SW8001114_APPROVED PLANS_20120514

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 00 t U l
DOC TYPE 0 CURRENT PERMIT
L� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE J-1 Cr, Iq
YYYYMMDD

GUN BRANCH ROAD
) "_"O� / P SURVEY THAT CREATES A SUBDIVISION OF NORTH CAROLINA, ONSLOW COUNTY NORTH CAROLINA ONSLOW COUNTY
LfJiD_ �' _,11 OF A COUNTY OR MUNICIPALITY THAT
HAS¢rN�R�1N TFi,�T REGULATES PARCELS OF LAND. I, LNOTA THE COUNTY AND STATE AFORESAID, CERTIFY THE FOREGOING CERTIFICATE OF BETTY BULLOCK, NOTARY PUBLIC,
L THPROFESSItN4L LAND SURVEYOR, PERSONLLY IS CERTIFIED TO BE CORRECT. THIS INS MENT WAS PRES lED FOR
L25 APoRf• DAY AND ACKNOWLEDGED THE EXECUTION REGIS Aj(2 TION_(IND REC DED IN B , PAGE OFyy��IN9 NT. //- _ AY OF nIdANY devl SIONAL LAND SURVEYOR N0. 2598lf-offaffalND�►IND•AIAL STAMP OR SEAL, THIS /Y DAY OF ROOT, AT D O'CLOCK
ol
J E ISTER OF DEEDS N;RTZFA0A0:NT
SE EOaySTAftLt,C :�V\ NOTARY P BLIC
'I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY i�S�.,�•.,•�� \�� LANE
SUPERVISION FROM AN ACTUAL SURVEY/IAADE UNDER MY SUPERVISION MY COA 4jo'"-f` `16ECEMBER 28, 2003. QIIY CLERK
DEED DESCRIPTION RECORDED IN BOOK LI . PAGE'IML , ETC.) "RRnglllpB111>a .
OTHER); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY STATE OF NORTH CAROLINA I, THE CITY CLERK
INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOKI✓�4- , OF JACK VILLE, ORTH CAROLINA, DO HEREBY CERTIFY
PAGES ; THAT THE RATIO OF PRECISION AS CALCULATED IS COUNTY OF ONSLOW THAT THE JACKSONMLLE PLANNING DEPARTMENT APPROVED
1: V,L••ti THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH THIS PLAT FOR RECORDING AT THE OFFICE OF THE REGISTER
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL GNATURE, I 4S . REVIEW OFFICER OF ONSLOW COUNTY, CERTIFY OF DE ONSLOW COUNTY, NORTH CAROLINA. (THE CITY VICINITY MAP - NOT TO SCALE
THAT THE MAP PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS 1
LICENSURE NUMBER AND SEAL THIS(1Z DAY OF 20•or AC � ICATION OF THE STREETS, SIDEWALKS, WATER
ALL STATUTOR REQUIREMENTS FOR RECORDING. OTHER PUBLIC FACILITIES, EASEMENTS,
S W - PUBLIC PARKS; HOWEVER, THE CITY ASSUMES
8�(s p� I EN OR MAINTAIN THE SAME, UNTIL, IN
;' •''FESS/0'��n, SURVEYOR VIEW C DATE TRACT DATA:
VERNING BODY OF THE CITY OF JACKSONVILLE,
r Z.QQO SQL .2� I ,IN �R TO DO SO.) IF APPLICABLE.
i _, LICENSURE NUMBER' ..• �, -_ i �� TOTAL AREA - 14.02 ACRES
' L2596 / �Q�.•� STORMWATER EASEMENT AREA - 1.27 ACRES
r Q RESIDENTAIL AREA - 12.75 ACRES
' v ............
'P G� STORMWATER
NUMBER OF LOTS - 32
> CA LINEAR FEET OF STREETS - 1670
EASEMENT
"unnnmul °p M.B. 38. P. 178, SL. K-404 (, \ LINE TAKE
TYPICAL LOT DIMENSIONS - 86'X140'
< / / �� G MINIMUM LOT SIZE - 7,000 SQUARE FEET
z LINE BEARING LENGTH
/ t --- V 1p \ WATER & SEWER - CITY OF JACKSONVILLE
.� Li N38'21'52'W 41.22 AVERAGE LOT AREA - 14,280 SQUARE FEET
/ 20 eoo;D / / --- - - - P L2 NO2.33'380E 10.00 TAX MAP 339, PARCELS 19 & 19.12
154.26' �� / ' - \ \ L3 NO2 33'38"E 10.00
z .E/ 5801)6• 18 , 1 \ L4 N4329'08"E 41.22
a c[1 _ 45 _ - \ _ \j
HN KOENIG / 2\�` j� eo.7�� �. HYDE PARK, SECTION I (REV. 20 1 \ \
r P.
D.B.
D.B.. 1254, P. 762 M
OF WNJJAM 171L PLANTATION
- / \
M.B. 3e, P.. 17& SL K-404II CN 1
/ ry N 21 a a 22 � // 19 i , ; 21 i \ FAIRMONT LN. I I eo I
20 ' z0 . �~�� 23 a 57734.28 �� / // -
y " \ 7 � 22
tG /oi t0 ° rq�? \ �~ 24 ^° • °eL ss•E` 67.71' `23 , ' 4 II I I
RBI 3s• F �l CIL- %4: 19 / c� Q \ O � ^ 3 q. N81 26'27" % 24 , r 25 i I e I L D0 I
0 N° ��/ 2� / �s / 4 41dy \\ ^y h'�' o� 2T. r�. / HYDE PARK, SECTION I (REV.) \ - ' nl II �-
~O b� �~ �(/ `C �'��� �® ° 7, \y 25 .v \. e3 f / OF NLUAMSSURG PLANTATION I I I a+
U �, s BTs, �O hry ' 14 qt h h pR V`• M.B. 39, P. 178, SL K-404 I I �j I , 1
° ,, \ y 26 ti �ro •3 i. 2 -/ _ I I I II R II I I o� � x
(� Y�=¢' 4r _ 18 �i' / z +s• N e �\ O b^� °j o, \�s4.oe: -e B 14" E--337.06'-- I C; 1 I>! D)
o = P ,P Gj� •�„ Ss ,� / cr \ 4r� 'y>icj. \\\ "ry 27 oN e - -tm.ac - I 'i - fg':;
'{a `.
�• V ��^ S \/� �� ryg �1(D �. C' G ice . �\5 NtP NFW/J w 4g ® hN RV 28 0� 3 3 # } r d
r 4o y 1/. 0 T S ._ r°9i w - umlr 0 3 I I
On4� \\ 12 �' \� w ORi ® 29 g O 31 ° � Y I I i Jim
K h z, \ 30 ai
O z/ 17 // wry S� =H 10 \ tge I'F 4p 2 n v M ,; 32
M' Ora' ,s ' s , C4 , N � LL Q I
CD >8 sOss'rO� / .gory o'r / 13 /w O4 1&04 F0 M f11 - g o
co
^ S3 N 87-26'22' W 357.54' m = 1 G^D I
A3 r 8. / �1t O.v�V 8 • RtW' uee. TO BE a:ae•rco ro Ha e- M (n II I i
\s \ ry O7 \ S 87'26'22' E 157.54' 3
3 \M F 0h \ �1 h V4 ce \ Uw KR AbSOCIAnON FOR FENCE
Nss3�ee9 ��� / `?i� v, s 14 % 6 y,.4j�e,y \= h \y \ 1 ®. ft t oti S87'26'22"E gl J
/\ Q r -
��w [�OQ R� may, ,� �yy. \s O - gip - - - r
n- `C / �J�• ley M!'\ C- ,7, ry0 �`s4. M p. O M Ol dp . 35'MBL 1„ I 1
JOHN KOENIG =N ^tl M 4 1� g I, f3 I K n
/ I TEMPORARY 15 / D.B. 1254, P. 762 a g O N g O mils s 2 3W z In y I
Z / �BN \1u1N-ARauND J 0 \4�\a< ( z z ml W ] 3 I N87'26'22'W I I R I ,
0 �IN,\ /�•¢// �\\\z�_e zo oeuE - oo- I ! _ I 157.00'Q
W e? \ / -- N 87 26'22" W-249.22' - -
s = Z
/ b
NOTES: oo I 7 R
OWNER CERTIFICATION te7.
N 87 22 W 210.00' ti
3 1. BUILDING SETBACK LINES ARE ESTABLISHED WITHIN THE GUIDELINES /
7/ CURVE CHORD NO CHORD CURVEDELTATARE RADIUS ARC TANGENT I(WE), JOHN KOENIG OF THE CITY OF JACKSONVILLE ZONING ORDINANCE, DATED AUGUST I 1EA1PORARr ^ I
- CERTIFY THAT I WE AM(ARE) THE OWNER(S) OF 22, 1972. I II
CI N42'26'22'W 42.43 90Y70'00' 30.00 47.12 30.00 REGENCY PAR SECTION 1 SUBDIVISION AND THAT: ` TURN-AROUND3W 1ARF01• I _
Z C2 S47"38"W 28.28 90'0o'0o' 20.00 31.42 20.00 A. THIS PLAN OF SUBDIVISION IS ADOPTED WITH MY FREE 2. ALL STREETS ARE PUBLIC UNLESS DESIGNATED OTHERWISE. ORNIUMG°4eR
C3 N4226'22•W 21L26 9CrWOU' 20.00 31.42 20.00
C4 S7S3701'E $4.25 23'OB'41• 210.00 84.93 43.00 CONSENT' \ - - FINAL PLAT
c5 S7435'19hY 150.24 er34'00' 115.00 1e371 99.21 B. ALL REWIRED IMPROVEMENTS WALL BE COMPLETED. 3. CITY OF JACKSONVILLE WATER AND SEWER TAP FEES, IF APPLICABLE,
U 06 SIo31.40'E 28.28 9o'00'OC• 20.00 31.42 20.00 C. THESE IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE (FACILITIES CHARGES) MAY NOT HAVE BEEN PAID ON THESE LOTS BUT SHOWING
W C7 N79W20'E 26.28 90vo•oo• 20.00 31.42 ".Do MINIMUM STANDARDS SPECIFIED BY THE CITY OF JACKSON- MUST BE PAID, IF APPLICABLE, PRIOR TO THE ISSUANCE OF A BUILDING REGENCY PARK, SECTION
ce s743619"W 228.62 et•34•o0• 175.00 249.13 150.97 VILlE FOR THEIR CONSTRUCTION. PERMIT.
C9 S75432'01'E 60.18 23VW41" 150.00 50.59 30.72 D. THESE IMPROVEMENTS WALL BE FREE AND CLEAR OF ANY
ENCUMBRANCE OR LIEN. 4. ALL EASEMENTS ARE TO BE 20' DRAINAGE a UTILITY UNLESS OTHER- OF
�[ C10 N47'33'38'E 42.43 90T10'00' 30.00 47.12 96 3,48 E. THE RIGHT-OF-WAY, EASEMENTS, COMPLETED IMPROVEMENTS WISE SHOWN.
� Ctt Se613'02"E aoa z'26'39' 2to.00 89e �,� (WATER, SEWER, PAVEMENT, AND COMPACTED BASE, DRAINAGE, WILLIAMSBURG PLANTATION
Q C12 s7510'49"E 71.60 19'37'48' 210.00 71.95 36.33
C13 5e4'49'4e'E 3.92 to4.1s' z1o.00 a9z LBe CURB do GUTTER, AND SIDEWALKS) PUBLIC PARK OR OPEN 5. THIS PROPERTY IS LOCATED IN ZONE 'C" ACCORDING TO FEMA MAP ONSLOW COUNTY, NC
SPA E HEREBY DEDICATED TO THE CITY OF JACKSONVILLE. 370178-DO02B, DATE FEB. 15, 1985 AND FEMA MAP 37034D-0190C, JACKSONVILLE TOWNSHIP,
C14 N84.41'11"W 80.14 40'47'Oo• 115.00 et.e6 42.7s F IMP ENTS ARE GUARANTEED AGAINST DAMAGE RESULTING .ALLY 2, 1987. IT IS NOT IN A 100-YEAR FLOOD PLAIN. PREPARED BY
>_ C15 S5431'WW SM14 40'47'00• 115.00 81.86 42.75 FROMONG01 CONSTRUCTION ACTIVITIES AND ARE GUARANTEED
Cte S41.4T25"W 46.50 1518'12' nsoo 46.74 2a51 7SL'CE FOR 12 1� S AFTE1i TANCE FOR ANY DEFECTS IN CONSTRUCTION. 6. LOTS 1 AND 2 WILL NEED TO FRONT WINDHAM LANE. JOHN L.- PIERCE & ASSOCIATES. P.A. �-
Z C17 Se1TYP06 w 70.53 23'21'W 175.00 71.33 36.17
W me S84-MI40W 70.83 2S2t'09" 175.00 71.33 30.17 /l8/p� 7. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WILLIAMSBURG, 409 JOHNSON BLVD. JACKSONVILLE, NC 28541
LD C19 N74W'26•W 59.45 191S31' 175.00 59.74 30.16 PARKWAY. PHONE: [phone] DATE: JUNE 12, 2001LLJ
OWN IAll 9O, 4. - gKr& AR7% F6 A" 00 EIIJIIGpImfkgh1 (.ONfI:RI•L ON lwl1 finforv. SCALE: 1"= 100'
/ CERTIFIED N IN MY ct
� MY C ISSION EXPIRES PAY OF 20� LEGEND: GRAPHIC SCALE
1t MBL = MINIMUM BUILDING LINE
REF: PORTION OF D.B. 1254, P. 762 �' �! * DadJE - DRAINAGE & UTILITY EASEMENT OWNER/DEVELOPER: 100 6 eO 100 260 400
NOTARY PUB C e = CC = CONTROL CORNER JOHN KOENIG
PuBo"i V3 R/W RlgiTOF WA (10'X70') FAYETTEVILLE, NC
n O'•., 2® F2Tll = STREET ADDRESS 910-488-1976 ( 1N FELR )
1 1 inch = 100 ft
41 � I51 � 1�- Ilo4

WESTERN BLVD
8
THIS IS TO CERTIFY THAT THIS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE
NTH THE STANDARDS OF PRACTICE FOR \4\�ililltlil{illtd/�j�r�7rf �` g
LAND SURVEYING IN NORTH CAROLINA. `,�^'. , � (;
THAT THE ERROR OF CLOSURE IS �� Q „ °�.,,L/
0
1:10,000+. THAT THIS MAP IS _ �O��r( 8/qw �
SITE INTENDED TO BE RECORDED. 4 Q� e O W WA22
MSBURG PARKWAY g
WITNESS MY HAND AND SEAL _ i
THISI�DAY OF3� 20e� i SEAL s J $ N
L-25966c��` V
/ J� � u,
JbRF�C° -25T56 'Cs
L. U.S.HWY 17
rzr;l141iI i iiA�i11\i1\b\. .
VICINITY SKETCH
\ NOT TO SCALE
\
- - - -
i
00 1 I
HYDE PARK
- - -
r NOTES:
��` SEC I II 100I ^\ I 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK.
/ TION
k `3�a� ypE o �6,3 3� 1� I y - c / -. t\ \ II I I I co 1 2. SREARCK5'. FRONT-35; SIDE STREET-15'; SIDE-10';
2 �ss i / - _�i O I A 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS
24 o 2r f _ i ` I tl . I it Q f T - - - -r OTHERWISE NOTED.
r x 28 e / ` \ / I III I , 4. LOT DIMENSIONS ARE SCALED.
- 5 / a O I 6. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
/ 20 g 21 3 f \ f �f / FAIRMONT I I I I 7. ALL FLARED END SECTIONS TO BE LINED WITH CLASS ONE
2 21 x �` LN. I I a�
s77 / i -� / � I ' � I I RIP RAP AS SHOWN ON DETAIL SHEET.
40, WETIL� ^. i ` / + �y - x �7214q f y I / I ILL - - - _ - - 8. GRADING TO BE LIMITED TO RIGHT OF WAYS, CLEARING WILL
- _ - - 'I :II C9II� I (- - BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT
•`' 15.18� /ice �� 6.55 p - GO aJ�S 23 $@ D_ /'
��^ ? \ Q 71.3' O °^' 9t, yy. / ,_ i l I I I I OF WAY. LOTS ARE TO REMAIN UNDISTURBED.
/, / 49,T. 24' -� C0.s _ �' I I I I 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
> r/ ' " a / \ 19 / 7r n \ n mm t• / \� I I - I i �I i o It PAVEMENT INTERSECTS TO HAVE 30' RADIUS
1 TOPOGRAPHIC SURVEY PROVIDED BY OWNER.DATA: Q 11. ALL INTERSECTIONS WILL HAVE HANDICAP RA M PS FROM STREET
JOB
u 3 s -' TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S
PRE- CONSTRUCTION: i5C53 ri F ,, 2 � 0 TOPS 3t,0..f $ / �> n� I I I - SPECIFICATIONS.
' Q = C i A j i 7/ - - x. .. --�.T -_INv=z2.472 ^�'., '� s1.e � ��z ., s, . / � 'L I I � --I � I
Q= 0.20 X 5.5 X 12.75 1/ . 1 11�(,.,._ X / ery ,. O u; - <T I �_ i IIJ I
e a ; °^ �oe� l I I 11 `I o` I 12. ALL CUL-DE-SAC WILL HAVE 50 RADIUS.
0= 14.03 CFS .. .'i . I . . _�. / rye. 0,0 - )/4Z 26 m 5,_ S8T28'2TE �t III W I
V=2.88 FPS I I 13. SIGHT DISTANCE ARE 10'X70` AT INTERSECTIONS.
l r Q 1$ / +� ds 8 b I I -/ I I 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
C7 / /L - v °o x x x
�C/ � 7 ^ 7 � g i �Po' -M �v" � ti 28 jI II L_ - .- - - STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
POST- CONSTRUCTION: �I/ �,* r a 2 8 �fis; c� w _ t 30 I J I I - - I 15. SIDEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF
Q c I A kl'-. w° ^8 ^g me / 11 OqT es a 31 I I I-
m. �b• - JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
-Y F. \\ O � ¢ 6� l� : "-� _ � M� oo' ! � S ' 11� -. m t � '_ f 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
Q= 35.70 CFS - .4, ve ^"4 a �� . ��.-: I I+ j
V= 4.00 FPS ,061 \�\ � � yyo d /} W / 12 -'- '' . 10 �„« . . 6 , 29 g 8r o t S. 32 lu . 3 f 1 Q1 I MAP #3 701 7 8-0 001 8 WITH AN EFFECTIVE
{� � "u�3°eg 2�$� / / bO, 0 0o' �WV m > = �" 41�8 I I I I DATE OF FEBRUARY 15, 1985 AND FEMA MAP #370340-0190C
3 7 ./ 780 aJ �y 00• - 4g +Q 32.
' _ IIIIR II WITH AN EFFECTIVE DATE OF JULY 2, 1987.
90 S.Y. OF 5'-8 x:. "'�. �C S By.' �S, -,
RIP-RAP s 1s5cRty` � &^° � 8 `�' c�,o/ � ^8 �� ap. $ �� '�' $$> -' a - .- _I ' I I- - - - - I � 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
�+ .,'` N -I- - CONDITIONS PRIOR TO CONSTRUCTION & CONTRACTOR'S
$ e 22.54 85.00 85,00' B5.00' d
fo4, �CV / 16 / 'o I Og v \ M ES
$0.01• a I I RESPONSIBILITY COMPLY WITH THE CITY OF JACKSONVILL
3%30 O + m �� > COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
ROPo' 4° BsOo _ j yy 8 � ,/ I 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
O �P?� Q 2 ,� °� / �� ^ ` s �z I_ SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF
Hi ' �/ % a$7 14 O 8 T4< a v �- - - - -- - JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS.
i
OPr�� Q� /�° / poo• ? I -G- 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
6.� _ io.00Q �� 8 so ^ 7j' "` 6 m o n' I 20. ALL CATCH BASINS TO 8E PROTECTED WITH DOUBLE CONCRETE
2s ay r e -
i '. 9' \ it Ql. / / 'y.r' O�A0 1 �d --- - - - - � 9 u ildB45i�' n /
�s,es a a9 ^ e �� N BLOCK FILTER (SEE DETAIL).
/ �. ,� 0"'•3` r moo. \ Vim$' 35MdL � �I Ir`
5 r S I I I 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WILLIAMSBURG PARKWAY.
R
a, ��-____�,' �i• N / dq g 3 S m � 1" WPE'A' � 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM
25.49 S3� > rsM '/° - %/ I 00• v _ - - - - - -
�< Io I,� I �I ,:: 11 �- I O BUILDING SETBACK.
c0 CURB.
, 3� - 23. A SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF I� � a5o.00' ALL SI EW
_o.e5 Tz� `p s . 3z3 I 24. CONTRACTOR IS TO CONTACT THE CITY OFJACKSONVILLES PUBLIC
§a / � 54.25' 9497• I I N I ,I I WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
N5 •26.27"W 00p0 g I I �I �I fl Lu ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR CITY MAINTENANCE.
��- -0 3, r �- - o g CB _ I 8. I Z I 25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED
-32.3 Ivy Y9 00180.00' I I _�� - -- - _ `- AT ALL Gici7aSiNG5 VFeVATER LINE P.ND REiNFvieED CONCRETE PIPE
/ ATOP Q
I V I J 26. ALL INTERNAL STREETS TO BE 31' BACK TO BACK.
- A g .� F� .. - g INV-28.9 z NOT287 PROPOSED iLo
-
/ z p f�* .„:a�'v``iXfSTiNG 15 I I Tom-
_ INV-28 _ A
-'� PIPE' 11 INV-28.28 - -
'1'
_ S C T] PARK_ BAN
SECTIONS II & III
,
-0
if
9
RATIONAL METHOD: 0 = CIA
N` Q = (0.4)(7)(A) _
F TURE DEVVELOPMENT, � � �� // \ �� 1� o = (2.6)(A)
ACRES
PIPE ON OFF %ORADE CFS SIZE(IN) LENGTH(FT)
A 0 1 .10 0.35 3.1 15 158
' \ O B 0.39 1 .10 0.35 4.2 18 35
3353 / ` C 0.63 1 .82 0.35 6.9 24 193
D 0.61 0 1 .05 1 .7 15 189
�33.a0 / E 1.24 1.82 0.35 8.6 24 226
C
r \ F 0.55 0 10.67 1 .5 15 27
'���'� �� �n / ` 1 / �'9• /� A G 2.35 1 .82 0.35 11.7 24 330
/ 4\
H 3.02 1 .82 0.35 13.6 30 27
I 3.69 1 .82 0.35 15.4 30 282
rl
J 3.69 1.82 0.35 15.4 30 235 -
��' - K 0.75 0 0..35 2.1 15 27
L 5.24 1.82 0.35 19.8 30 167
M 5.24 1 .82 0.50 19.8 42 (OVERSIZED) 252
_ - - - N 0.29 0 0.35 0.80 15 28
- - 0 r`1.02 12.25 2.54 70.0 42(CMP) 63
-' NOTE: ALL PIPES AREA TO BE REINFORCED CONCRETE PIPE (RCP)
UNLESS OTHERWISE NOTED.
MAINTENANCE PLAN NOTE: NO WETLANDS DEUNIATED UNLESS SHOWN HEREON
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED I\9jfI%� �• ' r 1 i \ .�
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFFPRO -
ANYDUCING NEEDEDRAINFALL BUT REPAIRS WILLIN NO BE MADE IMMEDIATELY TO MAINTAE LESS THAN ONCE A IN K.
ALLGENERAL GRADING & DRAINAGE PLAN
PRACTICES AS 2 SEDIMENT WILL BE DESIGNED.
IREMOVED FROM THE SEDIMENT TRAP AND BLOCK LEGEND o SET IRON STAKE
STORMWATER/EROSION CONTROL PLAN
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY =
MH
HAS BEEN APPROXIMATELY 50% FILED. GRAVEL WILL BE CLEANED = MANHOLE PREPARED FOR
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS D&UE = DRAINAGE & UTILITY ESMT. REGENCY PARK, SECTION I
- PROPERLY. - WV = WATER VALVE OF
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FH = FIRE HYDRANT OWNER/DEVELOPER: WILLIAMSBURG PLANTATION
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE RCP = REINFORCED CONCRETE PIPE JOHN KOENIG
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A MBL = MINIMUM BUILDING LINE 6200 RAMSEY STREET JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
BARRIER. S.T. = 10' X 76' SITE TRIANGLE FAYETTEVILLE, INC PREPARED BY
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED ,AS NECESSARY, x 45.2 = SPOT ELEVATION 910-488-1976
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE x F4_57 = PROPOSED ELEVATION JOHN L. PIERCE & ASSOCIATES, A.
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ===> = DIRECTION OF FLOW TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY INV. = INVERT ZONE = R-7 ameeenoeeeeeep PHONE: [phone] DATE: NOVEMBER 3, 2000
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL G.V. = GATE VALVE mm�1'
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. -X-X- = SILT FENCE TOTAL AREA = 12.75 ACRES m£��� AR(f ''dy, SCALE: 1"= 100' F.B. PG.
CB = CATCH BASIN AVERAGE LOT SIZE = 11,900 S.F. .�0 a JOB # FILE NAME:
JB = JUNCTION BOX TOTAL NUMBER OF LOTS = 32 DEED '° s
LINEAR FEET OF STREETS = 1909 "4 ry GRAPHIC SCALE REVISED: 12/08/00
TBI = TO BE INSTALLED TYP. LOT DIMENSIONS = 85'X 140' S AL fY / 10o a so 00 20o REVISED: 01/15/01
= ROCK CHECK DAM MINIMUM LOT SIZE = 7.000 S.F. (BY ZONES , I {4}3400
_ - WATER\SEWER = CITY OF JACKSONVILLE `' f
= DOUBLE GONG. BLOCK FILTER DISTURBED AREA = 12 ACRES / -
CS
REF: D.B. 1254 P.762 ®'49e®Kg ¢ em�°` IN FEET ) SHEET 1 OF 9
/1`� 1 inch = 100 fL

THIS IS TO CERTIFY THAT THIS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE
NTH THE LAND SURVEYING STANDARDS
R
NORTH CA 0 NA� \`)`,'1;111tiIgN811p1117/fic
THAT THE ERROR OF CLOSURE IS �\\ 4H f'AAO
1:10.000+. THAT THIS MAP IS O ,4�SS � ✓ "
NOT INTENDED TO BE RECORDED. Q� Dy�,9 Cs p
1�1 r°WIU,JAIf9BURC PARKWAY
WITNESS MY HAND AND SEAL = ,•a g ' as
THIS I5'DAY OFF 20,A L SEAL i N
L-2596
N
%,;,s,luutue,tioo
7
\ VICINITY SKETCH
' \ \ NOT TO SCALE
\
% � '�^t \ nil- ✓ \ � I I I I� I ' '� r �
•- / G"\• ll N �I / rot
I - -SYDE PARK I I I - - - NOTES:
/ ... TION I
' ! y 1 seogQ•�� �� � \ �� 1000 t I 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK.
- °J I I I I 2. C • FRONT-3 , SIDE STREET-15'; SIDE-10,
` o t 0 r v f . S�\ I , SETBACKS. 5' S'
22 \ / I ' I II I REAR-15'.
`- / - r /\ - - - _ 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS
24 28 t f / _. - I- OTHERWISE NOTED.
2s` z5$ +r * / 0 t / �\ _ - I' I3II I 4. LOT DIMENSIONS ARE SCALED.
i e qI Qi J _ �' . 30 / t ` / 9 \ Y ' I
20, g 21 y s 22 s x / - \ FAIRM I I� I a I I 6. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
2 \ / / \ �\ ON T LN. II I QII ao t I 7. ALL FLARED END SECTIONS TO BE LINED WIN CLASS ONE
46A ! o
I / �, ; - �141E // t I / / �_ I I LL I I I RIP RAP AS SHOWN ON DETAIL SHEET.
y'' x e'er rL I I- - - - - - - 8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WILL
3a7 ?6 6. � � _ I I Ij
n �'i aes // 14 a \ 23 - t ry 1 I I I- BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT
-20
> ♦ , I �I I OF WAY. LOTS ARE TO REMAIN UNDISTURBED.
„ ? _
DRAINAGE DATA: �% `z vRY e. ,8 ' •/ 9. AL OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
/ tz n �. 2 ws1 'tCL i I I II CO N I L RIGHT
I II II I \ I PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
•a.ga sue''"� 4 �a c / / 98 / �, I tea` I ICI �. I I g I -/ I I I 1 D. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
PRE- CONSTRUCTION: A ee ,, 1V} �� e / , / ` �'n \ y \� / - I ti 1 I , - I II I Q 11. ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET
0- 0.20 >S 5.5 x 12.75 v yr',;;�I� ^„ ' w ;o / / µry o 1.a �� o $i 4 SIT / I I \r1 t I �^ I JIr � - - - - -I- � I TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S
0- 0. 03 CFS �j _ C SPECIFICATIONS.
' '!+ pr / g - �r �' 26 I I I O I 12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS.
V-2.88 FPS' * IIII�V///I`, f'r 1 +� g se7zez7t I J31
'F ,+iNj � / � � 18 / � 8 r - 13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
7 / /, x 1r I I `' 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
POST- CONSTRUCTION: , 4r �, 27 x - I
• �, � � �` �? ,. � � � '� � � Qr � 28 �v I II �L I STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
4,.0 44 X 7 X 12jb I ^� T - - - - 15. SIDEWALKS WILL 8E CONSTRUCTED AS REQUIRED 13Y CITY OF
Cl- 35.70 CFS - O
30 31 I I I- JACKSONwl1 E'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
V- 4.00 FPS " wi, Q] �' d� /+ • / 10 E'a �� 8 og I� I �I ^� I 16. THIS SIZE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
O \ 29 51� $ 32 - ,s I MAP r1370178-0001B WITH N EFFECTIVE
- �3 A g 48 I- � � � I
3Y - \ _' 4 � II. I I - ' I I DATE OF FEBRUARY 15, 1985 AND FEMA MAP /370340-019�
< '�8- -- - - - - �I g, I - WITH AN EFFECTIVE .DATE OF JULY 2, 1987.
< M�� = oz ^84 / ' / � \ s'us_ J I` I- r-n - - - _ _I I 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
IN _- c) /' Yr qT, CONDITIONS PRIOR TO CONSTRUCTION h CONTRACTOR'S
yy 32 30 / 16 / °o O ^ 'tl,I 01' I I I I I RESPONSIBILITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
'Et 8 00 COMPACTION STANDARDS
jo
18. CONTRACTOR
1 00 t STANDARDS FOR ALL STREET CONSTRUCTION,
`I' g 4r s - -
3 e, 3P �O \ }1/ / �� O \ I-I I S ALESAND TO S STABILIZE SIDES SLOPES PER E DITCHES
D
CITY OF
41s• \v/ / 14 (- - - - - - - JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS.
- 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
q� ,,� o Orr 6 A _ (- tao _ I „I_ I I 20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE
44,. 11� '.ZS tcvY �. 849 O / .��/ �' �� O � - - - - - 7='u_L I I „-M8_ n
9_,g �1 �2a�5 ? ��� a d �m I P � � I 3 BLOCK FILTER (SEE DETAIL).
'3 �, H�Sq, .h/ 5 1 4 1.
I© �o a 3 \ � ) I I \ I 21, DRIVEWAY ACCESS WALL 140T BE ALLOWED ALONG WILLIAMSBURG PARKWAY.
5, F 4e \ - �/ O - 22. FACE $ EE 1H AT LEAST A 3S MI
e a \ 'U.w . /V / GZQr q g �3 ¢I g � O I^I I I- A OY ALL HOMES TO ONLY STREETS VA $ WMUM
--,r , / \ M6 t5 i In i - - - -� p BUILDING SETBACK.
� _'; 1� �e.ee \ \ \ ! - �� �I- t L I I - cD 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST $ OFF BACK OF CURB.
a
_ z4.98 2
_- aza 4 I 4 CONTRACTOR IS 710 CONTACT THE CITY OF JACKSONVILLES PUBLIC
/" ee.
I
as.ar 100.ar I I I �I I \ `�° ( YI ' I WORKS DEFT. AT.LEAST 48 HOURS PRIOR 7.0 PLACING ABC OR ASPHALT
N to ��� I '' W ON ANY ROAD BED THAT IS TO 8E ACCEPTED FOR CITY INSTALLED
MAINTENANCE.
�4-34 2TW I
25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED
� .o0 2 I - - - - - � AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE.
, a
j '0 TOP-32 r 60.00' PROPOSED26. ALL INTERNAL STREETS TO BE 31' BACK TO BACK.
< /
EWTING 1s-rtcP I I I JaP- t u� Z
alV-2d2a To I I �I � -zn26 - �,� 0
32.5
-
' ------ m
r
I
•
�� RICHMOND PARK
I I
i
*.S -- - - - SECTIONS II & III
y _ m �, t N .
% / A I
1 A
4 � `
RATIONAL METHOD: 0 = CIA
�� 0 = (0.4)(7)(A)
F/UTURE DE'YELOPMENT' / / �0 y �� )/ G = (2.6)(A)
/ \ AGflE9
•� �� �� �� ' �� �'� , ,� ®>� S PIPE ON OFF %GRADE CFS SIZE(IN) LENGTH(FT)
A 0 1.10 0.35 3.1 15 158
B 0.39 1.10 0.35 4.2 18 35
% 33 F3 / C 0.63 1 .82 0.35 6.9 24 193
i
D 0.61 0 1 .05 1 .7 15 189
E 1.24 1.82 0.35 8.6 24 226
F 0.55 0 10.67 1 .5 15 27
G 2.35 1.82 0.35 11.7 24 330
H 3.02 1.82 0.35 13.6 30 27
I 3.69 1.82 0.35 15.4 30 282
J 3.69 1 .82 0.35 15.4 30 235
1Tg1 K 0.75 0 0.35 2.1 15 27
L 5.24 1.82 0.35 19.8 30 167
M 5.24 1 .82 0.50 19.8 42 iME.Si m, 252
N 0 29 0 2.54 70.0 15 28
E0 ' .,^� 12.25 2.54 70.0 42(CMP) 63
NOTE: ALL PIPES AREA TO BE REINFORCED CONCRETE PIPE (RCP)
UNLESS OTHERWISE NOTED.
MAINTENANCE PLAN NOTE: NO WETLANDS DELINIATED UNLESS SHOWN HEREON JAN 19 2001
DWQ
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WALL BE CHECKED 1PROJ# 5GUFUU//,¢
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. -
ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. LEGEND GENERAL GRADING & DRAINAGE PLAN
2-SEDIMENT WALL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK O = SET IRON STAKE STORMWATER/EROSION CONTROL PLAN
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED MH = MANHOLE PREPARED FOR
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS MUE = DRAINAGE & UTILITY ESMT. REGENCYV PARK, SECTION I
PROPERLY. WV = WATER VALVE OF
3-SEDIMENT WALL REMOVED FROM BEHIND THE SEDIMENT FENCE = FIRE HYDRANT
WHENEN IT IT OWNER/DEVELOPER: WILLIAMSBURG PLANTATION
BECOMES R ABOUT 0.5 FT DEEP AT THE FENCE. THE RCP REINFORCED CONCRETE PIPE JOHN KOENIG
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A MBL = MINIMUM BUILDING UNE JOHN KOENIGRAMSE STREET JACKSONVTLLE TOWNSHIP, ONSLOW COUNTY, NC
BARRIER. S.T. - 10' X' 70' SITE TRIANGLE FAYETTEVILLE, NC PREPARED BY
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED.AS NECESSARY, x 45.2 = SPOT ELEVATION 910-488-1976
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE x ® = PROPOSED ELEVATION JOHN L. PIERCE & ASSOCIATES. P.A.
PLAN TO MAINTAIN A VIGOROUS. DENSE VEGETATIVE COVER. = DIRECTION OF FLOW TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WALL PERPETUALLY INV. = INVERT
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL G.V. GATE VALVE ZONE - R-7 �,..•��°'4�++�., PHONE: [phone] DATE: NOV'EMBER 3, 2000
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. -X-X- = SILT FENCE TOTAL AREA = 12.75 ACRES ���- ARQ '''.,. SCALE: 1"= 100' F.B. PG.
CB = CATCH BASIN AVERAGE LOT SIZE - 11,900 S.F. JOB III FILE NAME:
TOTAL NUMBER OF LOTS - 32 E �=
JB JUNCTION BOX LINEAR FEET OF STREETS = 1909 yJ GRAPHIC SCALE REVISED: 12/08/00
TBI - TO BE INSTALLED �!P .
TYP. LOT DIMENSIONS - 85'X 140' S AL REASD: 01/15/01
•a f = ROCK CHECK DAM MINIMUM LOT SIZE - 7,000 S.F. (BY ZONE 148 a 100 0 ao Im 200 400
ER - OF
DOUBLE CONC. BLOCK FILTER DISTURB DWAREA -I TY 2 A RESKSONViLLE g
REF: D.B. 1254 P.762 K. NEIN FM
- I inch - 100 & SHEET 1 OF 9

THIS IS TO CERTIFY THAT THIS SURVEY
�.
AND MAP WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRACTICE FOR "
LAND SURVEYING IN NORTH CAROLINA.
THAT THE ERROR OF CLOSURE IS
1:10,000+. THAT THIS MAP IS �� a � 4l�ia WWAMSOURG PAWWAY
NOT INTENDED TO BE RECORDED.
WITNESS MY HAND AND SEAL �-
THIS I_ DAY OFJ!t?20.) v=EAL v
_ it!_ L.gE.nt 4 r
JUNN L. MLKUL, F.L.b. - 59S .P,,'I:
5 . 17
\ VICINITY SKETCH
\ NOT TO SCALE
I- T
00 I
HYDE PARK/ I I A(Yli + - - - - -r I NOTES:
/ SECTION I Y 0�011 I I�� I 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK.
I I � 00 1 2. SETBACKS: FRONT 35'; SIDE STREET-15'; SIDE-10';
REAR-15%
�\ \ _ / I Ir — — — — — J I 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS
pp/ \ /�je\ � � � _ _ � I II ry 311 I _ � I 4. LOTHERWISE
T o MasIONNS ARE SCALED.
/ 20 21 d? o \ / - \ / �O-I , FAIRMONT I I I� I i I 6. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REWIRED. I
e 27r \ _ /� �� LN. " I Q 7. ALL FLARED END SECTIONS TO BE LINED WITH CLASS ONE
I0_II I I I I RIP RAP AS SHOWN ON DETAIL SHEET.
8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WILL
y�E ��• 1 ! g\ 23 / I BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT
e O / �i / - —I- - I �I I OF WAY. LOTS ARE TO REMAIN UNDISTURBED.
�\ p� / �� - I I 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
19 /• — \ � 25 \� / l I I - I I i I j II I mIl I °p I I PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
�� !/ O / \ ha �� \ / �� I a I _ I ?I i II I I I I I 10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
�p \ a / I i kl ^I �I III I Qlr- _ _ _ _ _ 11. ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET
_ '��5 \ / I I • I�I I i II I ' I J I i I SPECIFICATIONS.TO ER N.C.D.O.T. AND CITY OF JACKSONVILLE'S
'\ w� B b 26 �/ _ I I sql I I I I V 3 I ; i I 1 a ALL CUL-DE-SAC
AREL10'X70 AT INTERSECTIONS.
18 4f'/ II I I 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
\ $ \ 27 28 I i I I I IL I STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
.SR J � r \ / / 4 11 \ gg�O 30 31 7 P�� j I I I — — — — —(- I 15. SIDEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF
y p / 17 / \ ug e I o I I II ' I 16. THIS IS NOTVUES STANDARDS AND AS SHOW4 ON WITHIN A 100 YEAR FLOOD ZONTYPICAL
PER FEMACTON.
• I I I 1 I I MAP #370178-00018 WITH AN EFFECTIVE
`� \ 8 29 14 32 IIi A II 1 O1 I DATE OF FEBRUARY 15, 1985 AND FEMA MAP #370340-0190C
$ / O / \• — — — — — — — — _ b 3s'ueg I I I I II 1 — — _I I WITH AN EFFECTIVE DATE OF AJLY 2. 1987.
/ / — — V I- - - I 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
/ 13 9 8 I i I II r CONDITIONS PRIOR TO CONSTRUCTION k CONTRACTOR'S
/ N / O 8 I I I I RESPONSIBILITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
? / 16 N I I I I COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
\�O 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
L I I I SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF
O� 14 O \ \ w b IL - - --�- 19. ALL DRAINAGE PIPES STOHAVE FLAREDECIF ENDSATONS.
—5,M — I I I I I 20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE
as'us I I r BL f m i I I II I n I BLOCK FILTER (SEE DETAIL).
25 h/ 4 n� _ I I� 1 !p h i j I I I I �n I I I I 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WIWAMSBURG PARKWAY.
/ O 3 O a I^I I `' 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM
e i
BUILDING SETBACK.
23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB.
24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
�,� ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR CITY MAINTENANCE.
`
� Jk �i � j I I IL NI Z
_ 25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE 70 BE INSTALLED
Q AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE.
I
-j 26. ALL INTERNAL STREETS TO BE 31' BACK TO BACK.
/ w / T I �1� v zz
4
O P, el III 1 - - - _ _ I'`,9 i
_
r— — I
i -- - �T�•: � I I I I
RICHMO4 D PARK
' -
�/ O� / it ► i �� iti 6 I I—— _ __ — secnoris u & ni
F TURE DEVELOPMENT
i
Y
-f>sae3 !
MAINTENANCE PLAN NOT_: NO WETLANDS DEUNIATED UNLESS SHOWN HEREON
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES MALL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED. _LEQEb9L WA TER & SEWER PLAN
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK O = SET IRON STAKE
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50x FILLED. GRAVEL WILL BE CLEANED MH MANHOLE PREPARED FOR
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS D&UE - DRAINAGE & UTILITY ESMT. REGENCY PARK, SECTION I
PROPERLY. WV WATER VALVE OF
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FH FIRE HYDRANT OWNER/DEVELOPER: WILLIAMSBURG PLANTATION
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE RCP = REINFORCED CONCRETE PIPE JOHN KOENIG
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A MBL - MINIMUM BUILDING LINE JOHN KOENIGRAMSE STREET JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
BARRIER. S.T. = 10' X 70' SITE TRIANGLE FAYETTEVILLE, NC PREPARED BY
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, - x 45.2 - SPOT ELEVATION 910-488-1976
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE x® - PROPOSED ELEVATION JOHN L. PIERCE & ASSOCIATES. P.A.
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. = TRACT DATA:
DIRECTION OF FLOW
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY INV. = INVERT 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL G.V. GATE VALVE ZONE - R-7 .liana,,, PHONE: [phone] DATE: NOVEMBER 3, 2000
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. -X-X- - SILT FENCE TOTAL AREA = 12.75 ACRES (j '., SCALE: 1"= 100' F.B. PG.
CB CATCH BASIN AVERAGE LOT SIZE - 11,900 S.F. .�/ 4•'•� JOB # FILE NAME:
JB JUNCTION BOX TOTAL NUMBER OF LOTS 32 QEE REVISED: 12 O,y
TBI TO BE INSTALLED LINEAR FEET OF STREETS = 19D9 �! f GRAPHIC SCALE /08/00
TYP. LOT DIMENSIONS = 85'X 140' / Al �? REVISED: 01/15/01
= ROCK CHECK DAM MINIMUM LOT SIZE - 7,000 S.F. (BY ZON 148 S 100 0 30 100 200 4
00
WATER\SEWER - CITY OF JACKSONVILLE .0.y
DOUBLE CONC. BLOCK FILTER DISTURBED AREA = 12 ACRES I�,•�` IpET• ��. ����
AM
•••• b
REF: D.B. 1254 P.762 • •, K. ( IN FEET )
1 inch 100 fG SHEET 2 OF 9

90 S.Y. OF 5"-8" / I
RIP-RAP O 1.5'DEPTH /
(45 C.Y.) _---
A �0F
\ INV=18.0 z
/ Z' Jj
4)-
EXISTING BRANCH i /
EL-10.14 0
f V
42'CMP xz/ ,
108' EARTHEN BERM
EL-19.6
94' m° 1
BOTTOM POND ELEV=13.6 '�. \ \1 1 100 YR FLOOD EL=23.33
I ail 219' � ��� � � �� Q,
END OF VEGETATIVE SHELF EL- 17.93
( INV=21.21
%�� 1 TA V E
3:1 SIDE SLOPES
----_- -- - EASEMENT/ACCESS TO POND NOTED ON
----._ -- ------ - - -- - ---- PLANS.
CONSTANT POND — --" -
EL- 19.6 —
1"DESIGN EL=21.13 42"RCP
SIDE SLOPES TO BE
SEEDED PER SEEDING
SCHEDULE _
285' 9
THICK sTESTEELPLA
°D PLATE
l _ 54' MINIMUM
FOREBAY CALCS.
FOREBAY CF= 15520 = (21x) > 20% ANTI-SEEP COLLAR DETAILNOT To SCALE
TOTAL CF = 74341
(n
LLJ
Q
O
O
O
BOTTOM POND EL- 13.6
O CONSTANT POND EL-19.6
CONSTANT POND SURFACE AREA- 21,200 S.F. O EL=19.6
1"DESIGN SURFACE AREA 24.552 S.F. O EL=21.13
O
O o NOTCH RISER AT ELEV= 21.13
O
N
TRASH RACK WITH RISER W/ ENCLOSED BOTTOM
o w #4 REBAR (4"O.C.E.W.) (BEET DETAP)COLLAR
10'VADE VECETAnVE SHELF _ ELEV. 23.33 (emergency spillway) 100 yr storm 3- 1 ii 1
PERIMETER OF POND(I:1 SLOPE) u? -
o ELEV. 22.8210 yr storm. -
1 EL=17.93 ° ELEV. 21.131"DESIGN ELEV. r - = -- ! —I
— — — — — — ,� ELEV. 19.6 _ 42" CMP
-
i
MANENT POND
- - - - -
CMP � i . I � • , i
1=III r? FOREBAY — —i - — — -
III c? —III III— III=III I— -
O -i =1 I— AREA ti —III— o
st = III 1 = O 1.5' SEPARATION I_ _III 6"PVC PIPE ANTI-FLOAT BLOCK
I-III—III - III— —1 W/CAP - 2" (40 CU. FT. CONCRETE)
1 III -li ( 1 1 ; = 1=i 1 -1 1 1-- HOLE DRILLED
ELEV.13.6 III III— - IN CAPPED END
(W/HARDWARE
— = iI—III—Ili-1 — — — —III III 1 — CLOTH SCREEN)
—1 II 1
ICI ICI -i � I—III—� I=11
1=1T-
STORMWATER POND DETAIL
o -11 ' DETENTION POND PRINCIPAL SPILLWAY PREPARED FOR
REGENCY PARK, SECT. I
NOT TO SCALE OF
BOTTOM EL=13.6 WILLIAMSBURG PLANTATION
o JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
o r°••NH CARpiVU 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
E S . '�q •,, PHONE: [phone] DATE: NOVEMBER 3, 2000
SCALE: 1"=20' F.B. PG.
$ AL 's JOB # FILE NAME:
/U) 148
20 10 0 20 40 60
o
a SCALE IN FEET
SHEET 6 OF 9

DEWEY BROS. INC. CATCH BASIN
FRAME & GRATE CH BN 2000
011+tT ssos tMc MAWKI E
Rim AID MOROI TOP OF CURB
P TOP or R9Aa_W-A" —r-
8" MAX 8 MAX
5" MIN 12" 11 5" MIN GUTTER LINE
7
i i IL
PIPE8" 8" BRICK g" 50'-0 or 60'-0"
PiR _ f
2' 2„
sw 3' 0"
Tr
..... — — — — — - - - - - — — - - - - --
14'-6"
Or
Mar TO srx[ 4" LI l=f3� 2 I
• i 1`2 � I
( P1ontMix)
V-6 CROWN I Slooe 1/a: 1,
I
4 , (�7CtiR1 ,a da a 4 * SICCWALX a `p R cosnp.Stene moIl _ 4 SiOEWALK -
4 t,-0 G e .
— 4' 8" 8' 5' 0" SCALE . i=S=O* —
EXISTING ROAD FOOTING CONC.
TYPiCAL STREET SECTION
a
SLOPE SLOPE LENGTH (FT.)
R/W
R W TYPICAL CURB INLET 2 TO 5% 750 CH BN 2000 10TTO 20% 25
50' MIN. >20%
I LENGTH NOT TO SCALE 15
BELL EROSION AND SEDIMENT CONTROL PLANNING
SEEDING SCHEDULE AND DESIGN MANUAL, D.N.R.C.D. 1988.
CONSTRUCTION SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM /tt/2" MESH HARDWARE CLOTH
ENTRANCE GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
PROFILE SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. MINIMUM 2" x 2" x 48"
12 MIN. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WOODEN POSTS OR OTHER
(SEE NOTE) N1TH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK APPROVED MATERIAL
MHERE SLOPES EXCEED 4%.
PLAN VIEW MATERIAL APPLICATION RATE Specifications
BURLAP SHALL 4''01h
bt ql,t 4 T-T
64
LIME 2 TONS/ACRE "c11�F
Construction eSpecificationsNOT BE ti►�ED.cationa 20% SUPERPHOSPHATE 600 POUNDS/ACRE �gF3
FERTiUZER(10-10-10) 1000 POUNDS/ACRE Laos WELDED WIRE MESH
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1") or AASHTO designation M43, size No. 2 ( 2-1/2" to 1-1/20). Use APRIL - JULYFESCUE, KY-31 50 POUNDS/ACRE
crushed atone. i
BERMUDA (HULLED) 10 POUNDS/ACRE
2. Length - As effective, but not less than 50 feet. _,`•_,'•_
'
3. Thickness - Not less than six (6) inches. a a a 8" X i6"CONCRETE BLOCK
4. Width - Not less than full width of ail points of JANUARY - MARCH
'
Ingress or egress. Minimum of 12'. FESCUE, KY-31 50 POUNDS/ACRE w • ' •;. ;
5. Washing - When necessary, wheels shall be cleaned to BERMUDA (UNHULLED) 20 POUNDS/ACRE
remove sediment prior to entrance onto public right-of- RYE (GRAIN) 25 POUNDS/ACRE
way. Men washing is required, it shall be done on on SEPTEMBER - NOVEMBER `
ores stabilized with crushed stone which drains Into an • ,
FESCUE, KY-31 50 POUNDS/ACRE
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch, LWLCH 2 TONS/ACRE \
CATCH
or watercourse through use of sandbags, grovel, boards
�
or other approved methods. ASPHALT TACK 300 GALLONS/ACRE
BASIN
6. Maintenance - The entrance shall be maintained in a
condition which will prevent tracking or Rowing of NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. DIRECTION OF
sediment onto public rights-of-way. This may require RUN OFF FLOW A
periodic top dressing with additional stone as conditions WOODEN POST A
demand and repair and/or cleonout of any measures used to Uwi EL �c IGLY ;tf IYL MA y�tF t J'1',- LaJ f II t E5 A
trap sediment. All sediment, spilled, dropped. washed or WELDED WIRE MESH
tracked onto public rights-of-way must be removed
immediately. BACKFILL
SEEDBED PREPARATION NOTES: EROSION & SILTATION N g5 WASHED STONE
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. CONTROL FABRIC GROUND LINE PLAN
STABILIZED CONSTRUCTION ENTRANCE (D-5) 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD NTH AVAILABLE �\
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6" DEEP. /\ /\ , 1,
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE 24" MIN. HARDWARE CLOTH
NOT TO SCALE SURFACE SO THAT THEY WiLL NOT INTERFERE NTH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, 12" j\��� ` EXTRA DEPTH REQUIRED El El ❑ ❑ ❑ ❑ El El
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. ��� FOR NON-STABLE SOILS //5 WASHED
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING STONE Ell
VECIFICATiONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PMOSPHATE. SECTION VIEW 01:11EII
❑ ❑ ❑ ❑
2' MIN. 5. F SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST ;NbL
WEIR REPORT. 147 TYPICAL INSTALLATION OF SILT FENCE
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED MATH THE SOIL i I�— _
(MAX.) OWING SEEDBED PREPARATION. - - - JOETH VARIES
j°o°o°e°o°o°o° 1 NOT TO SCALE CATCH BASIN
NO. 67 STONE e000°oo°oo°o oOr 1
r - - - - - - l
J:I °oD0000000° ..
uoo°o°o ono oeo r 1
°000eoeoe°e°• F L- - - -SECTION A-A - - - - - - J
ee°°saeeeeeeer
0 0 0 0 o e o in
.r°o°o°o°o°o°'o°cr
,agogogogo;8go PIPE ID + 2'4" #4 RE-BAR DOUBLE CONCRETE BLOCK FILTER AROUND CATCH BASIN (1)-6)
�eoeoeoeoeoeo, 3" F 7 1/2" 6" 12" O.C. EACH WAY--.— PIPE I.D. +
2' 4"
CLASS 'A'RIP-R
1` MINIMUM 4' MINIMUM 8" BRICK 1/4" COMPOUND
OPENING
12 EXPANSION MATERIAL
ROCK CHECK DAM 6" DETAIL SHEET
SCALE, 1'- 1'0' H 8 1/a" PREPARED FOR
coNc 1/2 PIPE I.D. I I REGENCY PARK, SECTION I
OF
GROUT - - I I MLLIAMSBURG PLANTATION
FILL I I 3
1 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
° °n G a ° JOHN L. PIERCE , & ASSOCIATES, P.A.
o
CONSTRUCTION SEQUENCE OF EACH SECTION ` e a d ° 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
a�mp��
a' 6" e" J I g• I B" .�" PHONE: [phone] DATE: NOVEMBER 3, 2000
1. OBTAIN PLAN APPROVAL. PIPE LO.+ ID MIN. %. .
2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE, GRAVEL, k ROCK CHECK DAMS AND INSTALL SILT FENCE. 2500/ CONC. - 4" 1' �" 4" WDTH AS �N CAk ji ` SCALE: AS NOTED F.B. PG.
3. BEGIN STRIPPING SITE & EARTHWORK. FOOTING I4 REQUIRED f' ~• ! " t'•
4. INSTALL CULVERT, DROP INLETS (MATH DOUBLE CONCRETE BLOCK FILTERS) AND RIP-RAP APRON. JOB FILE NAME:
5. MAINTAIN STRUCTURES DURING CONSTRUCTION. PIPE ID, + y DITCH DETAIL SFAL
6. STABILIZE &.41IIIEs It DITCHES AS THEY ARE BROUGHT To GRADE. NOTE: COVER To BE PROVIDED WITH TWO (2) LIFTING HANDLES 3' 0" NO SCALE
7. REMOVE TEMPORARY MEASURES. A
i' PERMP..1t:..1't` ti12c..,�1D �cJEK -Tt L�Er :'?a8,. •;uE. }., ) .:.. J.:: v`Ai> r .'�` � c��."r
Awe z =t u• «.` -. - F Rn" 7Ha>e ct 6Rc• { TYPICAL JUNCTION BOX
K. NEw �.•'
"!'�'!W"� SHEET 7 OF 9
NOT TO SCALE

zy3 ,
/K
.yR
WASIM BLYD
THIS IS TO CERTIFY THAT THIS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE
NTH THE STANDARDS OF PRACTICE FOR gli;IlifltlA((Jr(( / Y#
LAND SURVEYING IN NORTH CAROLINA. 'ONN' CA 'ii` ,., Y
THAT THE ERROR OF CLOSURE IS -•- �(/
1:10,000+. THAT THIS MAP IS T�Qf�`rESs%0��+y� �V"AM3MJRGPA"AY
NOT INTENDED TO BE RECORDED
WITNESS MY HAND AND SEAL
THIS/'DAY OFF 20,A SEAL i at0
K
7aF1}YC!FIERZFl �'Z8 - v, •.� Uk- Pf v IYn
� L. �tE
VICINITY SKETCH
r
\ NOT TO SCALE
I \
- - - -
/' 100 1
G ``\ - -- -HYDEI PARK I ) h"-' . t• -r- ---I NOTES:
SECTION I
S&DVgn mj\\ �j� ( \ \ I I O�OII I 1. ACTUAL PROPERTY LINE RUNS NTH CENTER OF CREEK. •
2. SETBACKS, FRONT-35'; SIDE STREET-15; SIDE-10;
22 ��0. 1 .�0 ( v \ //i � 'Si\ � G ;� � I ' I REAR-15'.
i / 1 V _` J 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS
24 28 \ c 'may „ / _ _�i I I - - OTHERWISE .
v r2.5` �,�s08 / / ,a x 30 \f / �� 1 \\ / e� E I3hI- / -r I RNISE NOTED
1 O 28 e, 4. LOT DIMENSIONS ARE SCALED.
i O Y I c� I I 6. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REWIRED.
`5 , �, / / 20 210 3? 22 ^9 x / - \ / OF \ �AIRMON T LN. II N �I� °j 1 I I 7. ALL FLARED ENO SECTIONS TO BE LINED WITH CLASS ONE
_ 8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WILL
�� ' ♦ > Y \ � I RIP RAP AS SHOWN ON DETAIL SHEET.
367 �01 / �� 23 \ / - ' / , til l 1 _ t caIBE AN i s ss \ 71.E m, e� / i -I- - - - I 1 I '- I I OF WAY..LLOTTSS ARE T 00 EMAIN UNDISTURBED. OF RIGHT
- -
i'' > 2,��'7 O /t / �e.>• 24 �� - / _ I I I ( I 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
DRAINAGE DATA: ,r�i!I/� .i� ���/ fit. / 19 / �� fie,l? �� � ��, 2 Nf 1�10E
l I�^j 1 1 I _J 1 ,III � 00 1 I PAVEMENT INTERSECTS 70 HAVE 30' RADIUS.
pRE- .CONSTRUCTION: a.as g 14 d ai ��- OQ'.� �° / T O / � � n 8 � ��- • l ' 1 (>k i I _ � �I �' � I� I I - I I I 11. TOPOGRAPHIC SURVEY PROVIDED N OWNER.
` / Vy� , P Q 11. ALL INTERSECTIONS WALL HAVE HANDICAP RAMPS FROM STREET
0 - C I A f x 7bP-}t,or� / 1 3 10 / 1 - I h r I 'I I lair - - - -�- -I TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVALLE'S
0- 0.20 X 5.5 x 12.75 :r k�V-2241 Fh 0 8 ; T i"� 1 _�i I I (I' J I i I I SPECIFICATIONS.
;I -` / +� > n 26 9~ � 1 I I k I I O I 12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS:
0- 14.03 CFS / I Ia - , v sa>�ew� a 3
V-2.88 FPS (t r ;y,/ / i \ iy O o x I I DID 1
- ) I I I I I 13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
A; �P �GJ � / _ 18 / O Po x x ( I `' 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
.POST- CONSTRUCTION: , .. T 27 x -- I
�(/ \' F o a 4r N '.4b O 28 cy I IL STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
4-.040 x I x t2 Y5 r. w Z ♦ ^� ' ^� \ A 30 31 I - - - - 15. �DEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF
35.70 CFS [ .� / , �._ ^ \� . ...fed j T..\. O AND AS SHOWN ON
8 S A 1 16. THIS S NOT WITHINSTANDARDSA 100 YE R FLOOD ZONE PERAFEMA SECTION.
v_ 4.00 FPS o , y /+ . / ,2 ,0 �,H 29 St g $ 32 I�a h l a
O O 8 0 -N O $ $ 480 Ig I r. 1 I I I MAP /370178-00018 MATH AN EFFECTIVE
4o to a e- �'J' a�- `- / 1 / / sa J?• 8 32 �qi'.. .. "' \�; y 33y . I DATE OF FEBRUARY 15, 1985 AND FEMA MAP 70340-0190C
ar-ar et 3 �4f• $•o ^�' �' •Lt, _ - - - - - II R II I WITH AN EFFECTIVE DATE OF JULY 2, 1987.
(44 ar) > ,% �Y �ZP / / Bi - - -� s' 9 J Q- I- - - - - I 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
13 qt .S7 aa,00 "' r CONDITIONS PRIOR TO CONSTRUCTION & CONTRACTO
o O R'S
O 8 e or I I I I RESPONSIBILITY TO COMPLY WITH THE CITY OF JACKSONVIL E'S
/ 3 / 16 / / T,D 8 I ( COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
1 ! >zP o \\�e �mi/ / gam, a _ - e
� 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
�� 14 ? O $ \ ��+ 4 L I_-I I SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF
r W 25:ea iVT' her / ' , NQ o 4 it ��- - - ---�- 19. ALL DJACKRAT AGE PIPES PTO HAVE FLAREDENDS.ON CONTROL A710NS.
3 4t OQ \ / "4cb &�° l► O n R � - -- - - - - I I- '5'Me - I "'r` I I 20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE
L ., 5.es, a s� d J � I BLOCK FILTER (SEE DETAIL).
jig ��457 - I y I / I 3
p 8 � � 1 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WILLIAMSBURG PARKWAY.
sae A ?T \ eS g O $ O I S 14 1 h I A `' I I 22. ALL HOMES TO ONLY FACE STREETS MATH AT LEAST A 35 MINIMUM
1 p I BUILDING SETBACK.
16 i 3? -I' teaar I I I I 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB.
X
r tarao 1323 I II I 1 O I I 24. IS TO
CONTACT48 HOURS PRIOR TO PLACING ABC OR ASPHALT
ED
I
Ne zrw I 2 I I I _ I w I ON ANY ROAD B TAT IS TO BE ACCEPTED FOR CITY MAINTENANCE.
R I I Y \ ^ II I 25. TWENTY LINE WORKS DEPT. AT LEAST FEET OF DUCTILE IRON PIPE TO INSTALLED
za.3a -- - O �! / \ TWOP�oo I - ' I�- - - - - - Q AT .ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE.
SS / TOP.323 60.00,
-1 26. ALL INTERNAL STREETS TO BE 31' BACK TO BACK.
INV-269 � N PROPOSED A Z
\
Z �
"I � aasTxw t a9ecP I G I TOP- p
/ - - - -
>
m
�o rtv-ze.ze q II xlv-ze ze I I I
Pprw r -
�\
, �1
1 r
RICHMOND PARK_
SECTIONS II & III
a
RATIONAL METHOD: 0 = CIA
� J / / 1 N� 0 = (0.4)(7)(A)
' F�URE DEVELOPMENT, A �' / \ �� r 0 = (2.8)(A)
ACRES
•"% ��\ i '� -' @ 1 S PIPE ON OFF %GRADE CFS SIZE(IN) LE14GTH(FT)
A 0 1.10 0.36 3.1 15 158
B 0.39 1.10 0.35 4.2 18 35
73.53 / C 0.63 1.82 0.35 6.9 24 193
„1 �4, / D 0.61 0 1 .05 1 .7 15 189:A 14 �� \ �." E 1 .24 1.82 0.35 8.6 24 226
�ff" _ '� -� �-� .,>O I / F 0.55 0 10.67 1 .5 15 27
G 2.35 1.82 0.35 11.7 24 330
H 3.02 1.82 0.35 13.8 30 27
I 3.69 1.82 0.35 15.4 30 282
i
J 3.69 1.82 0.35 15.4 30 235
s K 0.75 0 0.35 2.1 16 27
L 5.24 1.82 0.35 19.8 30 167
29
_. 26 2 54. 0
0 .p.. S
M 5.24 1.82 0.50 19.0 8 42 m[n•xm, 2
.•J {/E CEi ♦ i�D . . 70
0.35 ,2 CMP
2
NOTE: ALL PIPES AREA TO BE REINFORCED CONCRETE PIPE (RCP)
.t
} ` � . UNLESS OTHERWISE NOTED.
9 # MAINTENANCE PLAN NOTE: NO WETLANDS DELINIATED UNLESS SHOWN HEREON JAN 9 2001
Dwq
,r. 1-ALL EROSION AND SEDIMENT CONTROL PRACTICES HALL BE CHECKED PROd1YJ/ii a)1�/¢ -�'
FOR STABILITY AND OPERATION FOLLOWING EVERY'RUNOFF-
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE"A WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL GENERAL GRADING & DRAINAGE PLAN
PRACTICES AS DESIGNED. 1EGEND
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK O = SET IRON STAKE STORMWATER/EROSION CONTROL PLAN
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WALL BE CLEANED MH MANHOLE PREPARED FOR
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS D&UE = DRAINAGE & UTILITY ESMT. REGENCY PARK, SECTION I
PROPERLY. WV - WATER VALVE OF
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FH - FIRE HYDRANT OWNER/DEVELOPER: WILLIAMSBURG PLANTATION
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE RCP = REINFORCED CONCRETE PIPE JOHN KOENIG
SEDIMENT FENCE WALL BE REPAIRED AS NECESSARY TO MAINTAIN A MBL = MINIMUM BUILDING LINE 6200 RAMSEY STREET JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
BARRIER. S.T. = 10' X TO' SITE TRIANGLE FAYETTEVILLE, NC PREPARED BY
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED- AS NECESSARY, x 45.2 = SPOT ELEVATION 910-488-1976 JOHN L PIERCE & ASSOCIATES. P.A.
AND MULCHED ACCORDING TO SPEGFICATIONS IN THE VEGETATIVE x® = PROPOSED ELEVATION
PLAN TO MAINTAIN A VIGOROUS. DENSE 'VEGETATIVE COVER. _=> = DIRECTION OF FLOW TRACT DATA:
STAFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER HILL PERPETUALLY INV. - INVERT 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL ��••••e„ PHONE: [phone] DATE: NOVEMBER 3, 2000
G.V. = GATE VALVE ZONE = R-7 � v,,
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. -X-X- - SILT FENCE TOTAL AREA - 12.75 ACRES `�( ARO ''•,6 SCALE: 1"= 100, F.B. PG.
CB CATCH BASIN AVERAGE LOT SIZE - 11,900 S.F. ti JOB # FILE NAME:
JB JUNCTION BOX TOTAL NUMBER OF LOTS - 32 ti
TBI - TO BE INSTALLED
LINEAR FEET OF STREETS - 1909 9 GRAPHIC SCALE REVISED: 12/08/00
TYP. LOT DIMENSIONS = 85'X 140' $ AL f REVISED: 01/15/01
ROCK CHECK DAM MINIMUM LOT SIZE - 7,000 S.F. (BY ZONE 148 ! 100 o e0 100 too 400
WATER\SEWER - CITY OF JACKSONVILLE N'
* Q DOUBLE CONC. BLOCK FILTER DISTURBED AREA 12 ACRES fNE P�4:6
REF: D.B. 1254 P.762 k NEW`5,,0� ( IN rw )
/ / 1 inch 100 ft. SHEET 1 OF 9

THIS IS TO CERTIFY THAT THIS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRACTICE FOR
LAND SURVEYING N NORTH CAROLINA.
THAT THE ERROR OF CLOSURE IS C q $aw SMM PAWWAY
1:10,000+. THAT THIS MAP IS LA
a
NOT INTENDED TO BE RECORDED.
WITNESS MY HAND AND SEAL �' w
THIS 1- DAY OF jk?20.I n SEAL N
JOHN L.FIERCE. KL.�). L-2591r-
\ VICINITY SKETCH
\ NOT TO SCALE
r- -
/ I
�Py� HYDE PARK i �- - - - - -I I NOTES:
SECTION I
I p �-
_ m11 GAO / I I Ippo l 1 � I 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK.
c1,\ �� ����\ \ I I I I III I \ a0 1 I I I 2. SETBACKS. FRONT-35'; SIDE STREET-15'; SIDE-10';
% 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS
Q r T - - - - -r- I OTHERWISE NOTED.
4. LOT DIMENSIONS ARE SCALED.
Sg
I ' 7 WILL BE LED I
3.2 .0p FAIRMONT LN, 1 °J1 I . ALL FLARED END SECTIONS TO BE LIED WITHCLASSONEIQ
RIP RP AS SHOWN ON DETAIL SHEET,
K / �� �- i I I I I a 8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WILL
BE AN ADDITIONAL 10 FOOT WIDTH ON EACH S IDE OF RIGHT
Ji DE WAY. LOTS ARE TO REMAIN UNDISTURBED.tO -�� / I= I ^ 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
5 m 1 I RADIUS.10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
IPAVEMENT INTERSECTS TO HAVE 30'
/
_ 11. ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET
�} O / e \ l I �� I ih` I ^I iI III I aIr TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S/ I I :_�• �I I II I I I-_JI I ,- - - I SPECIFICATIONS.
�8 `� Rio 26 12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS.
„4a I I a0 I 1 I I 13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
18 ^1 / 9 �- I I I -' 1 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
/wo
Q27 s 28 I ! IL � 15. SIEWSTREEALKS WILL BE�CONSTR�UCTDEING D ASO CITY REQUIRED BY CIIT OF
/ 17 \ / // 11 \ C� d O O a c-'F I I I
JACKSONVLLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
f o� O3i4�3 29 R 32 III I I I II II I I I 16. THIS SITE IS
MAP #370178-00018 WITH ANT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
D,30 14 I, I I I _ DATE OF FEBRUARY 15, 1985 AND FEMA MP /370340-0190C
35 Me � 7.
17. IT IS THE CONTRACTOR'S RESPONSIBILITY TH AN EFFECTIVE DATE OF JULY 2, 8 0 VERIFY SOIL
13 k1 F ` I II r CONDITIONS PRIOR TO CONSTRUCTION do CONTRACTOR'S
8 \ �� RESP TO COMPLY WITH THE CITY OF JACKSONV '
; n I I I COMPACTIIBON ILITY STANDARDS FOR ALL STREET CONSTRUCTION S
18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY VIILE'S EROSION CONTROL SPECIFICATIONS..
JACKSON OF
14 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
_ y{ 20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE
Gj�P I''' _
- I 1,
I 15'MBL- I
Y 35'++e� '� � f BLOCK FILTER (SEE DETAIL).
/ ae/ / O a #, d 1 , �� I I \ 1 I 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WIWAMSBURG PARKWAY.
I
Q �/ 4 e I I= 1 K I I I I I
O' 3 �I I"O •k In I i I I I I II- - - Cif 22. ALL p BUILDIHGESETB SLY FACE STREETS WITH AT LEAST A 35' MINIMUM
23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST S OFF BACK OF CURB.
O15 I 24. CONTRACTOR IS TO CONTACT THE CITY OF J.ACKSONVILLES PUBLIC
I I I VI I I II i 1 III �I I I WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
I f I I I ON ANY ROAD BED THAT IS TO DE ACCEPTED FOR CITY MAINTENANCE,
Ir Li i I I I - - - K l Z 25. TWENTY LINEAR FEET OF DUCTILE FRON PIPE TO BE INSTALLED
-
y `J° AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE.
26. ALL INTERNAL STREETS TO BE 31' BACK TO BACK.
11 I 1 u zz
��
_ , II
IN 2-i9.� d N I 1
i
RICHMO4D PARK
SECTIONS II & III
j / ��
FTURE DE�/ELOPMENT/ 1 ^ '
Y
�\
33 63Al
a.
tea/
)9.
MAINTENANCE PLAN NOTE: NO WETLANDS DELINIATED UNLESS SHOWN HEREON
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED. LEGEND WATER & SEWER PLAN
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK O SET IRON STAKE
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY MH MANHOLE PREPARED FOR
ORS REPLACED BEEN PWHEN THE SEDIMENT ROXIMATELY 50% LLPOOL NO VLON ER DRAINS EL WILL BE CLEANED DhUE - DRAINAGE & UTILITY ESMT. REGENCY PARK, SECTION I
PROPERLY. AN - WATER VALVE OF
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FH = FIRE HYDRANT OWNER/DEVELOPER: WILLIAMSBURG PLANTATION
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE RCP = REINFORCED CONCRETE PIPE JOHN KOENIG
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A MBL - MINIMUM BUILDING LINE 6200 RAMSEY STREET JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
BARRIER. S.T. = 10' X 70' SITE TRIANGLE FAYTTEVILLE, NC PREPARED BY
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, x 45.2 = SPOT ELEVATION 910-488-1976
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE x ® = PROPOSED ELEVATION JOHN L. PIERCE & ASSOCIATES.-P.A.
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. DIRECTION OF FLOW TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY INV. = INVERT PHONE: [phone] DATE: NOVEMBER 3, 2000
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL G.V. = GATE VALVE ZONE - R-7 .
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. -X-X- - SILT FENCE TOTAL AREA = 12.75 ACRES AR •,, SCALE: 1"= 100' F.B. PG.
CB CATCH BASIN AVERAGE LOT SIZE - 11,900 S.F. ` Q ,� JOB # FILE NAME:
JB JUNCTION BOX TOTAL NUMBER OF LOTS = 32 LINEAR FEET OF STREETS = 1909 �". GRAPHIC SCALE REVISED: 12/08/00
TBI TO BE INSTALLED REVISED: 01/15/01
TYP. LOT DIMENSIONS = 85'X 140' AL /_ ao U w m 100 o 400
= ROCK CHECK DAM MINIMUM LOT SIZE - 7,000 S.F. (BY ZON IQ$
WATER\SEWER - CITY OF JACKSONVILLE q
= DOUBLE CONC. BLOCK FILTER DISTURBED AREA 12 ACRES •�,���`/ �`INEt• ,C
REF: D.B. 1254 P.762 ( � ) SHEET 2 OF 9
1 inch 100 1L
T
r

90 S.Y. OF 5"-8" /
RIP-RAP O 1.5'DEPTH /
(45 C.Y.) 110
,Fev,
INV=18.0
71/
EXISTING BRANCH
EL-10.14
0( j� 1 A
z� �\
42"CMP
106' EARTH& BERM
�X EL-19.6 � 1
94 d0 BOTTOM POND ELEV=13.6 V �A i , V �� A 100 YR FLOOD EL-23.33
� ��
219'
I / \
END OF VEGETATIVE SHELF EL= 17.93
I
INV=21.21
10'VEGETA VE SHELF _ -
��' .
- - - — -
- -- -_ - - -_-- - --_ - 3:1 SIDE SLOPES-- --- --
- - - - - -- - -- --- ---------- -- - ------ --- EASEMENT/ACCESS TO POND NOTED ON
--- - - -- - --- -- -- PLANS.
CONSTANT POND
42"RCP
EL= 19.6 —
1-DESIGN EL=21.13
SIDE SLOPES TO BE
SEEDED PER SEEDING
SCHEDULE _
285'
t naa STEEL LA
_ I 54' MINIMUM
FOREBAY CALCS.
ANTI-SEEP COLLAR DETAIL
FOREBAY CF- 15520 = (21%) > 20% NOT m SCALE
TOTAL CF = 74341
H
In
W
Q
O
O
O
BOTTOM POND EL= 13.6
O CONSTANT POND EL=19.6
CONSTANT POND SURFACE AREA= 21,200 S.F. 0 EL=19.6
1"DESIGN SURFACE AREA = 24.552 S.F. O EL=21.13
O
0 NOTCH RISER AT ELEV= 21.13
TRASH RACK WITH
1714 RISER W/ ENCLOSED BOTTOM ANTI-SEEP COLLAR
O w #4 REBAR (4"O.C.E.W.) (SEE DETAIL
�. IorwDE VEGETATIVE SHELFELEV. 23.33 (emergency spillway) 100 yr storm 3: 1 -
- 7 PMMETER OF PDND(B:t SLOPE N - -
--- EL=19.6 h o ELEV. 22.8200 yr storm.
EL=17.93 — ° ELEV. 21.13(1"DESIGN ELEV.) r - - -- -
3
'0 _ , � � � ELEV. 19.6 - 54 42" CMP _
PERMANENT POND _ - _ -
CMP _ _ = L
-- —I --_ iTT it-1i
Z i c? FOREBAY
� I , � .� I II i II I-, ?
O �
- AREA R - -f
- -
�t -III- 6"PVC PIPE ANTI-FLOAT BLOCK
I -I , I t l �� 1.5' SEPARATION I I '. _ -�
_
W/CAP - 2" (40 CU. FT. CONCRETE)
_I HOLE DRILLED
ELEV13- .6 III-
� IN CAPPED END
(W/HARDWARE
- -III - CLOTH SCREEN)
I I
� _ -
-1 - 11 -III I � �; l -! I
-III lit-11 �-I � .0 —1 —I , III- =1 1 I =IIi=1 1 '-
—, STORMWATER POND DETAIL
DETENTION POND PRINCIPAL SPILLWAY PREPARED FOR
NOT TO SCALE REGENCY PARK, SECT. 1
OF
V BOTTOM EL=13.6 WILLIAMSBURG PLANTATION
o JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
0 1`'`'�N CAR 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOVEMBER 3, 2000
v OE, b'kq s SCALE: 1"=20' F.B. PG.
SEAL = JOB # FILE NAME:
j + A "148
iHEED e 20 10 0 20 40 60
o %,,ry
I- ��•u,,,,,,,� '
SCALE MI FEET
SHEET 6 OF 9

DEWEY BROS. INC. CATCH BASIN
FRAME & GRATE CH BN 2000
KWY INGS, INC.WNISLE
RING A/O Cam
TOP OF CURB
Tap DOE
B" MAX
AX M
/ 5" MIN 12" 5" MIN GUTTER LINE
Stopin 1/4':
7„
vI►E rre 8' 8" BRICK "
i 2, 2„
8" 50�-0 or f30'-0 „
3 0
SN1 V*fW►UE Box — — — — — — - - - - — — — — — — — — — — — — — — - - - - - -
NOT TO SCALE IN'-6" .
er t m 6
4 ' ( 9-6� 2 i t3'-6" I 2� 9-6to
I
f P1sstMtal
- � - - - - - - - - - - - - - - - - - - - - I• 2"Asaheit 6 CROWN
Q Q I • s
° d° ° ° d° ° 4 SiDEWALIC 3 `n (,�f.'oe►p.5taee Sas f'r7 co R l 4 sNOEwaLrc -
a ad ° a ad ° `.
a
4' 8" 8" 5' O" SCALE : I;6=0 _
EXISTING ROAD 2500# CONC. TYPICAL STREET SECTION
FOOTING
SLOPE SLOPE LENGTH (FT.)
R/W R/W 100
TYPICAL CURB INLET 2 0 5% 75
5 TO 10% 50
CH BN 2000 50' MIN. 10 TO 20% 25
I LENGTH NOT TO SCALE 1, 15
REF: EROSION AND SEDIMENT CONTROL PLANNING
• CONSTRUCTION SEEDING SCHEDULE AND DESIGN MANUAL, D.N.R.C.D. 1988.
t1/2" MESH HARDWARE CLOTH
ENTRANCE SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM /
PROFILE GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. MINIMUM 2" x 2" x 48"
12' MIN.1 APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WOODEN POSTS OR OTHER
(SEE NOTE) WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK APPROVED MATERIAL
WHERE SLOPES EXCEED 4%.
PLAN VIEW MATERIAL APPLICATION RATE NOTE: BURLAP SHALL ro oc
NOT BE USED. °t � c
LIME 2 TONS/ACRE ngysD�
Construction Saeeificattona 20% SUPERPHOSPHATE 600 POUNDS/ACRE q1
FERTILIZER(10-10-10) 1000 POUNDS/ACRE R04as WELDED WIRE MESH
1. Stone Size - UseMSHA size No. 2 (2-1/2" to i") or AASHTO '
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use APRIL - JULY
crushed stone. FESCUE, KY-31 50 POUNDS/ACRE
6' X 16"
BERMUDA (HULLED) 10 POUNDS ACRE • CONCRETE BLOCK
2. length - As effective, but not less than 50 feet. ( /
_ 3. Width Thickness - Not leas than six (6) Inches. JANUARY - MARCH " _ ",;L•,; •,
4. Width - Not Casa than Lull width of all points of
ingress or egress. Minimum of 12'. FESCUE, KY-31 50 POUNDS/ACRE
5. Woshinq - When necessary, wheels shall be cleaned to BERMUDA (UNHULLED) 20 POUNDS/ACRE -1 `' L- L Q
remove sediment prior to entrance onto public right-of- RYE (GRAIN) 25 POUNDS/ACRE
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an SEPTEMBER - NOVEMBER
approved Sediment trap or sediment basin. All sediment FESCUE, KY-31 50 POUNDS/ACRE
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards MULCH 2 TONS/ACRE
CATCH
or other approved methods.
BASIN
6. Mointenonce - The entrance shall be maintained in a ASPHALT TACK 300 GALLONS/ACRE
condition which will prevent tracking or flowing of DIRECTION OF
sediment onto public rights-of-way. This ma re uire NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. A A
pq RUN OFF FLOW
periodic top dressing with additional stone as conditions ;, WOODEN POST
demand and repair and/or cleanout of any measures used to uKn V J:_ a t1<<'tAtY`L MA`1 '.JLF-1-; '1 L<Jr r`R >• L4<Ev, -�
RE MESH
trap sediment. All sediment, spilled, dropped. washed or WELDE[� WI-
tracked onto public rights-of-way must be removed a
immediately. BACKFILL }~
SEEDBED PREPARATION NOTES: EROSION & SILTATION C-4 WASHED STONE
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. CONTROL FABRIC GROUND LINE FIA8
2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE ` / :`,:!
STABILIZED CONSTRUCTION ENTRANCE (D-5) TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6" DEEP.
NOT TO SCALE 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
FA 2
INAL SEEDBED PREPARATION, �\ �`/\�� 24" MIN. HARDWARE CLOTH
MAINTENANCE OF VEGETATION. SURFACE FOR F
SURFACE SO THAT THEY WILL NOT INTERFERE 1TH THE ESTABLISHMENT AND 1 " EXTRA DEPTH REQUIRED ❑ ❑ ❑ ❑ ❑ ❑ El ❑
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. FOR NON—STABLE SOILS
4. IF NO SOIL TEST IS TAKEN, FERTIUZER AND LIME TO BE ACCORDING TO SEEDING STONE
SHE
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER ❑ ❑ ❑ ❑ E ❑ ❑ ❑ F]
2' MIN. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTIUZER ACCORDING TO SOIL TEST
WEIR __ __ _
PHOSPHATE. SECTION VIEW
REPORT. C
CMAXJ 6. UME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL TYPICAL INSTALLATION OF SILT FENCE i - ! DE TH VARIES
�000000oOOOoOr 1 DURING SEEDBED PREPARATION. _.
0 0 0 0 0 o NOT TO SCALE CATCH BASIN
NO. 67 STONE o 0
o°o°o°e°o°o°o` 1
0 00 D000000
0 0 0 0 ° r' r - - - - - - l
. e o 0 0 0 0
°0°0°0°0°0°0 Z L - -- - - - - - - - - - - - - J
O0 000000000�b SECTION A-A
0000000°e°DOo �
O000000°O°O°e
,0000000000000
ogo;og o0000 PIPE ID + 2'4" #4 RE—BAR DOUBLE CONCRETE BLOCK FILTER AROUND CATCH BASIN (D-6)
3" F 7 1/2" 6" 12" O.C. EACH WAY PIPE I.D. +
CLASS 'A'RIP-R 2 4
' MINIMUM 4' MINIMUM 8• g BRICK 1/4" COMPOUND
(� �1 OPENING
I I 12 EXPANSION MATERIAL
ROCK CHECK DAM 6"
DETAIL SHEET
SCALE 1'= 1'0' H 8 1/4- PREPARED FOR
CONC 1/2 PIPE I.D. I REGENCY PARK, SECTION I
GROUT FILL WILLIAMSBURG PLANTATION
I I 3
a a i JACKSONVILLE TONAVPREPARED BNSLOW COUNTY, NC
° °° °°^ ' JOHN L. PIERCE & ASSOCIATES. P.A.
° ° ° O ° ° °
SEQUENCE OF EACH SECTION
a a
CONSTRUCTION SEW E 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOVEMBER 3, 2000
1. OBTAIN PLAN APPROVAL. PIPE I.D.+ 3' MIN. �{ CAR(jlf+.,`
2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE, GRAVEL, & ROCK CHECK DAMS AND INSTALL SILT FENCE. 2500/ CONC. — 4•
1' 0" a' WIDTH AS� � ,,• y .,� SCALE: AS NOTED F.B. PG.
3. BEGIN STRIPPING SITE &EARTHWORK. FOOTING I REQUIRED r JOB # FILE NAME:
4. INSTALL CULVERT; DROP INLETS (MATH DOUBLE CONCRETE BLOCK FILTERS) AND RIP-RAP APRON.
5. MAINTAIN STRL! 7MES DURING CONSTRUCTION. PIPE I.O. + DITCH DETAIL AL i V }
6. STABILIZE %#IES & DITCHES AS THEY ARE BROUGHT TO GRADE. NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES 3' 0" NO SCALE // J'A 48 'i s
pp7. REMOVE PPOORRARY MEASURES.
O. PERIA A•iW,jY �1 INY .CZ4eC TL C•?t T.`rZ�gL' ,r H: 'i"'N.:U „i: .,`�Ki v:'. �'M.T� . .
I►rE � r
TYPICAL JUNCTION BOX
SHEET 7 OF 9
NOT TO SCALE y

THIS IS TO CERTIFY THAT THIS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA.
THAT THE ERROR OF CLOSURE IS
1:10,000+. THAT THIS MAP IS 1IWIIIBIIpp/
NOT INTENDED TO BE RECORDED. `{ GIRO /iy�
WITNESS MY HAND AND SEAL i
THIS & DAY OF W 2000 . ��oFES31p 'yy WWAMSBUR6 PARKWAY
Q SEAL
f
JOHN
. . . - L-2598
rf
VICINITY SKETCH
\ NOT TO SCALE
�yc3 �'t
y c� I H N 31� I ; 0000 1
VO JI� I NOTES:
�PyF\ / ��\\` \ SECTION PARK
I 1 1' I - I 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK.
� I` mom\ \ GD�� / / \ \ I' I000 I 1 N31 2. SETBACKS: FRONT-35'; SIDE STREET-15'; SIDE-10';
- •o x_ I I I REAR-15'.
co 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS
OTHERWISE NOTED.
}II
� + - - - - I I 4. LOT DIMENSIONS ARE SCALED.
/< r QI I 5. LOTS WILL BE SOLD AND DEVELOPED INDIVIDUALLY (REMAIN
21 22 // �' \ // 26" WOODED).
�\ FAIRMONT b 1� I 1 1 I I 6. SOIL DISPOSAL AND DEBRIS WALL BE HAULED IF REQUIRED.
/ O \ _ �� LN. P I QI 1 , 7. ALL FLARED END SECTIONS TO BE LINED WITH CLASS ONE
104 ( / �. x8 ~ '41-E \ // I� 1 // \ RIP RAP AS SHOWN ON DETAIL SHEET.
o� 1 28•� �L I- 1 I- - - - __ - - _ 8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WILL
/. Tr. Y 3 2 . A / _ I l I II C9
i � / � ,3 O -� � � O $ I 1, 1 _ I I� I r I BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT
-� s es \ 23 �• Se ti -I- - - - I - OF WAY. LOTS ARE TO REMAIN UNDISTURBED.
71.3 a 24 � •e / l I -I � I 9� I I
O - p I 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
r ,, ,11 S ?Q/ ^ v 25 - 1.26'14'E / v I I I 'I mI 1
/ �''� ,� 19 / ? 1• 1 "0 1 -^ ' [n t, , I PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
DRAINAGE DATA: a „ /1 .� �� �Q- O� � x 4 Is ,� m$ �� / L� I I I - I 1� �� I I I I I 10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
PRE- CONSTRUCTION: Ya9 ii 54 �(/} O de �8 .�, j/ ^ / \� t� `� l I ryi I ice; I ill r lair- _ 11. ALL INTERSECTIONS WALL HAVE HANDICAP RAMPS FROM STREET
TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S
1 + yo"• = x ��; 'a1� / I I _�'i II� I� h_J I �- - -I- I SPECIFICATIONS.
0 - CIA � f! O TOP- 31. e1.e \ -.
0- 14.0 x 5.5 x 12.75 F �I -�47 / y`ry Q �� ��' 26 ?� / se7•ze'27� I I I b II 3II o 1 I I 12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS.
0- L4.03 OFS I' .. - 4Y ro �' 95.'6D' a0 1
/ ' r � � oo I � I I 13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
V-2.88 FPS � i `� � 18 /. t � � no. \ � I I 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
27 I _ I STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
POST- CONSTRUCTION: �(;� - `c/ / �' N " 28 I h I-- l
0 - CIA t; " " S ( 30 I - - - - - -I 15. SIDEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF
0. 040X7x12.75 x oy o d'� / 11 � ` . v6 r � \x O 31 U
JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
0- 35.70 CFS �� 1� / 10 roN b \\ O $ �' 8 32 I�of II I rn 1 1 I 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
v- 4.00 FPS oe / 8 j 12 ti 4s 29 R8 $ Qg I N I � I n 1 I I MAP /3 701 7 6-0001 8 WITH AN EFFECTIVE
4v 43 _ ifi 8 I DATE OF FEBRUARY 15, 1985 AND FEMA MAP �1370340-0190C
�• W n L 4K- h ' I
- ����� � � sq W � � �1C=� - _K� _ II � 8 I I 8 WITH AN EFFECTIVE DATE OF J1LY 2, 1987.
w ar. a a'-e' q,•NY. 4r 'S - JL - L 1, - -`- - qI
<u w�1, 8 �• ,� �� 8 �� 4T• 8 � � �_�- -MB_ ___I d N� r - - I 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SqL
wv-Teo %_ - GJ / / "YK 13 �W a eaoo' sao' " _ r CONDITIONS PRIOR TO CONSTRUCTION do CONTRACTOR'S
16 0o O O °a eo.or I I RESPONSIBILITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
�z�0 g!� I 3 COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
T9+ •�� / n\ ram, / / , q7. 14 - ♦a '1 �C= t I I 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF _
14 O $ �" z<4 I- - - - - - I JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS.
zA Off/ / (4 j Hem• S O 1 - - - 1t o0 1 r- 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
- - zs.ee ,' yFP Q '+q 8 c r1j 6 8 .c 1 I 20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE
(� 03 0 / qy R - - - - I I- '`"As7 A 1 BLOCK FILTER SEE DETAIL
�t, sas say / °o• e � " ° -I d 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG 1MWAMSBURG PARKWAY.
9 1i Yl / y / 4t O $ O I6 1 LSO I I r �A 22. ALL HOMES TO ONLY FACE STREETS NTH AT LEAST A 35' MINIMUM
s s (� !' 26 ne yN 01 `,SM� ��� 6 � �� -- - - - - � p BUILDING SETBACK,
15 �� -I' 1eo.00' N I I I cD I 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB.
�Bg• 52.3 1 1 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
�� I i A
ra ae P '
� �a Be / �F%MP �� oe 54.z6' g4.yr n l a) I I I WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
�� Na e'2Tw 100.Co' I I I I - I tif
I W ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR CITY MAINTENANCE.
�- 0 r 2 - " 25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED
- �a.3a - i K' TOP432.3 �- - ._ - _ �i Z
\ IN z+a.00 Q I AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE.
�� v Ce i893 160.00, A PRovosm -� 26. GRADING LIMITS TO BE APPROXIMATELY 10' BEYOND ALL R/WrS
z I 1 Z AND AROUND PROPOSED PIPE.
DOsnNG 1WRCP C I I OP-
u7
INV-28.26 1 1 I� TOP.
�1 0O I 27. DE THE CIOPEROFO PROVIDE
STOP
SIGNS IN ACCORDANCE WITH
i
/
S.
3as I I 1 I r- - - --- � �- _
m p
. ALL INTERNAL STREETS B 1 BACK TO BACK.
p n
- � - SECTIONS If k III
1 I
;V �- ,� / / / , RATIONAL METHOD: 0 = CIA
/ -� i / ,/ 1, I/� 0 (2.8)(A)
F�JTURE DEyELOPMNT � / \ �(
Y \�1`r ACRES
\ 1 S PIPE ON OFF %GRADE CFS SIZE(IN) LENGTH(FT)
y
A 0 1 .10 0.35 3.1 15 158
B 0.39 1 .10 0.35 4.2 18 35
�• �� i // " _ / C 0.63 1.82 0.35 6.9 24 193
D 0.61 0 1 .05 1 .7 15 189 _
E 1 .24 1 .62 0.35 8.6 24 226
r"
F 0.55 0 10.87 1 .5 15 27
0 2.35 1 .82 0.35 11 .7 24 330
H 3.02 1.82 0.35 13.6 30 27
1 O I 3.69 1.82 0.35 16.4 30 282
J 3.69 1.82 0.35 15.4 30 235
K 0.75 0 0.35 2.1 15 27
L 5.24 1 .82 0.35 19.8 30 167
M 5.24 1.82 0.50 19.8 42 ioac ie ) 252
N 0.29 0 0.35 0.80 15 28
0 12.75 12.25 2.54 70.0 42(CMP) 63
RE CEI . ED NOTF: UNLESSP OTHERWISEO NBE R
OTEDETNFORCED CONCRETE PIPE (RCP)
MAINTENANCE PLAN -- -��
NOV 14 20
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED DWQ
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- PROJ
PRODUCING
N NEEDED REPAIRS WILL BE MADEN NO IMMEDIATELY TO MAINTAIN E LESS THAN ONCE A WEEK.
ANY ALL GENERAL GRADING & DRAINAGE PLAN
PRACTICES AS DESIGNED. LEGEND
2-SEDIMENT WALL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK 0 = SET IRON STAKE STORMWATER/EROSION CONTROL PLAN
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY MH = MANHOLE PREPARED FOR
ORS REPLACED BEEN PWHEN THE SEDIMENT
ROXIMATELY 50% LLPOOL NO LONGER DRAINS ED. GRAVEL WILL BE CLEANED D&UE = DRAINAGE h UTILITY ESMT• REGENCY PARK, SECTION I
PROPERLY. $ WV = WATER VALVE OF
3-SEDIMENT WALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FH = FIRE HYDRANT OWNER/DEVELOPER: WILLIAMSBURG PLANTATION
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE RCP = REINFORCED CONCRETE PIPE JOHN KOENIG
SEDIMENT FENCE WALL BE REPAIRED AS NECESSARY TO MAINTAIN A MBL = MINIMUM BUILDING LINE 6200 RAMSEY STREET JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
BARRIER. S.T. = 10' X 70' SITE TRIANGLE FAYETTEVILLE, NC PREPARED BY
4-ALL SEEDED AREAS WALL BE FERTILIZED, RESEEDED AS NECESSARY, x 45.2 = SPOT ELEVATION 910-488-1976
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE ■ 44.. = PROPOSED ELEVATION JOHN L. PIERCE & ASSOCIATES, P.A.
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ===c> - DIRECTION OF FLOW TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WALL PERPETUALLY INV. INVERT PHONE: [phone] DATE: NOVEMBER 3, 2000
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL G.V. = GATE VALVE ZONE - R-7
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. -X-X- - SILT FENCE TOTAL AREA = 12.75 ACRES SCALE: 1-= 100' F.B. PG.
CB = CATCH BASIN AVERAGE LOT SIZE = 11,900 S.F. - JOB # FILE NAME:
JB = JUNCTION BOX TOTAL NUMBER OF LOTS 32
TBI = TO BE INSTALLED LINEAR FEET OF STREETS = 1909 GRAPHIC SCALE
TYP. LOT DIMENSIONS = 85'X 140'
ROCK CHECK DAM MINIMUM LOT SIZE = 7,000 S.F. (BY 'ZONE) i 1100 0 50 100 200 400
WATER\SEWER = CITY OF JACKSONVILLE s
= DOUBLE CONC. BLOCK FILTER DISTURBED AREA = 6.0 ACRES
REF: D.B. 1254 P.762 ( 1N )
r®,t,gr1e441', - 1 Inch : 100 IL SHEET 1 OF 9
7
A
� I.

THIS IS TO CERTIFY THAT THIS SURVEY WESTERN BLVD
AND MAP WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA.
THAT THE ERROR OF CLOSURE IS
1:10,000+. THAT THIS MAP IS
NOT INTENDED TO BE RECORDED.
WITNESS MY HANI�,4ND SEAL
THIS if DAY OFLA" 20PO . .+ � �wwAMSBURG PuixwAYJOHN
S
f Q SEAL
w L-2596 1 VICINITY SKETCH
Q: \ NOT TO SCALE
I NOTES:
HYDE PARK 1. AC TUAL PR OPERTY LINE RUNS WITH CENTER OF CREE
K.SECION I 2. SETBACKS: FRONT-35'; SIDE STREET-15'; SIDE-10';
o I 00 I REAR-15'.
I I 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS
OTHERWISE NOTED.
4. LOT DIMENSIONS ARE SCALED.
/ /\ I I I 5. LOTS WILL BE SOLD AND DEVELOPED INDIVIDUALLY (REMAIN
O O WOODED).
��O 20 21 0 \ // �-�' \� / 9�,0�� / FAIR RMp - I � I� �� I I cv W I I 6. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
/ e 22 / _ £ /� � �� NT LN• h Q 00 1 I 7. ALL FLARED END SECTIONS TO BE LINED NTH CLASS ONE
/ � / ` : 1 ILLII I - I I I RIP RAP AS SHOWN ON DETAIL SHEET.
G c�`�� 4 _ - y / �1 I / _\ l �- I - - - - _ _ 8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WALL
ES Q�/� _ BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT
i
1? JJ \ Il a O / 1 i / I -I- - - I I I ' OF WAY. LOTS ARE TO REMAIN UNDISTURBED.
e>6 ?� O ' S \ �,�,N 24 25 / - / _\ I I I I I W I I I 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
(v:/ � 1 g / .G - j O \� ^� I _\ I I yI i I I h I mII I I I I PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
Az O / \- \ 10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
o / I L� I - \dI :-- i I Q _ _ _ 11. ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET
e - `7 1 I'I . -Ir TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S
r i I; I i II II y J I - - I SPECIFICATIONS.
26 4I I I II 11 I I c W I 12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS.
C-D/� \ 18 ;�eWwt��/ 1 \ \ ` 00 1 I I I 13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
\ 27 I ' I 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
�/ \ O 28 i I 9 _ _ STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
ng C4 k I I IL I - - - 15. SIDEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF
� 30 31 o .I I V I I I-
JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
10 ° 32 IIi @ I II I a I I I 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
o� /�(J \` \ 7H �� H u I I I \ ^ 1 I MAP #3701 7 8-0001 8 WITH AN EFFECTIVE
/ / / ` Hut: N I i I I I DATE OF FEBRUARY 15, 1985 AND FEMA MAP #3 70340-01 90C
a� �� � / / - - - - - - - - _ - - _ g I I i I 1 - - - WITH AN EFFECTIVE DATE OF JULY 2, 1987.
/,/ / / }5- 5i a I I- 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
G) / / 13 �IC�` Ic I II r CONDITIONS PRIOR TO CONSTRUCTION & CONTRACTOR'S
\\Cv � / / O O a b 8 I '�W I I I RESPONSIBILITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
�? �1 / \ 16 N / � \ II ^ , I COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
_ 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
�a�q �� - "�-- _ I I I I SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF
L - - - - - - JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS.
I wY0 I II -�- 19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
I I 9 I 20. ALL CATCH BASINS TO BE PROTECTED MATH DOUBLE CONCRETE
O
��� a�// 5 �} �SMb -� I I glF '• UP, ��fl � � I II I 1 l.� I I � BLOCK FILTER (SEE DETAIL).
� ,� h/ O 4 Ne d I m i ' I I 1 I \ I 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WIWAMSBURG PARKWAY.
N� O' 3 I=O g I>,I I I _ - G_ 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM
-- -
N fl I~ t - O I BUILDING SETBACK.
cD 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB.
24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
I WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
2
/ i°
ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR CITY MAINTENANCE.
Z 25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED
Q AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE.
-D I fl p I 26. GRADING LIMITS TO BE APPROXIMATELY 10' BEYOND ALL R/WS
Z AND AROUND PROPOSED PIPE.
- of I II 27. ACCORDANCE WITH
wV W ^ O DEVELOPER 0 PR SIGNS IN I V110P R T PROVIDE STOP GNS
/ \ Pill, I THE CITY OF JACKSONVILLE'S SPECS.
/ F Z I- ` - - - -- -{ 28. ALL INTERNAL STREETS TO BE 31' BACK TO BACK.
-- --�Top P I II I 2
INV -79.89 I
��' I _ RICHMOND PARK_
SECTIONS i
( ,I �. II & III
/ bo
41
% 17 TURE DEVELOPMENT =u; �, 1 L ^ '/
wr ?'
S
rl I \
MAINTENANCE PLAN
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK.
ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED. LEGEND WATER & SEWER PLAN
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK 0 = SET IRON STAKE
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50S FILLED. GRAVEL WILL BE CLEANED MH MANHOLE PREPARED FOR
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS D&UE = DRAINAGE & UTILITY ESMT. REGENCY PARK, SECTION I
PROPERLY. WV = WATER VALVE OF
3-SEDIMENT WALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FH FIRE HYDRANT OWNER/DEVELOPER: WILLIAMSBURG PLANTATION
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE RCP = REINFORCED CONCRETE PIPE IG
KOEN
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A MBL MINIMUM BUILDING LINE JOHN JOHN KOENRAMSEY STREET JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
BARRIER. S.T. = 10' X 70' SITE TRIANGLE FAYETTEVILLE, NC PREPARED BY
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, x 45.2 = SPOT ELEVATION 910-488-1976
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE xr�" = PROPOSED ELEVATION JOHN L. PIERCE & ASSOCIATES. P.A.
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. = DIRECTION OF FLOW TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY INV. a INVERT MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL G.V. = GATE VALVE ZONE 346-9800 DATE: NOVEMBER 3, 2000
TOTAL AREA = 12.75 ACRES SCALE:R-7 PHONE: 910-0- 100' F.B. PG.
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. -X-X- - SILT FENCE
CB CATCH BASIN AVERAGE LOT SIZE = 11,900 S.F. JOB # FILE NAME:
JB = JUNCTION BOX TOTAL NUMBER OF LOTS - 32
TBI = TO BE INSTALLED LINEAR FEET OF STREETS = 1909 GRAPHIC SCALE
TYP. LOT DIMENSIONS - 85'X 140' $E/p %
= ROCK CHECK DAM MINIMUM LOT SIZE = 7,DO0 S.F. (BY ZONE) 1048 6 0 50 100 200 400
WATER\SEWER - CITY OF JACKSONVILLE r
DOUBLE CONC. BLOCK FILTER DISTURBED AREA = 6.0 ACRES
REF: D.B. 1254 P.762 , ( IN FEET
o ';. 1 inch 100) ft SHEET 2 OF 9
1

NOTES:
1. LOCATION OF EIOSTING WATER k SEWER MNNS TO BE VERIFIED
1, \`1 , 1 1" , LJN\1`�" ' • ' / 2 CONTRAACTOOR TME OF O MAINTAIN VS1ICA1 OR 10' ( ZONTAL
EP n /
SARATION BETWEEN WATER AND SEWER MAWS .drT2 NCAC TITLE 15A, p.V�
9UBGIMTER TBC, SECTION .0905). n
y \ J. CONTRACTOR TO LAY FORCE YAW AT DMA DEP1H AVOID c
1i 71 1 ^ d� COFFUCTS WITH STORY DRAINAGE OR OTHER UTILI
1 i I J n1.1\ '< / 4. SEWER TREATMENT BY CITY OF JACKSONVIUE
1 / S. ALL INSTALLATION MATERIALS AND PRACTICES SHALL CITY
of TRACTOR TO SPECIFICATIONS.
5 CONDITIONS PTRIIOR�YCONNsT",nno OF m. SEWERS AND TING
— GL 1 6 1 — 7' EEAS CONTRACTOR
c UUNNDTERGR( NOD unAND S LOCATION NY�a�
1
1 11 �CL- 1 Z zl c
z �
d , 1 NILL- � - 1 Z� �� 01 - N -
1 11 1(C5,
N amLO
1 _ - O
1 1 10 � N 6' m Z O
TIC
;
-gyp O — L `_ _ m
_
no 1M ��d., n _ — �,
d ZOO 1 moo'\ 1 1 ; Z � � C14
L 1 z o G STA: 10+89.5
Ns
OFFSET: 1 .5 L / 65
STA: 2+25 �� O =
! ! 1 I STA: o+oo rn ! X — —A N N X
cA ZOO C6Z N.� N
n 1 N Z 1 -Z ! C� N r \\ \1 — — U' Z —+ n— X �'� � O b i
n = 1 1 0-� ! _ � LC� N N c J� cD 'r 9Z un Z O 03 �� N
! 4�Q10,� I
� N a QZ 11 11 OZOZ — o ti
G v 1 Q Q Z 11 t—1 r r
\ 11 11 1 — W STA: 10+87 N crl i 11 0 � crn or � ��- 11 � — — O "P � —� N \\ �'' _ — X
CID
CT c,W 1 1 11 ` tP — v Z Z O —0-1
\N _l N — r c/) o O
/ 11 1CID �' 1 1 `� () )` — •N �Z a OFFSET: 10.5 R
@ 1
N
0 41-
1� - ► NEWPORT DRIVE - 60 ' R W - -0
SCALE : HORIZONTAL = I'= 40'
VERTICAL = I'= 4' - WATER SERVICE
—� - SEWER SERVICE
P I T + 5 I I
_
P LE 3. 0 VI SA = 8 0
— VIE = 3 .6M 0. 3
1 — M 0= 0.13
64
V 1 0. 0
4
40If 0
TA2 2c%j T + + T + 7 r4 IS
M
W W
I TIE OEIS N
II
3
30
0fit
POE . .
,.
/ I g'• MI J2°
IPPIPE'
S P R TI N 1 1 F 8' S S. ® °
S. ® 0. 5 °
N TALO EJON
f 2 1 F 8
20 L „ .4 20
II
OIN FL C
NH L'pp ' 9+00 10+00
' SE�t REGENCY PARK , SECT . 1 PROPERTY OF:
NEWPORT DRIVE
JOHN KOENIG
K.
JACKSONVILLE TWP., ONSLOW COUNTY, NORTH CAROLINA
0+00 ,+°° 2*00 3+00 4+00 5+00 6+00 '+°° 8+00 SHEET NO.
JOHK L. PIERCE & ASSOCIATES , P .A. 3 OF 9
LAND SURVEYING — LAND PLANNING — MAPPING
409 JOHNSON BLVD. — JACKSONVILLE, N.C. — 28540 DISK
Phone (910) $46-0800 - Fax (910) 946-1210 FILENAME
DATE NOV. 3, 2000 SCALE AS NOTED DRAWN BNJ DESIGNED DIN JOB NO.

-
lu
J
�cv
Fzz
Fpr� 4,r) +(0
I 9kg6 NONE �� �� STA: 15+67.55
SS P•' P G ��� /��L' � 1 j � � I
NOTES:
\ � 1 . LOCATION OF EXISTING WATER & SEWER MAINS TO BE VERIFIED
p AT TIME OF CONSTRUCTION.
�° �pQ /< 2. CONTRACTOR TO MAINTAIN 18" VERTICAL OR 10' HORIZONTAL
Ot\d„g 40 OJ SEPARATION BETWEEN WATER AND SEWER MAINS (PER NCAC TITLE 15A,
SUBCHAPTER 18C, SECTION .0906).
3. CONTRACTOR TO LAY FORCE MAIN AT EXTRA DEPTH TO AVOID
\ C� CONFLICTS WITH STORM DRAINAGE OR OTHER UTILITIES.
\ O Q � ' 4. SEWER TREATMENT BY CITY OF JACKSONVILLE.
�p�
J 5. ALL INSTALLATION MATERIALS AND PRACTICES SHALL MEET CITY
\ STA: 15+79.05 OF JACKSONVILLE SPECIFICATIONS.
p 1 v CO END ROAD 6. CONTRACTOR TO VERIFY ELEVATIONS OF SEWERS AND EXISTING
`n
N r! ) N 'J pjpQ �// v 1 CONDITIONS PRIOR TO CONSTRUCTION.
n-) \ �� 1 7. CONTRACTOR TO DETERMINE AND VERIFY LOCATION OF ALL
= a cV // © // cV cy \ p, EXISTING UNDERGROUND UTILITIES PRIOR TO ANY DIGGING.
CL' \ 1
N WP O RT D RIVE - 6 0 ' R W
E
J
p• lZ =/\NI r1r)
\ n SCALE HORIZONTAL = I'= 40'
VERTICAL = I'= 4' - WATER SERVICE
- SEWER SERVICE
T + 7 ST 0 8 0. RI H 1 + 6 9 RI H
fAm 11, 0. 0 C —
40 106.0 V 40
+ir
E = 2.
END IRgAl
5 — — V7 — _ -
30 $ ' 1 T 1 30
N. 3 "
, 0 5 0 3 51 L $ S.
8 S. 5
20 i6l I I 1 20
17+00
SEA► Qr REGENCY PARK , SECT . I PROPERTY OF:
' NEWPORT DRIVE JOHN KOENIG
"••• .• +"` JACKSONVILLE TWP., ONSLOW COUNTY, NORTH CAROLINA
+00 10+00 „+oo 12+00 13+00 14+00 15+00 SHEET NO.
JOHN L. PIERCE & ASSOCIATES , P .A. 4 OF 9
LAND SURVEYING - LAND PLANNING - MAPPING
409 JOHNSON BLVD. - JACKSONVILLE, N.C. - 28540 DISK
Phone (910) 346-9800 - Fax (910) 346-1210 FILENAME
DATE NOVEMBER 3, 2 §§ALE AS NOTED DRAWN BNJ DESIGNED DN JO N0.

12"PVC WATERLINE
- — - — - — • — - — - — - — — • — • — — — . — . — . — , — . — , — . — . —
v
r 299rLF 10 PVC TRUSS 0 27% —
tj z — a- � 00 9 LF 10 PVC rdo Opt
BUSS 0.2 0 12x8 TAPPING MH RESET TOP O_ rri � TRUSS p0 61 %
SLEEVE W/VALVE _ r�
N TOP=33.34 TO MATCH II II
PROP. GRADE Q a-
s I INV =20.69 ^ c 1 Z
z co I-- _
CONST. I
� N
N I u MH
ENTRANCE I I _ I r—r I x z_ TOP= 33. 34 NOTES:
GSt� •0 © S•S„9 d-� LL I, 00 N 0O W INV-18.92 1 . LOCATION OF EXISTING WATER & SEWER MAINS TO BE VERIFIED
AT TIME OF CONSTRUCTION.
jZ: rq 2. CONTRACTOR TO MAINTAIN 18" VERTICAL OR 10' HORIZONTAL
STA: 0+00 ,<o I 3did I �I SEPARATION BETWEEN WATER AND SEWER MAINS (PER NCAC TITLE 15A,
STA: 2+25 1 -8X8 TEE >
r� U O Z 1 -2 BLOWOFF ASSY. SUBCHAPTER 18C, SECTION .0906).
2-8"GV'S
GV 3. CONTRACTOR TO LAY FORCE MAIN AT EXTRA DEPTH TO AVOID
N
MH#1 r7 1 -8 CONFLICTS WITH STORM DRAINAGE OR OTHER UTILITIES.
II �- I TOP=33. 20 - - -� --- -_--__- --- _ 4. SEWER TREATMENT BY CITY OF JACKSONVILLE.
IN= 21 . 57 — _ _ w 5. ALL INSTALLATION MATERIALS AND PRACTICES SHALL MEET CITY
8"PVC WL OF JACKSONVILLE SPECIFICATIONS.
OUT= 21 . 48 — — 6. CONTRACTOR TO VERIFY ELEVATIONS OF SEWERS AND EXISTING
P E "D" CONDITIONS PRIOR TO CONSTRUCTION.
33.200 7. CONTRACTOR TO DETERMINE AND VERIFY LOCATION OF ALL
EXISTING UNDERGROUND UTILITIES PRIOR TO ANY DIGGING.
STA
: 2+13.01 END PROJECT
1169Z =AN1 - - � - -
i
0102 =d01 x \ °'
N
06
- II II
3 (a I 0 >
LLI
z m � z
HA— I,
I 331 9X8- 1
PANTEGO LANE - 50 ' R /W
-i - WATER SERNCE
-0 - SEWER SERMCE
SCALE HORIZONTAL = I'= 40'
VERTIC,6 = I'= 4'
8 .o ' VC
40 40
N
N
E N `-
N
C) (n
m > SA2 1301
� T
30 PI ' 30
TE
U
1 "M N.
S P RATION
N A
20 20
co
REGENCY PARK , SECT . I PROPERTY OF:
'a148 PANTEG 0 LANE
z z yE4 JOHN KOENIG
JACKSONVILLE TWP., ONSLOW COUNTY, NORTH CAROLINA
0+00 1 +00 2+00 3+00 4+00 5+00 JOHN L. PIERCE & ASSOCIATES , P .A. SHEET No.
50F9
LAND SURVEYING - LAND PLANNING - MAPPING
409 JOHNSON BLVD. - JACKSONVnJZ, N.C. - 28540 DISK
Phone (910) 346-9800 - Fax (910) 346-1210 FILENAME
DATE NOV. 3, 2000 SCALE NONE DRAWN BNJ DESIGNED DN JOB NO.

90 S.Y. OF 5"-8" /
RIP-RAP O 1.5'DEPTH /
(45 C.Y.)
NAY
INV=18.0 Sq�l
EXISTING BRANCH
42"CMP -
- -
_ _ , ; 108' EARTHEN BERM!Ie
BOA 100 YR FLOOD EL=23.33
BOTTOM POND ELEV=13.6 s
II
219' < _
L _
END OF VEGETATIVE SHELF EL= 17.93 ', I j e
� I
JI
63' ,
_ �- SLOPES --- -- - -s --- ---
INV 21.21
%
'IQ - 10' TA ELF --- -- - -
i
I
C j
i
- _ - - 3:1 SIDE SLOPES - ----- - - -- - �,
— --- -- — - --- — --_ -- -- EASEMENT/ACCESS TO POND NOTED ON
------ --- ------- - -- PLANS.
CONSTANT POND 42"RCP
EL= 19.6 -
1"DESIGN EL=21.13
SIDE SLOPES TO BE
SEEDED PER SEEDING
SCHEDULE
285'
1/4' THICK STEEL
PLATE
= is"
x
_ W MINIMUM
FOREBAY CALCS. ANTI-SEEP COLLAR DETAIL
FOREBAY CF= 15520 = (21%) > 20% NOT To SCALE
TOTAL CF - 74341
(n
LJ
Q
O
O
O
BOTTOM POND EL= 13.6
p CONSTANT POND EL=19.6
CONSTANT POND SURFACE AREA- 21,200 S.F. O EL=19.6
1"DESIGN SURFACE AREA = 24,552 S.F. O EL=21.13
O
O NOTCH RISER AT ELEV= 21.13
RISER W/ ENCLOSED BOTTOM
TRASH RACK
C 4 0 C.E.W.)WITH ANTI-SEEP COLLAR
w ( " (SEE DETAIL)
O -
ELEV. 23.33 (emergency s illwa 100 storm 3: 1 - -
J, +o'woE vECEun�E SHELF - -
-- , EL=19,6 PEWMETER Or POW&I SLOPE) O ELEV. 22.82(10 storm. -
v -1 /
EL=17.93 ° ELEV. 21.13 1"DESIGN ELEV.
3 /( � �
-
ELEV. 19.6 42" CMP
-I- — — — — — — — — - PERMANENT POND 4
j = CMP - -
�
Z -I -III= c? FOREBAY _
O = - I— AREA ti -1 li - o _I
- -
=1I -
1.5 - 6"PVC PIPE ANTI-FLOAT BLOCK
-, ' SEPARATION
_ W/CAP - 2" (40 CU. FT. CONCRETE)
HOLE DRILLED
ELEV.13.6
IN CAPPED END
- (W/HARDWARE
O) -, _ _i III=III -III r� -' ' _
� - � I I � II I � � � 'i i I !- I-� - I �_ � I � �I it CLOTH SCREEN)
iT
ill Ilia_ rlli : ; .-
STORM WATER POND DETAIL
o — DETENTION POND PRINCIPAL SPILLWAY REGENCY RPPARK, SECT. I
cn NOT TO SCALE OF
BOTTOM EL=13.6 WILLIAMSBURG PLANTATION
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
OL.
o ,�.�'`''H,CARp"t"�'ti� 409H OH SOPIB VD. &JAKSOCLLE, NC 285 0 A.
a� `- 'Sq PHONE: [phone] DATE: NOVEMBER 3, 2000
' ` Q�SEAL 9l SCALE:JOB FILE NAME:"=20' PG.
j 1,8148
w.
u !;•�` CI.... 20 10 0 20 40 so
0 '�•..,,,��,� �•
L SCALE IN RBET
i SHEET 6 OF 9
— — — -

DEWEY BROS. INC. CATCH BASIN
FRAME & GRATE CH BN 2000
TOP OF CURB
8" M� 8 M XAXA
5" MIN 12„ 5" MIN GUTTER LINE
I
8" 7 8" BRICK g"
2' 2" 50_0" or so -0
3' 0"
15•-6" I I
- - - - - - — —
I
4 9-6� E I I orb "
jj 2 }
„
le e: lAt' I 2"Aapholtl �aniMix)
- - - - - - B CROWN � $leas I/4*: 1•
d 4 d 4 d d d d ; ` OCap5tone B4'si0EWALK n . < _ V {I45-
10EwA-L K d 77=0s"
a a .
4' 8" 8„ 5, „
0
1 -0
G
SCALE : 17- 6=0"
EXISTING ROAD — FOOTNG oNc. TYPICAL STREET SECTION
R/W
R/W SLOPE SLOPE LENGTH (FTC
00
TYPICAL CURB INLET 2 TO 5% 75
5 TO 10% 50
CH BN 2000 10 To 20% 25
50' MIN. >20%
I LENGTH NOT TO SCALE 15
REF: EROSION AND SEDIMENT CONTROL PLANNING
SEEDING SCHEDULE AND DESIGN MANUAL, D.N.R.C.D. 1988.
CONSTRUCTION
SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM t1/2" MESH HARDWARE CLOTH
ENTRANCE GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO /
PROFILE I SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. MINIMUM 2" x 2 ' x 48'
I-
12' MIN. APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WOODEN POSTS OR OTHER
(SEE NOTE) NTH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK APPROVED MATERIAL
MERE SLOPES EXCEED 4%.
PLAN VIEW IrATERIAL APPLICATION RATE NOTE: BURLAP SHALL k2►,��oqC
NOT BE USED. o 41'1eg�
UME 2 TONS/ACRE 440%
Construction S eci6cations 20% SUPERPHOSPHATE 600 POUNDS/ACRE sP9� Na
R FERTiLIZER(10-10-10) 1000 POUNDS/ACRE RO
bS WELDED WIRE MESH
1. Stone size - Use MSHA size No. 2 (2-1/2" to 1') or AASHTO ''
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use APRIL - JULY �.
crushed atone. FESCUE, KY-31 50 POUNDS/ACRE « ' Id —�-
2. Length - As effective, but not less than 50 feet. BERMUDA (HULLED) 10 POUNDS/ACRE
' 8" X 16"
3. Thickness - Not less than six (6) Inches. �� •�' - _
4. Width - Not less than full width of all points of JANUARY - MARCH
CONCRETE BLOCK
ingress or egress. Minimum of 12'. FESCUE, KY-31 50 POUNDS/ACRE
5. Washing - When necessary, wheels shall be cleaned to BERMUDA (UNHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
remove sediment prior to entrance onto public right-of-
,.'
area stabilized with crushed stone which drains into an
way. When washing is required, It shall be done on an SEPTEMBER - NOVEMBER
approved sediment trap or sediment basin. All sediment FESCUE, KY-31 50 POUNDS/ACRE
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards MULCH 2 TONS/ACRE 7rz
or other approved methods. -
ASPHALT TACK 300 GALLONS/ACRE CATCH
6. Maintenance - The entrance shall be maintained in a BASIN
condition which will prevent tracking or flowing of DIRECTION OF
sediment onto public rights-of-way. This may require NOTE OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. RUN OFF FLOW WOODEN POST A A
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or WELDED WIRE ASH a
tracked onto public rights-of-way must be removed }
F
immediately. BACKFILL
SIZDBED PREPARATION NOTES: EROSION & SILTATION N #5 WASHED STONE
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. CONTROL FABRIC GROUND LINE PLAN
STABILIZED CONSTRUCTION ENTRANCE (D-5) 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6" DEEP.
FINISH
NOT TO SCALE 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE \ // � 24" MIN. HARDWARE CLOTH
SORFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND EXTRA DEPTH REQUIRED
AW OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, t 2 (�// / ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
At FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. FOR NON-STABLE SOILS
4. IF'NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING #5 WASHED
5#ECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER STONE
PHOSPHATE. SECTION VIEW ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
2' MIN. 5, IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST '
WEIR 14PORT. T�/[ _
(MAX.) 6. iME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL TYPICAL PICAL IN.� ALLATION OF SILT FENCE _ - — 77 —
0 0 0 0 0 0 0 1 DOING SEEDBED PREPARATION. (� DE TH VARIES _ � j —_
.40°0:0000000° NOT TO SCALE CATCH BASIN
NO. 67 STONE o°o°o°0°o°0°r 1 y"— �— — — — — — —
00000000000°0
0 0 0 0°°,
0 0 0
r 0 0 0 0 0
a 0 0 0 o r
o o 0 0 0 0
I
o00°c°01010°0'
0°0°°°010000C SECTION A-A
J°00000000000°
0 0 0 0 0 0
AOOO�00'
00000000 0°�°0°000°000° PIPE ID + 2'4" #4 RE-BAR
3" 7 1/2" 6" 12" O.C. EACH WAY PIPE LD."+ DOUBLE CONCRETE BLOCK FILTER AROUNDCATCH BASIN (D-6)
CLASS 'A'RIP-R 2 4
1' MINIMUM �L 4' MINIMUM I g^ 6' BRICK 1/4" COMPOUND -'
I(! Ili - 12 OPENING EXPANSION MATERIAL
I
ROCK CHECK DAM 6"
SCALE 1'= 1'0' 9—1H2 8 1/4" DETAIL
RED FOR
T
CON 1/2 PIPE I.D. I I REGENCY PARK, SECTION I
GROUTOF
FILL i 3 WILLIAMSBURG PLANTATION
1 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC _
da a } a d° JOHN L. PIERCE &SED BY
ASSOCIATES, P.A.
CONSTRUCTION SEQUENCE OF EACH SECTION c e° d n -7 •°d o
4' 6" �q J 1 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
1. OBTAIN PLAN APPROVAL. — 8" l� 3' MIN. -'{ "'., PHONE: [phone] DATE: NOVEMBER 3, 2000
2500# CONC. — PIPE LD,t �Hy 2. INITIATE CLEARING do INSTALL CONSTRUCTION ENTRANCE, GRAVEL, do ROCK CHECK DAMS AND INSTALL SILT FENCE 4„ i, D• 4 4" WIDTH AS ��` �� r,'">., SCALE: AS NOTED F.B. PG.
3. BEGIN STRIPPING SITE do EARTHWORK. FOOTING REQUIRED :r SA «
4. INSTALL CULVERT, DROP INLETS (WITH DOUBLE CONCRETE BLOCK FILTERS) AND RIP-RAP APRON. Ir «y ; JOB # FILE NAME:
5. MAINTAIN STRUCTURES DURING CONSTRUCTION. PIPE I.D. + DITCH DETAIL SEAL
6. STABILIZE SLOPES d; DITCHES AS THEY ARE BROUGHT TO GRADE, NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES 3' 0" NO SCALE 18148
7. REMOVE TEMPORARY MEASURES.
TYPICAL JUNCTION BOX y' k
NOT TO SCALE "-'"."� SHEET 7 OF 9

Z
THIS IS TO CERTIFY THAT THIS SURVEY WESTERN BQ0
AND MAP WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA.
THAT THE ERROR OF CLOSURE IS
1:10,000-F. THAT THIS MAP IS
NOT INTENDED TO BE RECORDED. ,A CAgp'�'Uj.,
WITNESS MY HAND AND SEAL
THIS s DAY OF_ Aj 2GJi ID . rr(cSSJO,y_"may �
WLUAM58UR11 PARKWAY
QQ 1
SEALJOHN
. . . . L- L-2598,_t�Q I
y�BU��"+GG,
'wr�utLuluu '� ., \
\ VICINITY SKETCH NOT SCALE
AO ��� I AR
NOTES:
SECTION RK I W 1 of I F_ I 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK.
��� l ' 't 2. SETBACKS: FRONT-35'; SIDE STREET-15'; SIDE-10';
/ � oo
21.9 ' E _ •o\ \jam / )� \ I b I I I I I I REAR-15'.
3. ALL EASEMENTS ARE 20 DRAINAGE AND UTILITY UNLESS
\ I I II I - -- - I OTHERWISE NOTED.
tM° • �o�y - // - - ;7�I / P; I 1 + _J I 4. LOT DIMENSIONS ARE SCALED.
\ �- I �3 r I I S. LOTS WILL 8E SOLD AND DEVELOPED INDIVIDUALLY (REMAIN
_ I �� WOODED).
125 16 a Q O 4' O / s ^o'/ / *--, FAIR I BYI I at I f 6. SOIL DISPOSAL AND DEBRIS WILL BE HAULED IF REQUIRED.
- 15.57 `L 20 21 / - / r / MONT 001 I
/ 22 ° \ �� �N. h QI 7. ALL FLARED END SECTIONS TO BE LINED WITH CLASS ONE
404 v�b � / , �8 , i s�rz141 a // i I // / �- II LL l l RIP RAP AS SHOWN ON DETAIL SHEET.
y - I- - - - - - - - _ 8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WALL
1'.21 \ / a s ^'� is. Y O 2 • \ / _ / I / _ ) h I OI l BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT
9 \ 23 �. SB I �' I
� o e� / s_ I- - - - -I N j I � I I OF WAY. LOTS ARE TO REMAIN UNDISTURBED.
4a.r 24 � ' - I ICI I �
9. ALL RIGHT E WAY INTERSECTIONS TO HAVE 20' RADIUS AND
O ��? es. ^ p 25 N8128t4E / / i ` I - I I B I1 11 I t l PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
DRAINAGE DATA: /1/ i.F 't ,c, 19 / ? ` ^ t' ., I 't0 I I �I I (n
1oae i5 i r:+ �� g / eq I - II I• u 1 I I I I 1 O. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
PRE- CONSTRUCTION: tT 59 ' .54 7 W \ a �� / I \ I t I b Q _ _ _ - 11. ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET
p J8 e°4,, 7 / - I I « -II- TO SIDEWALK PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S
0 - C I A TOP- 31. .r e1.9
0- 0.20 X 5.5 X 12.75 yn i � Y=2247� ° / try 4t ^ + ' l I I �� I I I II' I J I I I SPECIFICATIONS.
Q= 14.03 CFS 11 r-11 •. o M• h �n t
8 ., _ h 26 / I se7ze'2rE I I I I D hill 0 12. ALL CUL-DE-SAC WALL HAVE 50' RADIUS.
V-2.88 FPS /rr i P�/ \ 18 / / �A\ fZ ` �� S 8 \- �56D -w -- 1�p I I I °0 I I I I 13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
I. [7 O / /. ip \ �. O -' 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
POST- CONSTRUCTION: (v S N �W y i� 27 ti� 28 I h I IL l _ I STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
0 - C I A " �/� O ` O 30 O I - - - - - -� I 15. SIDEWALKS WALL BE CONSTRUCTED AS REQUIRED BY CITY OF
0- 0.40 X 7 X 12.75 it J .Z ° o / 11 l 41t + ^� O 31 I 1 I l JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
0- 35.70 CFS p 17 12 O nN 47 \ \ a O 4 O I a II t I 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
V- 4.00 FPS o�1 Q) • 10 y 29 R ' S 8 32 II N s I I MAP /370178-00018 WITH AN EFFECTIVE
� DATE OF FEBRUARY 15, 1985 AND FEMA MAP /t370340-0190C
s S Q0 ^ - �� MR 1 - - - I I I WITH AN EFFECTIVE DATE OF IULY 2, 1987.
0o S.Y.a r_r �t.�, �. 4tAt �0 °ey. +•t, �; �- - - i_- -- s ue_ b u- l _ _
RP-R* •1.eR�'�,A'. 8 c � J I- - 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
INY-484 ��'' �z / ''Y i 13 �47 S 0 8A00' e3,00. " . r CONDITIONS PRIOR TO CONSTRUCTION & CONTRACTOR'S
/ 7 v° O O soot S I Do\ I I I RESPONSIBILITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
� / \ 16 / / '4� & 8 '� )° H 18 � I\ I I COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
"(0 t Rj' 1p o0 S - n I i 18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
q r 32 O i�Mery OI_-I SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF
7/r L - - - - JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS.
19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
floI I I 20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE
yt, �c as es a4g F 4I A BLOCK FILTER (SEE DETAIL).
/ e" W F as'Me. d
It _
a � tQ��24 \ �/ $ 3 I m I $ > I I I 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WIWAMSBURG PARKWAY.
13 - �' Q �/ / � ' 22 FACE STREETS WITH AT LEAST A 35 MINIMUM
�900 / aS O $ 3 l S ��� I� PEA_ - - - ALL HOMES TO ONLY
s s I ��,` �E ay 05a0 p�0 Qrk ' �'sy I I I A I I- I p BUILDING SETBACK.
19 15 / l' 180.00, l I cD I 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB.
�4 e• 32.3 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
-t t 24 98 / ��, F%!P 4'A� °� 54.25' gyp I I A 1 I I I �I I WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
2`11 \ / Na 6'27"W 00.00 I I O I I V II t,' i l LLI ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR CITY MAINTENANCE.
/ \ 2 ce 2 m Z 25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED
24.34 // / tH zz I = = E"- - -- - -� Q AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCH PIPE.
9.
Ce
TOP-32.3 160.00• -I 26. GRADING LIMITS TO BE APPROXIMATELY 10' BEYOND ALL R S
� INV-28.9 50 A PROPS ' t AND AROUND PROPOSED PIPE.
0 g E)osnNG 15•RCP 6 I I I u7 Z
I
I \ o TOP- \ O 27. DEVELOPER TO PROVIDE STOP SIGNS IN ACCORDANCE WITH
\ r INV-28.28 INV�28.28 , (n
THE CITY OF JACKSONVILLE'S SPECS.
pfPE•N �l �I
�r 32-5 ( I 28. ALL INTERNAL STREETS TO BE 31' BACK TO BACK.
m 1 �I
RICHMOND- - - - - PARK_
- SECTIONS II & III
I
r
I to
RATIONAL METHOD: Q = CIA
i
0 (0.4)(7) (A)
/ / + n I
F TORE DEVELOPMENT,' 0 (2.8)(A)
�/ � 1 1
lVAV ACRES
\ �� \ \@�w1 S PIPE ON OFF %GRADE CFS SIZE(IN) LENGTH(FT)
i Q
v /
_- A 0 1 .1 .35 3.1 15 158
0 0
\ A 8 0.39 1.10 0.35 4.2 18 36
C 0.63 1.82 0.35 6.9 24 193
a
0 0.61 0 1.05 1 .7 15 189
E 1 .24 1.82 0.35 8.6 24 226
F 0.55 0 10.67 1 .5 15 27
G 2.35 1 .82 0.35 11 .7 24 330
H 3.02 1.82 0.35 13.6 30 27
10 t I 3.69 1 .82 0.35 15.4 30 282
36 0.35 2 9 1 .82 5 5 27
.4 35 K .L 5.24 1 .82 0.35 19.8 30 167
M 5.24 1.82 0.50 19.8 42 10,w81am 252
N 0.29 0 0.35 0.80 15 28
0 12.75 12.25 2.54 70.0 42(CMP) 63
NOTE: ALL PIPES AREA TO BE REINFORCED CONCRETE PIPE (RCP)
UNLESS OTHERWISE NOTED.
MAINTENANCE PLAN
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL GENERAL GRADING & DRAINAGE PLAN
PRACTICES AS DESIGNED. LEGEND
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK O = SET IRON STAKE STORMWATER/EROSION CONTROL PLAN
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY MH = MANHOLE PREPARED FOR
ORS REPLACED BEEN WHENTHE LSEDIMENT POOL Y 50% FILLED. ENO LONGER DRANSAVEL WILL BE ANED D&UE = DRAINAGE & UTILITY ESMT. REGENCY PARK, SECTION I
PROPERLY. WV = WATER VALVE OF
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FH FIRE HYDRANT OWNER/DEVELOPER: WILLIAMSBURG PLANTATION
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE RCP REINFORCED CONCRETE PIPE JOHN KOENIG
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A MBL = MINIMUM BUILDING LINE 6200 RAMSEY STREET JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
BARRIER. S.T. = 10' X 70' SITE TRIANGLE FAYETTEVILLE, NC PREPARED BY
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, x 45.2 = SPOT ELEVATION 910-488-1976
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE xF�" = PROPOSED ELEVATION JOHN L. PIERCE & ASSOCIATES. P.A.
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. C===> = DIRECTION OF FLOW TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WALL PERPETUALLY INV. = INVERT ZONE = R-7 PHONE: [phone] DATE: NOVEMBER 3, 2000
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL G.V. GATE VALVE
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. -X-X- - SILT FENCE TOTAL AREA = 12.75 ACRES SCALE: 1"= 100' F.B. PG.
CB = CATCH BASIN AVERAGE LOT SIZE = 11,900 S.F. -- JOB # FILE NAME:
JB = JUNCTION BOX TOTAL NUMBER OF LOTS 32
TBI = TO BE INSTALLED LINEAR FEET OF STREETS 1909 GRAPHIC SCALE
TYP. LOT DIMENSIONS = 85'X 140' �100 0 8G
= ROCK CHECK DAM MINIMUM LOT SIZE - 7.000 S.F. (BY ZONE) 00 200 400
WATER\SEWER = CITY OF JACKSONVILLE
= DOUBLE CONC. BLOCK FILTER DISTURBED AREA 6.0 ACRES
( )
REF: D.B. 1254 P.762 IN FEET1Bjp��„„nM�� I inch 100 ft. SHEET 1 OF 9
d

THIS IS TO CERTIFY THAT THIS SURVEY
AND MAP WAS PREPARED IN ACCORDANCE
WITH THE STANDARDS OF PRACTICE FOR
LAND SURVEYING IN NORTH CAROLINA.
THAT THE ERROR OF CLOSURE IS
1:10,000+. THAT THIS MAP IS
NOT INTENDED TO BE RECORDED.
WITNESS MY HAND_AND SEAL
THIS g DAY O%_/ 2000 WILUAMS&M PAWWAY
JOHN L QIIWKV�=259 roxoT%k"ims;"s&*4Ntv
L•2596 Q F VICINITY SKETCH
NOT TO SCALE
IJL FLU` , , ,n0i
1
x I T - -1
� I I
NOTES:
I ! 1 I II - - \ � - I I I
SETION PARK
I ! 1 ^ I- I 1. ACTUAL PROPERTY LINE RUNS WITH CENTER OF CREEK.
IM0III 1 1 I 2. SETBACKS: FRONT-35'; SIDE STREET-15'; SIDE-10%
REAR-15'.
ig�S 3. ALL EASEMENTS ARE 20' DRAINAGE AND UTILITY UNLESS
OTHERWISE NOTED.
4. LOT DIMENSIONS ARE SCALED.
< \ I 13 I 5. LOTS WALL BE SOLD AND DEVELOPED INDIVIDUALLY (REMAIN
WOODED).
CVO 20 21 00 \ // �� \ // 9�p£ / FgIRMONT 1 A� I I ro� i I 6. SOIL DISPOSAL AND DEBRIS WALL BE HAULED IF REQUIRED.
/ e 22 \ _ /� �\ LN. H I Q I 7. ALL FLARED END SECTIONS TO BE LINED WITH CLASS ONE
aI I ` ' I I I RIP RAP AS SHOWN ON DETAIL SHEET.
8. GRADING TO BE LIMITED TO RIGHT OF WAYS. CLEARING WILL
E �U1 e ? 23 \ l OII I- - BE AN ADDITIONAL 10 FOOT WIDTH ON EACH SIDE OF RIGHT
*�11 �• �� f e �\ O ^ / ri / I - -I- - - - -1 ' i V I a I ' I OF WAY. LOTS ARE TO REMAIN UNDISTURBED.
nn N 24 \ / - I 1 1 1 I I 9. ALL RIGHT OF WAY INTERSECTIONS TO HAVE 20' RADIUS AND
H
Olg 25 \� l 1 tij I I _ I I I11 1 III /1 PAVEMENT INTERSECTS TO HAVE 30' RADIUS.
G - E 3 K 1 I 11 1 I I 10. TOPOGRAPHIC SURVEY PROVIDED BY OWNER.
/ \� / - / I ti� I I i - \�I ' I I 1 I Q I - _ _ _I I 11. ALL INTERSECTIONS WILL HAVE HANDICAP RAMPS FROM STREET
�O� r�'oI IilI1 1 IJIr � i-\ I TO SIDEWALK
PER N.C.D.O.T. AND CITY OF JACKSONVILLE'S
SPES.
12. ALL CUL-DE-SAC WILL HAVE 50' RADIUS.
O18 +�`}%� \_- 1 If I °o I I I I 13. SIGHT DISTANCE ARE 10'X70' AT INTERSECTIONS.
.o�� / T Q 27 _ I 1 I 14. DEVELOPER TO FURNISH STREET SIGNS AND STOP SIGNS AT
w (v 7 2S I l IL _ STREET INTERSECTIONS ACCORDING TO CITY STANDARDS.
8 O 30 O x # R 15. SIDEWALKS WILL BE CONSTRUCTED AS REQUIRED BY CITY OF
JACKSONVILLE'S STANDARDS AND AS SHOWN ON TYPICAL SECTION.
' I I 16. THIS SITE IS NOT WITHIN A 100 YEAR FLOOD ZONE PER FEMA
O 10 \ 8 29 a I1 1 DATE OF FEBRUARY 15, 198A AND FEMA MAP
12 O �\ � � � O �#�s � 32 II� � 1 I 1 II I ; � , I I MAP /3701 78-0001 8 WITH AN EFFECTIVE
1 1 1 I #1370340-0190C
2�� �� �e / / \ • - - - - - - - - V e - }5 e � I I i 1 1 II + - - - - I _I I WITH AN EFFECTIVE DATE OF JULY 2, 1987.
13 I r 17. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY SOIL
fy h II I r CONDITIONS PRIOR TO CONSTRUCTION & CONTRACTOR'S
16 8 1 I I I I RESPONSIBILITY TO COMPLY WITH THE CITY OF JACKSONVILLE'S
O COMPACTION STANDARDS FOR ALL STREET CONSTRUCTION.
18. SITE CONTRACTOR TO SPREAD SPOIL FROM ALL DITCHES AND
SWALES AND TO STABILIZE SIDE SLOPES PER THE CITY OF
14
Q L - - - - JACKSONVILLE'S EROSION CONTROL SPECIFICATIONS.
19. ALL DRAINAGE PIPES TO HAVE FLARED ENDS.
20. ALL CATCH BASINS TO BE PROTECTED WITH DOUBLE CONCRETE
t I BLOCK FILTER (SEE DETAIL).
ONO r€t� js MB I6 1� i I II I n I I I I 21. DRIVEWAY ACCESS WILL NOT BE ALLOWED ALONG WILLIAMSBURG PARKWAY.
1 LSO .0, hI 1 1 1 I _ '' a 22. ALL HOMES TO ONLY FACE STREETS WITH AT LEAST A 35' MINIMUM
3 BUILDING SETBACK.
qr 15 1 fl I V I i c0 23. ALL SIDEWALKS TO BE CONSTRUCTED AT LEAST 3' OFF BACK OF CURB.
all 24. CONTRACTOR IS TO CONTACT THE CITY OF JACKSONVILLES PUBLIC
I.0 I mI I WORKS DEPT. AT LEAST 48 HOURS PRIOR TO PLACING ABC OR ASPHALT
2 �� II 1 1 II �� RI I W I ON ANY ROAD BED THAT IS TO BE ACCEPTED FOR CITY MAINTENANCE.
Z 25. TWENTY LINEAR FEET OF DUCTILE IRON PIPE TO BE INSTALLED
1
1 1 I 1 - - - - - Q AT ALL CROSSINGS OF WATER LINE AND REINFORED CONCRETE PIPE.
v 26 GRADING LIMITS TO APPROXIMATELY 1 Y' LI BE A 0 BEYOND ALL R/W'S
�_1 1 II
, 1 Ln
Z AND AROUND PROPOSED PIPE.
o Y �I� �1 1 I n O I 27. DEVELOPER TO PROVIDE STOP SIGNS IN ACCORDANCE WITH
/ O -- of1 I II - - - - -I ' THE CITY Of JACKSONVILLE'S SPECS.
B ALL INTERNAL STREETS TO BE 31 BACK TO 8
z �I I 1 BACK.
r
^1 i 1 1 II I I
Z
-1 � I 2
irH°vP_19.89101 I � � I
RICHMOND PARK_
SECTIONS
I ONS II & III
h I
FOB
RE DEVELOPMENT
MAINTENANCE PLAN
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK.
ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED. LEGEND WATER & SEWER PLAN
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK 0 = SET IRON STAKE
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY MH = MANHOLE PREPARED FOR
ORS REPLACED BEEN PWHEN THE SEDIMENT ROXIMATELY 50% LPOOL�NO LONGER DRANSAVEL WILL BE ANED D&UE = DRAINAGE & UTILITY ESMT. REGENCY PARK, SECTION I
PROPERLY. WV = WATER VALVE OF
3-SEDIMENT WALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE FH FIRE HYDRANT OWNER/DEVELOPER: WILLIAMSBURG PLANTATION
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE RCP = REINFORCED CONCRETE PIPE JOHN KOENIG
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A MBL = MINIMUM BUILDING LINE 6200 RAMSEY STREET JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
BARRIER. S.T. = 10' X 70' SITE TRIANGLE FAYETTEVILLE, NC PREPARED BY
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, x 45.2 = SPOT ELEVATION 910-488-1976
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE xF4" - PROPOSED ELEVATION JOHN L. PIERCE & ASSOCIATES, P.A.
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. = DIRECTION Of FLOW TRACT DATA: 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER WILL PERPETUALLY INV. - INVERT ZONE - R-7 PHONE: [phone] DATE: NOVEMBER 3, 2000
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL G.V. = GATE VALVE
VEGETATIVE AREAS TO MINIMIZE THE EFFECTS OF EROSION. -X-X- - SILT FENCE TOTAL AREA = 12.75 ACRES N SCALE: 1"= 100' F.B. PG.
CB = CATCH BASIN AVERAGE LOT SIZE = 11,900 S.F. JOB # FILE NAME:
TOTAL NUMBER OF LOTS 32
JB JUNCTION BOX LINEAR FEET OF STREETS = 1909 SEA1 GRAPHIC SCALE
TBI = TO BE INSTALLED TYP. LOT DIMENSIONS - 85'X 140'
= ROCK CHECK DAM MINIMUM LOT SIZE = 7.000 S.F. (BY ZONE) J$#d8 0 60 100 200 400
WATER\SEWER = CITY OF JACKSONVILLE + a
= DOUBLE CONC. BLOCK FILTER DISTURBED AREA = 6.0 ACRES ` t
REF: D.B. 1254 P.762 °K°ni� ,• 1 inch = 100) SHEET 2 OF 9
ft_

NOTES
1. LOCATION OF EXISTING WATER k SEWER MAINS O BE VERIFIED
AT TIME OF CONSTRUCTION. I
1 U• SEPARATION BETWEEN WATER AND SEWER MAWS (PER NCAC TITLE 15A• l
2. CONTRACTOR TO MAINTAIN 1e' VERTICAL OR 10• N ONTAL
SueaAPm+ IBC• SECTION .Igoe). O
►� 1 - 1 CONTRACTOR TO LAY FORCE MAIN AT EXTRA DEPTH Yp AVOID
CONFLICTS WITH STORM DRAINAGE OR OTHER uTIJTIE9,
�/ (�' // TIN\ 4. SEWER TREATMENT BY aTY OF JACXSONVILLE.
1 G ! Icy, O V"� 1 5. ALL INSTALLATION MATERIALS AND
OF JAgCSONYILLE SPECIFICATIONS PRACTICES SHALL M ET CITY
ao / e. CONTRACTOR TO VERIFY ELEVATIONS OF SEWERS AND EXItiTINC
U " 7. CONTRACONDIACCTTOR O DETERMINE ANNS PRIOR TO D VERIFY LOCATION OF ALL O� /
1 /
9 1 C7 EXISTING UNDERGROUND ununEs PRIOR TO ANY accwc
o ZOO "
/ o
dlo �� g "
1 Nw
Z� 1 O1 12
l
Si C<- © "
, N c> 01 1
,N 1 rn,
-1i nzZ
— v
, ", � - ,do
C5
� � 1 -� � O � � � �
_ rri
1 �
1 _
n
did 1 Q • �O -�.
Z tz1 1 +� Z O O N
STA: 10+89.5 \ /
OFFSET: 1 .5 L
�
� L
� N
_ O i
1 O STA: 2+25 Tn _ X O Z O Z X O _
01 (r 111 STA: 0+00 X " --A \N N X � j z9
C6
7 _ �N \1 " CL
Z � -1 _
-\ n I/ 1 4 _ In N N C� Z Ln Z O tSJ �` \`' cD ,\ 15 d
LQD � Q , Q3 r r; `U N \\ 61 O n� J L 0 = X �1 � 4� yO�
\ I \N'\c\.,� 1 •1 1 � ~ w � �, `� \a 11 � � O Z� CP) N \� o N�� X _ -n — — L � X /
J N 1 1 Z� Z O Z O O Q W� o w (� STA: 10+87
� .� I, 1 1 ! N �� 01 Q � + O OFFSET: 10.5 R
/ 1 cs Z / CIO"1 N : 1 ;11 oZ� O �� " —� �z C' N � �Z
1
1 1
1 / 9Z - czz
o "
- 7 I NEWPORT DRIVE - 60 R/Wuo
-
SCALE : HORIZONTAL = I°= 40'
VERTICAL = I°= 4' \
--� WATER SERVICE
—� SEWER SERVICE
P I T + 5
P LE 3. 0 _ VISA = B 0
M 0 3 = VI I EL A =1 3 .6
1 - 0118
M 0.13 1 _
64
0 ' V 1100. 0
40 40
TA 2 2 T + + T + 7
17 M
LLl W
TIE OE IS- N
n
30 30
PI WE "B
,
16" MI 2»
IP IP "H"tj S P R TI N
SPRT► N : . t' .° 11 F8' SS. ® °
NTALOEJON
2
20 Ell 4 20
job ArTQ ;)
it
0 FL C1 4 9+00 10+00
ell
' SEht REGENCY PARK , SECT . I PROPERTY OF:
NEWPORT DRIVE
JOHN KOENIG
4+ _++T ae;p..�N..
JACKSONVILLE TWP., ONSLOW COUNTY, NORTH CAROLINA
0+00 1+00 2+00 3+00 4+00 5+00 "sty 6+00 7+00 8+00 , SHEET NO.
JOHN L. PIERCE & ASSOCIATES , P .A. 3 OF 9
LAND SURVEYING — LAND PLANNING — MAPPING
409 JOHNSON BLVD. — JACKSONVILLE, N.C. — 26540 DISK
Phone (910) 346-9800 — Fax [phone] FILENAME
DATE NOV. 3, 2000 SCALE AS NOTED DRAWN BNJ DESIGNED DN JOB NO.
r

f
1
ti \(�Oz
Fz
\ \
a
I 9xg6IUNE �� 1 �� STA: 15+67.55
SIN• CN �� ry
AD NOTES:
O � \ \ ° • �'. 1 . LOCATION OF EXISTING WATER & SEWER MAINS TO BE VERIFIED '
AT TIME OF CONSTRUCTION.
2. CONTRACTOR TO MAINTAIN 18" VERTICAL OR 10' HORIZONTAL
\ °�� ���aO�C ` M Ond,.B40O SEPARATION BETWEEN WATER AND SEWER MAINS (PER NCAC TITLE 15A,
/\ ,Y SUBCHAPTER 18C, SECTION .0906).
O \ Q C�— 3. CONTRACTOR TO LAY FORCE MAIN AT EXTRA DEPTH TO AVOID
O \ Q �W, z 1 CONFLICTS WITH STORM DRAINAGE OR OTHER UTILITIES.
O
I 4. SEWER TREATMENT BY CITY OF JACKSONVILLE.
O 5. ALL INSTALLATION MATERIALS AND PRACTICES SHALL MEET CITY
\ l� ^7 n^ O z( �1 STA: 15+'19.05 OF JACKSONVILLE SPECIFICATIONS.
O ' / 00 m END { OAD 6. CONTRACTOR TO VERIFY ELEVATIONS OF SEWERS AND EXISTING
NN (O �`�� ry -J V� OQ �// v1 CONDITIONS PRIOR TO CONSTRUCTION.
_ 7. CONTRACTOR TO DETERMINE AND VERIFY LOCATION OF ALL
N %v O //) N N I 1 �pF4/
_ `Coz
1 EXISTING UNDERGROUND UTILITIES PRIOR TO ANY DIGGING.
0 2J \ l
Foc� 00 — W
J NEWPORT DRIVE 60 R/
\ SCALE HORIZONTAL = I"= 40' _
VERTICAL = I'= 4' —� w�1tR SERVICE
—� - SENM sorvO
+ H 1 + t H
100. 0
40 0 V 40
Lr LC it
E = 2.
Et ID RC A
30 8 30
N. 3
,. 0. 5 0 1 L -8 S.
U.
IF 8 -. .
20
20
p��, '•. 16+00 17+00
Spa f ,_ REGENCY PARK SECT • I PROPSRTYOF
�
-
NEWPORT DRIVE
JOHN KOENIG
JACKSONVILLE TWP., ONSLOW COUNTY, NORTH CAROLINA
9+00 10+00 11+00 12+00 13+00 14+00 15+00 '); SHEET NO.
JOHN L. PIERCE & ASSOCIATES, P.A. 4 OF 9
LAND SURVEYING - LAND PLANNING - MAPPING
409 JOHNSON BLVD. - JACKSONVILLE, N.C. - 28540 DISK
Phone (910) 346-9800 - Fax (910) 346-1210 FILENAME
DATE NOVEMBER 3, 2 §@ALE AS NOTED DRAWN BNJ DESIGNED ON JOB NO.

i
11 ,
. _ . — . — . — . — . — . . . . _ . . . _ . — . . — .777 - PVC WATERLINE. — . _ . —
4f
299 LF 1TPVC TRUSS 0.27% � 159 w
�8W,5� — — �� � LF 10"PVC !�
I USS 0.2 0 12x8 TAPPING RESET TOP r�ic) TRUSS QO 61 %
SLEEVE W/VALVE MH TO MATCH
N TOP=33.34 II
INV =20.69 PROP. GRADE o >
00
CONST. U) it ( MH
ENTRANCE shk I I Lo I r- I \ w Z TOP=33.34 NOTES:
�St�'0 'S'S„8 ��� LL l ��I� V-18 92 1 . LOCATION OF EXISTING WATER & SEWER MAINS TO BE VERIFIED
-11111m. O IN AT TIME OF CONSTRUCTION.
�8 �^J S� rN N 2. CONTRACTOR TO MAINTAIN 18" VERTICAL OR 10' HORIZONTAL
L — — �I SEPARATION BETWEEN WATER AND SEWER MAINS (PER NCAC TITLE 15A,
STA: 0+00 „� 3 d I d —
srA: z+zs 2_8XGVTSE M m O Z 1_�"BLOWOFF ASSY. SUBCHAPTER 18C, SECTION .0906).
MH 1 " ' 18"GV 3. CONTRACTOR TO LAY FORCE MAIN AT EXTRA DEPTH TO AVOID
� CONFLICTS WITH STORM DRAINAGE OR OTHER UTILITIES.
/ c- �) TOP= 33.20 I 4. SEWER TREATMENT BY CITY OF JACKSONVILLE.
5. ALL INSTALLATION MATERIALS AND PRACTICES SHALL MEET CITY
Ld
J IN= 21 .57 — — _ g"PVC WL — n OF JACKSONVILLE SPECIFICATIONS.
�-/ OUT= 21 .48 / 6. CONTRACTOR TO VERIFY ELEVATIONS OF SEWERS AND EXISTING
P E "D" { a % CONDITIONS PRIOR TO CONSTRUCTION.
7. CONTRACTOR TO DETERMINE AND VERIFY LOCATION OF ALL
33.2 EXISTING UNDERGROUND UTILITIES PRIOR TO ANY DIGGING.
^ I STA: PROJECT
1
END PROJECT
I I l6'9Z=AN1
A 0'02 =d0100
\� ar 0 -0
M N
CO I r� I m o >
z ?
•. I ;, n0 ,g- 1 ,
f HA- L
„3,� 3dld I 331 9X8- L
X1 I
PANTEGO LANE - 50 ' R/W
—♦ - w�mt sm�ncE
--a - SEVER SERNCE
SCALE : HORIZONTAL = I'= 40'
VERTICAL = I'= 4'
.0 '
40 40
N
CV a
C4
uJ
m ? S A 2413,01
— — —
30 Pt N' 30
7E
S R TI N
20 -
20
h -
4
•- it V�PIQL
REGENCY PARK , SECT - 1
$ PROPERTY OF:
PANTEGO LANE
�,,,r JOHN KOENIG
JACKSONVILLE TWP., ONSLOW COUNTY, NORTH CAROLINA
I - — ± I I — I0+00 1 +00 2+00 3+00 4+00 5+00 JOHN L. PIERCE & ASSOCIATES , P.A. SHEET OF
50F9
LAND SURVEYING - LAND PLANNING - YAPPING
409 JOHNSON BLVD. - JACKSONVII.LS, N.C. - 28540 DISK
Phone (910) 346-9800 - Fax (910) 346-1210 FILENAME
DATE NOV. 3, 2000 SCALE NONE DRAWN BNJ DESIGNED DN JOB No.

pi
4
90 S.Y. OF 5"-8" /
RIP—RAP O 1.5'DEPTH /
(45 C.Y.) ---
\ o
/ Q FR
qr
EXISTING BRANCH
EL=10.14 \
DOF
42"CMP
106 RN BERM
EATHE 1
/
U'A �', 100 YR FLOOD EL=23.33 BOTTOM POND ELEV=13.6 � I � � �I �
219'
END OF VEGETATIVE SHELF El 17.93
63'
-� INV-21.21it
A /
--_ 3:1 SIDE SLOPES
EASEMENT/ACCESS TO POND NOTED ON
PLANS.
CONSTANT POND
42'RCP
EL- 19.E —
1'DESIGN EL=21.13
SIDE SLOPES TO BE
SEEDED PER SEEDING
SCHEDULE _
285'
1/4. THICK STEEL
PULE
F'r 1
I _ 54• MINIMUM
FOREBAY CALCS.
ANTI—SEEP COLLAR DETAIL
FOREBAY CF- 15520 = (21 x) > 20% NOT TO SCALE
TOTAL CIF 74341
F—
In
LJ
Q
O
O
O
BOTTOM POND El 13.6
O CONSTANT POND EL=19.6
CONSTANT POND SURFACE Al 21,200 S.F. O EL=19.6
10DESIGN SURFACE AREA 24.552 S.F. O EL=21.13
O
00 co NOTCH RISER AT El21.13
Cri
TRASH RACK WITH RISER W/ ENCLOSED BOTTOM
N ANTI—SEEP COLLAR
O
w #4 REBAR (4"O.C.E.W.) (SEE DETAIL)
_ ELEV. 23.33 (emergency spillway) 100 storm _ _'
�. ' tovwoE vEaEr�mE sNETs 3: 1 _ !—! ! ! I !
PERNAETER OF PONIX&I SLOPE) U] ELEV. 22.82(10 storm. I— !—_
EL=t9.6 EL=17r93 o ELEV. 21.13 1"DESIGN ELEV. F _ ! !=1 !=�! ! !
3 — ,M ELEV. 19.6 42" CMP
= _ — — PERMANENT POND CMP = _ _-
a) III -I -1„I ITI I; I --�
Z =1 —III!= e? FOREBAY —I ! e? !-
—I I I_� AREA ti' —' i
_ 0 1.5' SEPARATION
— — I !- ! != ! 6-PVC' PIPE ANTI—FLOAT BLOCK
Z — ! III —
I W/CAP — 2" (40 CU. FT. CONCRETE)
! III— —III —! HOLE DRILLED
_ — ELEV.13.6 IN CAPPED
END
—! ICRE
I —�I !� CLOTH SCREEN)
III-III
III
c — STORMWATER POND DETAIL
o DETENTION POND PRINCIPAL SPILLWAY PREPARED FOR
REGENCY PARK, SECT. I
c0) NOT TO SCALE a
BOTTOM EL=13.s W WAMSBURG PLANTATION
0
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
o_
PREPARED Y
JOHN L. PIERCE & ASSOCIATES. P.A.
E CAR 409 PHONE: 910N 3 JACK 6-9800 DATE: NOVEMBER 3, 2000
01� 'S •, SCALE: 1"=20' F.B. PG.
AL � _ JOB # FILE NAME:
14En
8
p14-�r'l 20 10 0 ZO 10 60
'�' ''•.,G K. NEB•
SC&
a
�1/1/111 III•••• "„ IN
Ill
SHEET 6 OF 9
t

DEWEY BROS. INC. CATCH BASIN
FRAME & GRATE CH BN 2000
TOP OF CURB
F
9" MAX B AXMAXM
s" MIN 12" 5" MIN GUTTER LINE
7„ "
8„ 8" BRICK 8" SO=O er so'-o"
2' 2
3'
- I
- - — — — — —— — — — — — — — —
or 2 5I— J " ..
Io r: ' �. 2 �spataJt s CROWN Sloar 1/40: 1'
- - -- - -,
4 4 ,
d dd d d d 4 dd d d d # SICCWaIK 3 .`� V COMO St--- Ses . T C 8 R ) .n 4 810EwaLK
4 4 4 t, c.
t'—
4' 8"
8" 5' 0„ SCALE '. 1" s
EXISTING ROAD 2 CONC.FOO OTIOTING TYPICAL STREET SECTION
— — — —
SLOPE SLOPE LENGTH (FT.)
RAW RAW <2%
TYPICAL CURB INLET 2 TO 5% 750
CH BN 2000 10 05 TO 120% 25
50' MIN.
I LENGTH NOT TO SCALE >20� 15
REF: EROSION AND SEDIMENT CONTROL PLANNING
CONSTRUCTION SEEDING SCHEDULE AND DESIGN MANUAL, D.N.R.C.D. 1988.
SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM " „ " /t1/2" MESH HARDWARE CLOTH
ENTRANCE GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
PROFILE SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY. MINIMUM 2 x 2 x 48 '
t12MINAPPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY WOODEN POSTS OR OTHER
NOTE) WITH STRAIGHT BLADE DISC IN FLAT AREAS AND NTH ASPHALT TACK APPROVED MATERIAL
WHERE SLOPES EXCEED 4X.
PLAN VIEW MATERIAL APPLICATION RATE NOTE: BURLAP SHALL h54
NOT BE USED. ,� ° 4�_ 1
LIME 2 TONS/ACRE 3Tp ?1q�Mby�4�
Construction Speeleeotione 20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTIUZER(10-10-10) 1000 POUNDS/ACRE
1. Stone size - Use MSHA size No. 2 (2-1/2' to 1") or AASHTO WELDED WIRE MESH
designation M43, size No. 2 ( 2-1/2" to 1-1/20). Use APRIL - JULY •.
crushed atone. FESCUE, KY-31 50 POUNDS/ACRE •= • ,/
2. Length - As effective, but not less than 50 feet. BERMUDA (HULLED) 10 POUNDS/ACRE /
3. Thickness - Not less than sir (6) inches •_.•._, � 8" X 18"
4. Width - Not Tees than toll width of all points of - - JANUARY MARCH • ! ,• , / CONCRETE BLOCK
Ingress or sgrssr Minimum of 12'. FESCUE, KY-31 50 POUNDS/ACRE ''" • ,
5. Washing - When necessary, wheels shah be cleaned to BERMUDA (UNHULLED) 20 POUNDS/ACRE
remove sediment prior to entrance onto public right-of- RYE (GRAIN) 25 POUNDS/ACRE a ��
way. When washing is required, it shall be done on on • '
area stabilized with crushed stone which drains Into an SEPTEMBER - NOVEMBER /
approved sediment trap or sediment basin. All sediment FESCUE, KY-31 50 POUNDS/ACRE
s
shall be prevented tram ediq any storm drain. ditch.
or watercourse through use of sandbags, gravel, boards MULCH 2 TONS/ACRE
CATCH
or other approved methods. -
6. Maintenance - The entrance shall be maintained in a ASPHALT TACK 300 GALLONS/ACRE BASIN
condition which will prevent tracking or flowing of NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS. DIRECTION OF
sediment onto public rights-of-way. This may require RUN OFF FLOW A A
periodic top dressing with additional atone as conditions WOODEN POST
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or WELDED WIRE MESH
tracked onto public rights-of-way must be removed
Immediately. BACKFILL
SEEDBED PREPARATION NOTES: EROSION & SILTATION N #5 WASHED STONE
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. CONTROL FABRIC \ ` GROUND LINE P1AN
STABILIZED CONSTRUCTION ENTRANCE (D-5) 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE /
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6" DEEP. �j r •"• ����
NOT TO SCALE 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE / '.=. �� 24" MIN. HARDWARE CLOTH
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND SURFACE FOR FINAL SEEDBED PREPARATION, 12' EXTRA DEPTH REQUIRED ❑ ❑ ❑ ❑ ❑ ❑ ❑
MAINTENANCE OF VEGETATION. / FOR NON-STABLE SOILS
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. i� F5 WASHED
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING STONE
SPECIFICATIONS ABOVE. NJ ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
PHOSPHATE. fA SECTION VIEW
2' MIN. 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
WEIR REPORT. A T1 c L� C _ _ _
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL TYPICAL INSTALLATION ION OF JILT FENCE � � I—_! DE TH VARIES
N0. 67 STONE c0000e000e000�or I DURING SEEDBED PREPARATION. CATCH BASIN j
eo°aa000°o o NOT TO SCALE
.00 0 0 0 00. o r
aoao0 0Q0
10°000000000060r L - - - - - - - - - - - - - - - J
09060000a00° z
o000000 00000 r jn Y SECTION A-A
°a°000eee000,
o°o°ago°o°o°o°
,;ogSgBg0000000a PIPE ID + 2'4" #4 RE-BAR DOUBLE CONCRETE BLOCK FILTER AROUND CATCH BASIN (D=E)
3" 7 1/2" r 6" 12" O.C. EACH WAY PIPE I.D. +
CLASS 'A'RIP-R
—1— 2' 4"
MINIMUM 4' MINIMUM 9" gNING" BRICK 1/4" COMPOUND
12 OPE EXPA"S" MATERIAL
ROCK CHECK DAM 6"
DETAIL SHEET
SCALEi I'= I'D' H a 1/4" PREPARED FOR
CONC 1/2 PIPE I.D. i REGENCY PARK, SECTION I
GROUT - - ( i WILLIAMSBURG PLANTATION
FI LL
�— 3 ' 1 JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
e ° e d °
1 PREPARED BY
d
° e d e ° a d e JOHN PI ASSOCIATES. P.A.
° a
L. ERCE &
CONSTRUCTION SEQUENCE OF EACH SECTION
4' e' NNrkkr�� 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
1. OBTAIN PLAN APPROVAL.
8' e' a"PIPE I.D.+ 3 PHONE: [phone] DATE: NOVEMBER 3 2000
2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE, GRAVEL, & ROCK CHECK DAMS AND INSTALL SILT FENCE. zsoo CONC. — MIN' �H +R} '`.
4^ 1 0 4"� �NIOTH AS� 1/ •., SCALE: AS NOTED F.B. PG.
3. BEGIN STRIPPING SITE & EARTHWORK. FOOTING REQUIRED % yK
4. INSTALL CULVERT, DROP INLETS (WITH DOUBLE CONCRETE BLOCK FILTERS) AND RIP-RAP APRON. JOB # FILE NAME:
5. MAINTAIN STRUCTURES DURING CONSTRUCTION. PIPE I.D. + DITCH DETAIL SEAL
6. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE. NOTE: COVER TO BE PROVIDED WITH TWO (2) LIFTING HANDLES 3' 0" + °` NO SCALE 148
7. REMOVE TEMPORARY MEASURES.
TYPICAL JUNCTION BOX K. NEW..''•
NOT TO SCALE SHEET 7 OF 9
i
;i

j. -
r
.a••- •. a,14.• �� d6n�.• _ ` ` DEMEY BROS, INC. MANHOLE
r -UTILITY STRIP DEMO B COVER NO MN-RCI� 2001 .
� 1 „111..
J\L••
ROAD SURFACE o.. ..• •"'• '•
e
o IRS
CURB
• GUTTER
.•.. .UL. .., alb.. . - - -- -- -
• •,J..... ... .aL... - -- � 9/4 CEMENT nAeT[R
SIDE WALK -
a4.-..«
WALL
` NOTEI .1... .«• /1 ,1t �QST IRON MANHOLE STEPS rAS SP=WIED
.wwoLt [T[n A
PrOV;da b[nd for 9'' D" pllh. n• �d1U. u. A\hr. • , T _
WYE • _ I�1 - AS REQUIRED
E
[ontre[hon a :.•. y
HPontien ,IL.. •.. NIL••• 4•CL LAN our - II//n• !OR[• DIAMETER
PITTING BRONZE CAP ..U/. ... at6.. • ., I e• drwe'ow"ng". r
' a
,
e ,b.•�: 0 a•WALL ►OR►R[OAtT B U
1 [rAfewwT WALL Y
lo,
CONC, SHAPED 4'we'WArtT[R Iw.eReTt wR.le�a 7a 3
I _ - - „ IY TTneAL -
I odG,. Ylr. INVERTS ASRaoa.Rto o
Iv - 4• CLEAN OUT PA[TER. e011, Oa WTY PROD \ I I •� I .. �: •A . I O e
•ROHZt3 CAP 1 TAB%« I OR EQUAL ` \ I I _•:� ••' ',. r •�:_ Coact eNA►[e PILL tL0►[ E•I[ g
. .. C.: .'
Corr Sit GI.r S SETTER �� •- �. J• '
pNCEr STOP ANO - - , ' NOTE, MANHOLE DROP[ AND . A '
LOCK VY%MG ( FoRO v-Tl�eL. t -ter-- REQUIRED RNLwl Y[R ni IN is -
w 1 aRMUHLLF I•FUO8- gTUIG a. ., ' � .�. / .: Q 1 ..� - ,-� - .S _-�-- Ed'rM[ TN[rMa OYT. •. ,.� • -. •.•�:. A -
y 1/i rt -3406 SDR 1 R a � ��•• I •..• �- � _ +Il�.- r -
u 1GILVICT 70e1Ne o" Q�
Z Q CORPORATION i�' I `•SU}P00.T METER BOX ON HRICKS - - -- • �:' •' },I 1 _S_- .P• • A :•. ♦ -- I - �` ^.. • r ` `
trapz LL - . . -r-
z _
a HLULLER NISDM �— .!✓ '_1 '• '.+ r - r wT. i' •3 • w -�� L
o • 0A AP►ROV LaoO COMC. IOOTIM
•- 1/e Demo / \ core. [ROu7 . '. :�.. . . '• -
E I 'SYINRT sAAVIrL UNE A•. WY[ CWAFTER
ENA♦is n%mrst; SECTION A—A SECTION B — B
TA►PING ' « � .--I/1 DLNO 1/5' MIN SLOPE
SADOLE
Ie REQUIREO •- ir`!;� % i 1 . NOTES FOR SHEAR PROTECTION, CONTRACTOR TO INSTALL 2'-If TO BE SET BY C1T`C I I ( CO
JOINT OF PIPE AT FACE OF EACH MANHOLE BEFORE LAYe[G
SUPPORT SERVICE: LIME ON UHDISTUR6EO SOIL I 1 ' I FULL LENGTH JOINTS, OR USE FLEXIEL.E BOOT FOR
= A• '/fi EeNO ILLUSTRATIVE FOR NEW STREET CONSTRUCTION F PRECAST MANHOLE.
�' •( SERVICE SADDLE '
MIY.SEPARATION is .� �•`.,` Bit WYE FIT
IF LATERAL. SLPA- i •c�."'s_ CITY OF JACKSONVILLE N.C.
RATION LESS THAN OrT STDNEOn, APPROVED BEOOING PUBLIC UTILITIES DEPARTMENT
10. Mugr gwcASE SERVICE COY"ECTIO"
STANDARD DETAIL
STANDARD DETAIL MANHOLE AT LINES INTERSECTION (TYP)
•\ WATER and SEWER SERVICE-CONNfCT10Nl - - - -
TYPICAIr SANITARY SEWER MANHOLE .
(STANDARD PRECAST CONCRETE MAY BE USED IN LIEU OF MASONRY )
y
MECHANICALLY COMPACTED ,G 1
BACKFILL.6' LAYERS T^ -
• HEAPED BACKFtLL. CRUSHED STONE OW
NO TAMPING GRAVEL BACKFILL ROAD SURFACE
�.0 PAVEMENT BASE SQUARE FOOTING MAY BE
USED IF DESIRED
S.S. B*vs
SLOPE -I" PER FOOT
ENCI
EMBEDMENT EMBEDMENT EMBEDMENT
— r EITHER Y SADDLE OR WYE FITTING
MODIFY OPEN GUTTER TO
ZONE ZONE ZONE / SUIT PIPE LOCATIONS '
•q VARIES VARIES VARIES -
PLAN
N OPEN TERRAIN UNPAVED AREAS PAVED AREAS
SUBJECT TO TRAFFIC NIPPLE 1/8 BEND
�18 MIN. COVER FINISHED GRADE
►Av[YtrT
I" GROUT 30,Now
STANDARD DETAIL ap ' FRAME AND GRATING
TYPICAL BACKFILL SECTION D FOR SANITARY M.H.PROVIDE WATER MAIN
a 112" THICK PARGET1110 ON
a —t BRICK CONSTRUCTION
is'OWN COVER
1/B BEND 3 �.._ /
o INVERT ELEV OF INLET 1 8" BRICK OR CONCRETE
'IPING -GIVEN HERE
'(' — — WALLS TO DE 12 THICK FOR e[IL[t
ENCASE SERVICE CONNECTIbN IN REVERSE Y-BRANCH PORTION BELOW 12'-0" DEPTH-
d CLASS L EMBEDMENT MATERIAL L — FAANHULE STEPS AT IG" MAX OC
NOTE: [launching for flexible wall . p4 ,-__c = DETAILS OF WATER Q SEWER CROSSING
pipe (PVC corrugated and SDR 35 ) Dq pn I-[yI—' '
shall be O.D. + I inch. p ' 4" or 6" schedule 40 PVC pipe Fie r /
a
[launching shall be of thoroughly h I -
o�
rr
compacted Class 1 materials . CONCRETE ',\ "'•
Pie BACKFILL
•_ TOP OF BENCH AT CROWN OF
NOTE.' Flexible wall pipe .,hall pass d�� ;' BRICK ON _ 4, `I O )IA
a 5% mandrel in accordance p ?-r . .. r {• _ PIPES
with relevant ASTM s ecifications. p CONCRETE ��
p p4 0 ;;1 -'`— � —RUUNDEU ENTRANCE
INITIAL BACKFILL•12'• i2o I 1/B BEND CROWN OF INLES
d4V 8 OUTLET' PIPES � 1 FLOW
* SERVICE SADDLE , 10 BE SAME ELEV • `lr1 • �`
HAUNCHING I/2 D ± 4`f 1 e Qa I" CEMENT
VY 3 6" BEDDING MORTAR F[IIISN INVERT ELEV OF MANHOLE IS `
odpD�aT�ap ad v� �- BEDDING 3'- 6• 040 �p�dvA IN OPEN GUTTER INVERT ELEV OF OUTLET
FOUNDATION IF REQUIRED, DEPTH VARIES) CONCRETE FOOTING R4 AT 12" O.C ., E.W.
I' SECTION 3" MIN. CLEAR
_ DROP MANHOLE
STANDARD DETAIL STANDARD DETAIL NT5
PIPE MAIN EMBEDMENT SECTION I SERVICE CONNECTION FOR DEEP CUT SEWER EEUEIE.., (Z�(� G K
HC TYPICAL SEWER DETAILS FOR . PAR , SEcmo►J
S/ PROPERTY OF * JOH►J KoE+�t 6
to
I I JOHN L. PIERCE & ASSOCIATES, P.A. JACKSONVILLE , N. C.
JACKSONVILLE TOWNSHIP ONSLOW COUNTY f
DATE : tJc�J. 3 ) Z SCALE : NONE SHEET g OF
. y
1
t
I \ '

. .. e •
...y _. �'. , . ,+,tl•. k _. .tom .._. ' ,. _ ;. ..,. 77
. '. .a..�yl� :. :gin ,, '•: .✓K#.. _ , 4''?wNnr_ .,
r
- .--. .,., ..
t
Side View Top View
•, i
. (/.°. • afj ram ___
t • n° + • • ••• n'• •. wr+ ."". ... 2,14.. �Lh a .. '11rw�»
' ��.�+ � •..'^e• CLOW F-2500 _
Bricks �' ; : DARLING MARK 73 OR Q
• Isometric View ° MEULLER CENTURION UTILITY STl1► •
1 ° ^ ROAD SURFACE ++.. ••, yn. r\4/w r.. •ub.r
s . .• ' r �� ° O1. o . • •_J- FIRE HYDRANT WITH
r • •• .
1- 41/2" PUMPER NOZZLE � Ill «. .•4.. .....
.�• � a•�. • a,•I / i•, .,AAA'.
i AND 2 - 2 1/2" HOSE I _ZZLE$ �f' ' CU!! b . .
GUTTER
AAA,i,• a • • . ., • ,, T .rW'11b. . itA• 1.
. -
s � _• Bricks ».. .••Ib... ... ..If...
t Gravel-min. 6" deep - - \ #67 stone Gravel DEWEY egos. vax-TE- 1oo • - SLOE WALK
_ VALVE BOX OR APPROVED EQUAL
�,�, „•11....• ,11►. AS
••C .alec. ..c dt14,'.
SIDE WALK 2„ I I` +
r
CURB 3 GUTTER NOTE{` +4+ � � %MrYN ...
Cast Iron Meter Box Lid NOTE : Meter and Yoke not shown u
he•i11f1 NReI (et °`
tewtietbew t
I I �. I �rY.. ..'° WYE yPew}iew W. ... „4. �•CL[AN OYT bWi LII,• ... Mt�•• ,
Cast Iron Meter Box I I ,: -A .
PITTING - -- -- - ERowzr CAP
Note: Meter Box Shall Not Be P ` ° T 6" GATE VALVE O
I • ^^ r ylln.
,.Ili. .•tt✓..
Located In Driveway.
I II I 30" MIN. COVER 1
NOTE: 67 Stone shall completely a °Lllb.- ., .Y41•
/ i : M.1. LOCKED y - •i� encase the outside of brick. I HYDRANT TEE OR TEE WITH tv
° �L7[-''• I 4• CLEAN OUT FAET[I[ 110I1, OEWUV •w0•
APPROVED PIPE RESTRAINT
Standard Clay SEE DET GSD-g W faON=t u►. I w.ex•1 ell t0uw1.
I. r . ,
r � FOR ALTERNATE • . -
Bricks ' CONCRETE THRUST BLOCK o A '.../ I - • • " •CO IEM1.9 S QP PAN* -
✓' ° , ,-� _ _... �_ - Illa' - 1 \`i i••••i•-• , IL CK W na sf Polls~w7a-OL. 1
PLACED AGAINST Z�
o UNDISTURBED EARTH. c ,�.'° ] I. .. _ _ _ - _-_ _ / --1- , O j _ • ' 1 � oRMVaLtG IYooB-T10i0
d I` I I / ,,A �. •. T.a r— - — „I •L�1�� I e ,r, EERYICit 7894to �••
I ° a � /- . �•I II ._/ L✓� PE J•10a fOw! E
Q� eww.a :oN -= i:. . "SU►}04T METER BOX Ow eR1ICxS
3 4" Watei ^�a • ° eD°j " j i °may Oft "ItDV It f�
( E ^ • M.J. LOCKED HYDRANT ADAPTER -
Service Line �: a , ' t ' MIN. OF 3 CUBIC FEET OF OR APPROVED PIPE RESTRAINT, .
r - E , wlu�r f.wwCt uwE . . 4•-WVt
� . . u a n o #67 Stone Gravel 5�1 III �oc'1 "
CRUSHED STONE fOR DRAINAGE SEE SHEET GSD-B FOR ALTERNATE . eN rArl►o
d
VPI,Jc BETWEEN HYDRANT AND VALVE —
e •, , o t , a , . ( for Class IV soils )
B TAMING 1••1/f O[NO i �"� 1"' MIN SLOPT
(NO SUBSTITUTE)
�e ° p D l D o tfA0014 ��•,
a ° , D , STANDARD DETAIL HYDRANT SETTING ' r METER TD SE SET oY CtT`C
° CURB B GUTTER WITH SIDEWALKS �'� SUPPORT SERVICE \.INC ON UNDISTURBED Sat% OR COUNTY OF ONSLOW
NTS 4• 'A' gENO
STANDARD METER BOX INSTALLATION DIAGRAM ~ SvItVICT. SAOOLr,
NTS - MIN.l VARATtON to {t Olt WYE FIT
IF I.ATERAL SEPA• tf '#. �, I .
KATION LESS THAN
' 10. /LT STONE OR APPROVED BEDDING
Valve Box Cover Tamped Earth CLOW F - 2500 wufr GUCASE SERVICE COIIMECTIOti
1 NOTE : SEWER DETAIL NOT APPLICABLE
DARLING MARK 73 OR MUELLER
'F
Pavement CENTURION FIRE HYDRANT WITH
-41/2" PUMPER NOZZLE AND 2-21/2"
'W111 rir\.�_ /s I/I Oi I/I_ 4
III �_ Ie I HOSE NOZZLES
Valve Box = t Threaded
\� Coupling for /1/ 2" Cap DEWEY BROS. VBX-
Thrust 4' THREADED r/ I /r. cap of Blow-Off �` //r TE-100 VALVE BO 6" GATE VALVE MECHANICALLY COMPACTED •,..$`.
Collar BOTH ENDS IT Ilr BACKFILL,66LAYERS
24" Long 24" Long IF /i. 2„ Pipe
.r/ 2 " Brads - II 2" Pipe r/r HEAPED BACKFlLL• CRUSHED STONE OR
N1 le 2"' CI 900 TEE
Nipple PP A 1 s O NO TAMPING GRAVEL BACKFlLL ROAD SURFACE -
1 o s,� • • I111= 1# 4 � Bend-Threaded D -_
t
Water Main v �r4 9`4$�
rr; , ° ° A n • r 4 a A'• t, Concretelit
#97 Stoney ' blocking
DUC- LUG I _. � 'O PINVEMENT. BASE
2 . I - J
�� : r 6° WATER LINE
• .' Ih WATER MAIN•
Mechanical Joint CI Plug
Tapped 2" \ 3/4" THREADED RODS
FORD C 87-77 J 1
STRAIGHT COUPLING PACK JOINT Tamped Backfill. (GOAT W/ FIELD APPLIED BITUMASTIC) M°
X MIP WHEN BLOW OFF IS ' r
ON 2" MAIN NOTES I RESTRAINING RODS OR CLAMPS FOR THE VALVE iv -
ARE NOT REQUIREDIF THE PIPE SECTION BETWEEN
VALVE AND HYDRANT IS MORE THAN 12FT LONG. EMBEDMENT EMBEDMENT EMBEDMENT
NOTE : No plastic or galvanized screw fittings before valve. 2. RESTRAINING RODS BETWEEN VALVE AND HY-. ZONE ZONE ZONE O
I'or mains larger than 12" , use 6" Blow-Off Assembly BLOW - OFF ASSEMBLY DETAIL DRANT ARE NOT REQUIRED IF HYDRANT IS ADEdAJTE-
No plastic screw fittings permitted in assembly LY BLOCKED
NTS N VARIES VARIES VARIES ,
STANDARD DETAIL HYDRANT SETTING W/ RESTRAINING RODS CI
OPEN TERRAIN UNPAVED AREAS PAVED AREAS NTS SUBJECT TO TRAFFIC
., PIPE MAIN EMBEDMENT SECTION DETAIL NTS
CONIC. OR SOLID 90• ELBOWS t�
TRENCH WALLS CONC. BLOCK
SIZE 6 8 10 12 16 18 20 24
q D 8 10 12 12 12 16 2 20
TEE ANCHOR DIMENSIONS
z'
v . L
L 2A 27 30 34 48 51 54 70 SIZE 6 8 10 12 16 18 20 24
n - t,—
A. 3 W 12 16 20 24 28 34 40 44
TRENCH WALL •�1. •,k- D 6 6 6 6 10 12 14 18
D b'MIN./ 4 5• BENDS , C • -Q, INITIAL BACKFlLL•12'• I/2 D x
L&H 20 22 24 24 32 36 40 48
LD �
16 GA. SHEET METAL } SIZE 6 8 10 12 16 18 20 24 A
PLATE BEHIND PLUG 1 o p C�\ a ad HAUNCHING • Ift D
D 6 6 6 6 .6 8 8 10 dpoQvoc�OV BEDDING 3'- 6'
e D�nDv4�aA�c
L 18 20 22 24 34 40 45 S2 — FOUNDATION ( IF FtEOUIRED,nEPTH VARIES)
W 12 14 16 18 22 25 28 32 D ,
t ANCHOR (TEE ) DETAIL NOTE: [launching for flexible wall
pipe (PVC corrugated and SDR 3�) TYPICAL BACKFlLL
NTS shall be O.D. + 1 inch.
[launching shall be of thoroughly
SECTION DETAIL
compacted *67 STONE MATERIALS `F
NTS
NOTE: Flexible wall pipe shall pass
a 54 mandrel in accordance
PLUGS
* , a with relevant ASTM specifications.
SIZE 6 8 10 12 16 18 20 24 ANCHORS (HORZ . BENDS) DETAIL
P- t„•••,e WATER DISTRIBUTION DETAILS FOR V�tNCY PAW-K SEC-T1o^1 I
D 6 6 ±4L3
12 14 18 NTS ..
Srrr PROPERTY OF : JoMN Ko6tJiC�
L&W 20 22 236 4O 48 TRENCH WALL § SY+
S>3 8 t JOHN L. PIERCE & ASSOCIATES, P.A. JACKSONVI LLE , N. C.
WATER MAIN PLUG DETAIL $
," NEED @ Jac. IGsa•IVt�1,E TOWNSHIP ONSLOW COUNTY r'
f A ty� .- '� a• '
NTS I
Ill� jw DATE : /1 3, ZpoQ, SCALE : NONE SHEET `� OF + * `