which drains Into an REPORT.
approved sediment trap ar sediment basin. AN ssdFnelt 6. LIME AND FERTILIZER SHALL BE APPLIED LDOFORMLY AND MIXED WITH THE SOIL
shall be prevented from entering any storm drain, ditch, DURING SEEDBED PREPARATION.
or watercourse through use of sondbogs, grant• boards
or other approvsd methods.
6. Maintenance - The entrance shah be maintained in a
PIPE 10 + 2'4' RE-BAR DETAIL SHEET
Condition which sell prevent tracking or flowing of
sediment onto public rights-of-way. This may require 3• 7 1/2• 6' 12• O.C. EACH WAY PIPE I.O. + --{
demand ond dressing
repai witandh dwr�ou of coley meo conditions
ns to 2� 4^ I I PREPARED FOR
trap Ndknwt All sediment. splled, dropped. washed or Q�
trackedtrn t public rights-of-way must be removed 6• B' BIEIOc 1/4• CoMP0UN0 �y• OO Huntington park Section
12 OF
6• 9 � EXPANSION MATERIAL 3 � ryy.
H 1 W I L LIAASM S B ULE ro�RNsGP, PLANTATION
o
STABILIZED CONSTRUCTION ENTRANCE (D-5) ,/4•
CONIC t/2 PIPE I.D.D PREPARED BY
NOT TO SCALE GROUT
FILL 3' MIN. ;• PAN' ARo JOHN L.-PIERCE $. ASSOCIATES,.
CONSTRUCTION SEQUENCE OF EACH SECTION WIDTH As ,=�O..opEssf �2 , 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
q ° A ° REQUIRED 31' :•QP v PHONE: [phone] DATE: 4-12-04
1. OBTAIN PLAN APPROVAL. °°d ° °°� ° DITCH DETAIL �- BACK -� - E L = SCALE: NONE F.B PG.
2. INITIATE CLEARING At INSTALL CONSTRUCTION ENTRANCE, GRAVEL, do ROCK CHECK DAMS AND INSTALL SILT FENCE. 4' B' NO SCALE TO = $ 4 JOB # FILE NAME:
3. BEGIN STRIPPING SITE At EARTHWORK. e• PIPE I.D.+ e' BACK L REVISED 5-5-04
4. CONSTRUCT STORMWATER DETENTION POND. FOOTING - 4" 1' 0" 4• Qti ' REVISED 7-23-04
5. INSTALL CULVERT, DROP INLETS (MATH DOUBLE CONCRETE BLOCK FILTERS) AND RIP-RAP APRON. GRAPHIC SCALE
6. MAINTAIN STRUCTURES DURING CONSTRUCTION. PIPE
7. STABILIZE SLOPES do DITCHES AS THEY ARE BROUGHT TO GRADE. NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES 3' q" "„n1v' 100 o so 100 200 coo
8. REMOVE TEMPORARY MEASURES.
B AFTER PERMANENT
GROUND
OF ANY PHASE ESTABLISHED
WTHIN 15 WORKING DAYS TYPICAL JUNCTION BOX C U L- D E-SAC DETAIL
TER
NOT ,O SCALE 1 Inch = 100 ft. SHEET 13 OF 16

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BLOW- OFF ASSEMBLY D ETA I L � ft"T ar Mot te�wtte I• IneaniT Is y�y
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4r:�... .., a.,. � ._ . ,:�..�, ...._ • _- .. .,_, _. NTS � - NINE RODS r STANDARD DETAIL MY RANT SETTINB W/RF�TRAI
s4 r w
NTS ~ ONE TEfMN1N UIIpMYED Ma[M MNED AREAL
- SUe11ECT To TM MC
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MB NTS
• `! PIPE MAIN EMBEDMENT SECTION DETAIL
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ANCHOR (TEE) DETAIL NOfEs Neenching for flexible wall
NTS Pipe (Pvc corrugated and SOIL 35) TYPICAL BACKFILL
shall be O.D. + 1 inch.
Maunehfng shall be of thoroughly SECTION DETAIL
compacted 0I7 STINK IMTERIALS NTS
• w_
} - NOTC: flexible wall pipe shall pass
s` Z / - ► . a S% mandrel in accordance
:,_O r' • I( 1:� �• 24 r ! •'a ; relevant Am specifi loons. .• with ca
All
E
_ lot 1• N7 *, -P 1A o�;.� WATER STRIBUT4ON DE AILS FOR t�1J`r`I�i(�TbrJ
O S (NORZ.' BE!!DS) DETAIL
�. _ 4 •� � ` a ,. .�..�, .��... PROPERTY OF:
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�,- — }— , SECTION A—A SECTION 8- 8 ;
1+f 4-40t aal/f Lm, "is a Lao* Loom fq6fE r STE,QS A rZ -To
MOTE FOR lIEMI ►IIOTECTION. OONTRACT011 70 INSTALL 2•-d
€, r•- y Y I n
N RNW1ti ,. ME'f'!f K 1fi'T ENI E�lT•( i
MKT t+t{1lMK! \rIM[ ON UNDIETYRE4L� t[K. .,"• I r �/*( C� F�5 �µbW • I JOINT of TH AT FACE Df EACH M INI NOW
FOR urwf
MlE RbtIRLt
. ' ►11ECART M,1MIOlL.
#• A-VMS
N•LYST*mv MDR maw STRtIFT C ,
1 r FULL LENITN JOINTS,M
Mt1\AlfRwRllfll N f' • °: Mr M11A'r-M°r `
cmr of JACuscmv"I N.
. R,A'tNW +rEis tw�N mar E+11rMs4% Odessa PWIC U'TIMI'VEtA
m
STANDMD Fill
WL '
* GCE sai SEWN ngr4'lr* _ MA -
.. •. ANlTIiRY 3Ei ' PNK0L.E
(STANDARD PRECASTCONCRETE
STiN ►It
.rn.....r. ., > FOOTING MAY K
,' N • s US€U IF OESIREO
SLOPE -1 PER FOOT
#MrtOrErT E#IMOIIeg,mMODIFY OPEN GUTTER 10
xvNe acre aErE r"'� } SUIT PIPE LOCATIONS
• PLAN
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:e
n
l 11 GRAVE
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-
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r St1N flIr.7All m'.' .. m I" GROUT £ ra
W
f, tfWCAL
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>f' h OR CONCRETE
'Y x r x !'•.< 'T"-" ..r.. axe '
« i
_ • ♦ r . , WALLS TO BE 12" THICK FOR
..
Sam" 001" PORTION f LOw 12•-0" (EPTN
c ; i pips fpw 111rt\Iq*t" a■+ so Mt ` � �• •s.f" stE\R�IRI N � ANHOM.Mc STEPS AT IG•
Mail be D.e. • l
' M MAX OC;
DETA�„S OF WA !! !� R G
r :
conpaet" C i slatulotf. t a �� v
More: rifxiria vast pipe s"11 p"fo 41 BENCH AT CROMI bF
IGIt OR f p�
U
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with raEa�rt AItM apaeiE[irtllfu. ,....
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Y , � of INL�T .'
f' MNTIAI RACHFILL-Ito O SS
itR�nrE WILET PPE F
0 K 'SAME ELE • . .
NauwcyMNa • Ir
M ENT y i.s . . w
f•r' �raHa MOiMTAR• FINIS"� - - INVERT ELEY OF MANHOLE IS' o MO Ma s•- t• 'OPEN VUTTER--�'' INVERT ELEY OF OUTLET ` i
N oTrE , t -TAIL, >;02 (c 171a�►�T�2� =n!S�dE
Po MDATION t IF ItrylAeD.OWTN WMIAS) CONCRETE FOOTING 04 At 12" O.C., E.lull•
w••
o ti r MIN. CLEAR Dm>p to A P4 HoL•£ LJ I L.- O G VK00 0rO
s 3
SECTION.
1 - W Arzp) C t� Y S D I G I"Tt4 L. �ET4 I L. A R19
1 DROP WHOLE . . ccs Ntlmt Erb .
.„.T .„
TM
Mtf MAMI EMAEOW144t SKTIC lb
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'STANDARD 06�
N'tMt *�
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TYEICAL SEWER DETAILS, F HLA o
' c,
PRO ERTY OF :, '
` P r.. a-.f�r•.rr./•.w•rrr• r it .•r yr JACK +COUNTY
. - ,. 4.'"'+'a'1` �, `•�':, . . ¢• i y
`
O E CAL E 5F
,

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In In I� �►,I� �F,� �- �
Iv Iv I� Iu I � ��G ► 1 f� N Ii1� ��
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I �P G�6 NI I I ► 1 �, I I AZ§ -P 12"X$" TEE „G V. �
I � � I ��'t ' w & S
04 I I I I ' I Dc6• 11
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5' MBL cp
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cr V=37 5 . .
. - - — . . — • N_
- " — _
— _ — — _ ��� ROADSIDE DITCH - — — . — — — , — . . — . . ._ . . — . . _ . .
- - . _ .
_ — . . — . . — . . — . . — . . _ _ I
SV — — — — -- -- — _ INV=38•3 4 �43•44
/ — � — _ — — _ _ to+�
46 4 _ _ STA:
Z- - _ � $— N R , ADSID p — - - - - - - - - - -
�, 8 E DITCH
u— INV=43.3 ==> �_ g
v + ��� I
in I nIA 38.8
B �h I��r - — — • — — . ROADSIDE DITCH a I I ' '
\ I .....v Iv I I u ___ -- - - - - I I _ �
— • — — INV=42.
\ \ I 1 I I — —
- - . —�
I
\ \l 1 1/ 1 I 13 LF 12"RCP (PIPE "PP") /F'
\ I I I 11
\ I I
AND N.C.D.O.T. APPROVED '01*
\ \� I I I CATCH BASIN TOP = 49.0
,� yy`\ I 11 11 II I INVERT = 45.5
I I ' 'I
I I I I ! Water, Sewer do Stormwater Design B
�, 1 ' ' ' WESTERN BOULEVARD - � 200 R/W 9 Y
\, I I I I
1 1 1 1 1 ' CRYSTAL COAST ENGINEERING, P.A.
n I n I�I A I A — — — — — p1hone (9raa) 3 sw-0006 Pax
(91.0)
91. )c��e
I I ,I1 1 I/h I��"`" a LEFT R/W PROFILE SCALE : HORIZONTAL = I'= 40' �•�� �•� padd L Ntsom, P6V�,1�11I V ICV 1�1 lu I u ; s CENTERLINE PROFILE VERTICAL = �•= 4'
I I I I I I . RIGHT R/W PROFILE
I -- - - - -
_..
- - - - - -- - - - - - - - - - -- -- - - - -- - - - - -
- -
---- - - - -- -- - - -- - -
- - -- - _ -- -- - - - - - - - _. _ - - - -- - - -- - - -- - -
-- - - -
- - -
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1�1
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-- - - - - - - - - - - - - - - -- - - - -
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- - = - - -
- .:- -- _
-- --- -- - ---- --
-- - -- - - - - - - - -
- -
- - - -- -
-- -- - -
- - - -- - --
- - - - -
a ___= - - I . .-- I 77=.- ------
- ____ ,- -.--�-__:::t:= _-:. :_:-:t=:-- - ---==:.-�___FlL�LV=__ ::::=4-:---L--=-4-:-4L-=. ==::-=--== --:=- ---::::::= _:::::_,-_____ ______---.---___�--L-,--- - + ___ -- -- - .
. - - -.__- + ��t -.­- -- ___­0�m&=q �9�r� �__I I . .-- L----_--------- -------I__- - I---------__ ___------L - I=-.__.- __-- uu------I- ---- ------ .� __ . u__----U- .- -- - -_-------______- - .--.----______.----__________ ---L------U­-­-----.r- -.- -----------.______- __ -----L--- ---_____-_____..----.- -_ -- u - ­_" ----- ------ -- ­ -----.-,r--- ------ _ E�E E��W ��.-_- -- -_ '- ­-r _--­ ­ - -- I �.- r 11
- -- -- .
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- - - -
-- -
_ __ - - - - -- -- -- - - -- - -- - -
- - - - -
�Mm
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- -- - -- - -- - - - - -- - - -- -- - - - - - -- - - - -- -- - - - -- - - .-=:---
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- - - - - - - -- - - . A
--- . --- -
_ _- - - - -- - - - -- -- --- - -- -- __ ,. �N as 9+00 10+00 11+00
- - -... - - -- - - - - -
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- -- - - - -- - - - - - - - - - - - --
- - -
- - - - - - - - - -- - = --- - - - - - - - - -
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-- - - - - - - - - -- -- - - - - - - - -- - - -- - - - - - :,,� 9••�:
- -... -- - - - - - - - -- -
- O_. .- •• FE tiyti
- -: __... -. - -- _ - - . - -- - - = - -:_
- PROPERTY OF:
- _ L
-- - -
- - - - - - -
_ _ - --" - - - _ - - - - - - - - - - - - - --- ---A 2 ,� 148 ,
- _
- _ - -
-_ _ "
- -- - -_ --- - -- - �.� C..... -_._ --- -- - - --- .:.._.: -:_. - - :.::: .. WESTERN BOULEVARD
-- ­11- 1. _ _ -- - - - - - - ----
- - .- - - - -- - - - - - - JOHN KOENIG
- - - - --
- -- -
- - -
- -- - - -- - -- -- - -- - . ..-- -- -- --
JACKSONVILLE TWP., ONSLOW COUNTY, NORTH CAROLINA
-- - -- -
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 "�'','
JOHN L. PIERCE & ASSOCIATES, P.A. SHEET N0.
16 OF 16
LAND SURVEYING - LAND PLANNING - MAPPING
409 JO�i30N BLVD. - JACK30NVII1E, N.C. - 28540 DISK
Phone [phone] - Fax (910) 346-1210 FILENAME
DATE 7-23-2004 SCALE AS NOTED DRAWN gN J DESIGNED DKN JOB N0.