SW8000202_APPROVED PLANS_20050127

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 000202
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2005 012-1
YYYYMMDD

I
ISTA 150+50
(RIGHT -IN, RIGHT -OUT)
I
I I I EXIST IN
TOP-420 -
INV-40.52
I I, II I I�"II I
�II I I II
I I ;IIIIII I
I II I I I
I�'III I �I
� I
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(V I I
I °I
I I
�gm I I IQ 1 I a
6Kj� m
=N� zci I
o
� cz
Wa v Ibbll�
ciaZ
2 7 I O I I GW P
STOP
Of
l
STA 14q+O
(CR�SS}OVER)
I I
o
44
!NOTES:
1- ALL PARKING LOT RADII ARE 3' UNLESS OTHERWISE NOTED.
2- 24"CONC. CURB k GUTTER TO BE INSTALLED ONLY AS SHOWN.
3- ALL APARTMENT BUILDINGS ARE 2-STORY (WOOD) CONTAINING 12
UNITS (2 OF THE 12 UNITS TO BE DESIGN FOR THE HANDICAPPED)
4- ALL PROPOSED ELEVATIONS ARE TOP OF CURB OR TOP OF SIDEWALK EXCEPT AS NOTED.
5- ALL DRIVES AND PARKING LOTS TO BE ASPHALT.
6- NO PARKING SIGNS TO BE PLACED ALONG MAIN DRIVE.
7- APARTMENTS TO HAVE 1 AND 2 BEDROOM UNITS.
8- THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN,EXCEPT AS SHOWN. Torun.
9-PROPERTY IN ZONE "C" AS PER FIRM MAP 370178-0002B DATED 2-15-85.
10-ALL PARKING LOTS AND DRIVES TO BE 1-2 ASPHALT. EIS - EXISTING IRON STAKE
11-ALL EXTERIOR LIGHTS. WILL BE LOCATED AND POSITIONED NOT TO EIP - EXISTING IRON PIPE
ADVERSELY AFFECT ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC. ECM - EXISTING CONCRETE MONUMENT
12-ALL SLOGS TO BE CONSTRUCTED OF WOOD W/CEMENT FIBERBOARD SIDING. EPK - EXISTING P.K. NAIL
13-TEMPORARY TRASH DUMPSTERS TO BE USED UNTIL PERMANENT DUMSTER PUT IN PLACE. SIS - SET IRON STAKE
14- ADEQUATE LIGHTING TO BE PROVIDED FOR SAFETY. SCM - SET CONCRETE MONUMENT
15- ALL ROOF RUNOFF TO BE DIRECTED TO POND FOR TREATMENT. SPK - SET P.K. NAIL
RCP - REINFORCED CONCRETE PIPE
MA - WATER METER
CB - CATCH BASIN
MH - MANHOLE
DI - DRAINAGE INLET
PP - POWER POLE
SL - SECURITY UGHT
CA - CENTERLINE
R/W - RIGHT-OF-WAY
N/F - NOW OR FORMERLY
FH - FIRE HYDRANT
INV - INVERT
GW - GUY HIRE
N� -F- 8`CHAINUNK FENCE
-E- POWER LINE
ONSLOW INVESTORS LLC LAMP POLE
M.B. 23 P. 132 \ \ '%L \ / _ p - WATER VALVE
3O*cMP �l \ ® CTT MANHOLE
� O PROPOSED GRADES
}
EXISTING oETONnoN PROPOSED CRADES(TOP OF CURB)
/ I / \ -
\ \ \ PROPOSED GRADES(TOP OF WALK)
'( POND
x {
S 06'00'00" irJ 76 ' / \\\
+L LX��X4'OIAWLINK FENCE EXISTING GRADES /} \ \\ \ / / \
FF FINISHED FLOOR
\�
LARGE TREE
\/ -
SMALL TREE
1 m LARGE SHRUB
�y
® \ s 1OOt / / O � \ IB MTERCEPTOR BOX
Pipe
On
Off
%Grade
CFS
Size(In.)
Size(Ft.)
A
0.20
0
0.35
0.78
15"
36'
B
0.34
0
0.35
1.33
15"
160'
C
0.04
0
0.91
1.56
15
127'
D
0.64
0
0.35
2.50
15"
317'
E
0.83
0
0.35
3.24
15 "
115'
F
0.08
0
0.35
0.31
15"
116'
G
1.02
0
1.07
3.98
15"
187'
H
1.80
0
0.35
7.02
24"
86'
I
1.80
0
1.22
7.80
18"
147'
J
200
0
035
1572
30"
124'
4 H/C /y / PROPOSED STOP SIGN
�� L 0.71 0 0.35 2.77 15" 120'
AMP
8 / / G \ M 0.34 0 0.35 1.15" 120'
N, °.p N 0.54 0 0.35 2.1111 15" 353'
0 1.19 0 0.35 4.64 18" 124'
Q151,
�a\l \ Q 2.50 0 1.80 9?75 18"7.65 " 50'
40 y�0� R 3.66 0 0.35 14.27 30" 66'
v \ ®\ " Is,/ 7 /) j \ \ T 6.65 0 0.35 25.94 36 67'
U 1.60 0 1.45 6.24 15" 192,
\ ?�\'Po / .5 0 V 0 0.35 418" 1'
� W .54 0 0.35 2.11 11 15" 105'
\ \\� X 0.12 0 0.38 0.47 15" 104'
Y 8.40 0 0.42 32.76 36' 88'
/ Z 8.40 0 0.35 32.76 36" 99'
6 / \ AA 8.57 0.61 0.35 35.80 36" 48'
H/C \ \ _ BB 4.03 0 0.00 15.72 42" 63'
RAMP CC 0.72 0 0.84 2.80 15" 131'
1
\ \e n Is, / HH 2.05 0 0.39 8.00 24" 238'
1 1 6.12 0 3.08 23.87 24" 100'
J J 0.40 0 0.73 1.56 15" 104'
5 / \ KK 4.03 0 0.35 15.72 30" 17'
A9 \
�1./
Off\
m \\Z� /` 40'BUFFER/DRAINAGE
20 \ \ (PER11LITY REZONING EASEMENTO/ \
® to 9
2001.9036)
RAM Ate• - / \
RAMP
$ 150 SF(I) 21 V % � 2 \\
RESERVED FOR III f _IIIIII
FUTURE DEVELOPMENT �___--- III a 150 SF(I �B
INV-36.4e I III 20.73 ACRES s\ \
b In >s sF 300 SF(I) _ 02 1
'H a 190 SF(l) 750 SF(E�_-1 (0 , 'o / /
H/C RECEIVED
R 760-�'(E) 190 SF I) 760 � 190 SF(Q 760 SF M " 4 ��� - /
!') I IIIIII IIIIII 3� SFOi \ 20'DRAINAGE
PIPE TO BE EXTENDED I I I III II, III �211w I c v at.� 18'WIDE GATE \ \ EASEMENT APPROVED
BY N.C.D.O.T. FZ I II I CAROM ERWROI MMAL FEB 2 2 2W2
No.U-3616 +(<i DETENTION POND LANDSCAPING IIl �I,I I, ��� I W b e b 14'X30'
v-3'- 4 67 PITTOSPORUMS h I I I
14 KOUSA DOGWOOD TREES I IIII ', I o PARKING CONC ` ° f..OWWN
96 TO MEET CURRENT ORDINANC DWQ
SPACE 9.57U9' c� 'ry �� DUB STER o `"% :��` `f'\ �/ p� /�ey� , PR 'S��ocuZo2_ .kfUji
4 I b is ® ;� Ti �O I ��f LW�
REQUIREMENTS) ��� � �III II i III �� � 809F1 360 SF(I). � o'� • � 7 m �� � - � o S-
\ 4' CHANUNK FENCE WITH III I I H/C ( P • • �/ ��>, m O F
III • • 340 SF(I)
.I I PP GREEN VINYL COATING a III 1 RAM • • 190 SF(I) L) - ��� ® N.C. GRID NORTH
I I v III IIIIII 760 �E) 1 I) 760 SF(E) 1 SF(E)
I I \ II IIIIII IIII I I J�pn1L //�� LANDSCAPING: Rib \ v
I 706� \ III lull, IIIIII IIII V 4 ADDITIONAL SHRU2 p
ADDITIONAL us-7a
�3 IIIIII IIII �II
3 �
PROPOSED OVERFLOW
II I RIGHT -TURN LANE v / ,ti �6� 23 \ PARKING AREA PLAN
I I TO BE CONSTRUCTED
I ®® a /
BY BILTMARK BUILDERS, INC. 01-10-02
\
I I PER N.C.D.O.T.STANDARDS °
2-1/2" ASPHALT TYPE HDS(TIIO LAYERS) \ 4536 \ [ H/C
I I 2-1/2" BINDER COURSE TYPEHDB RAMP � LANDSCAPING PLAN/
I I I I I 10" AGGREGATE BASE COURSE \ ® c� 24 \ ° ° py p" N/F SITE PLAN
PERIMETER PROPERTIES
M.B. 23 P. 132 OF
LANDSCAPING NOTES: \ A' \/ / DETENTION POND LANDSCAPING WINDSOR PLACE
4 I 30 62 PITTOSPORUMS k
14 I I I IN 43. I 1- VAA = 213,092 S.r. \ 3g?9 /'L YL (TO KMEET CUORRE T ORDINANCE OD TREES PREPARED FOR
I I 2- INTERIOR LANDSC'PING AREA = 15,883 S.F. \ F \ 1 2 / 95h6�A / REQUIREMENTS)
(REQUIRED = 12.786 S.F.) \ ?3g \ 23 4' CHANUNK FENCE WITH
18" �P'� I 3-TOTAL LANOSCAPIN) AREA - 38,880 S.F. 46 / N / GREEN VINYL COATING BIL TMARK BUILDERS INC.
a- ISR = 0.41 (Moo)
(REQUIRED = 25,571 S.F.) \ \ / /
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
INV-39.71 / \ O PREPARED BY REV:8/3/99
6- SHRUBSSTREES- 35 193(16E REQUIRED) *YY)AIUPON HOLLIESPI TALL ATLE PPLANTINGL(AT PLANTING) \ / �-IA 9�30 N/ / Cn REV:8/17/99
\ - _ _ / ,3 01 JOHN L. PIERCE & ASSOCIATES P.A.
7- LANDSCAPING CONMACTOR TO FOLLOW STANDARDS SET _� TA 2 / "" , REV: 8/18/99
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
FORTH IN THE CITE OF JACKSONVILLE'S LANDSCAPING y� DATA N 03'42 32 E 403.51 / 8 REV:10/19/99
ORDINANCE. _ - -- _ _ / �Z. 8 � N PHONE: [phone] DATE: JULY 19, 1999
TOTAL ACREACE.IN TRACT - 20.73 -" -- / 1 SCALE: 1"=60' F.B. PG. REV:0I/10/00
PARKING - 550 STANDARD SPACES dd REV:01 17 CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG . DEVELOPER TO USE A VARIETY OF LANDSCAPING SPECIES AS LONG AS 11 HANDICAPED SPACES _ -� d Z t% JOB # 983820 FILE NAME: EASTWOOD / /00
Cl 6'12'44" 5629.58 610.38 610.08 305.49 N 89'09'06" W CITY OF JACKSONVIIE'S LANDSCAPING ORDINANCE IS MET. TOTAL = 561 SPACES
TYPICAL PARKING SPACE SIZE - 9.5'X19' O �. REV:02/Oi/00
TYPICAL HANDICAP PARKING SPACE SIZE - 8'X19TW/ B'AISLE) W a0 30 0 60 120 ISO REV: 02/04/00
•'2340 LF TYPE "A" ROFFEF= 94 LARGE TREES WATER - CRY OF JACKSONVILLE C7 REV: 02/17/00
140 SMALL TREES SEWER - CITY OF JACKSONVILLE N/F OWNER/DEVELOPER" REV:02/29/00
585 LARGE SHRUBS ZONING - CU-0-1 MAT C. RAYMOND JR. do OTHERS 30'DRAINAGE&
AREA TO BE GRADED - 14 ACRES BILTMARK BUILDERS INC. REV:04/17/00
PROPOSED BLDG AREA - 166.514 S.F.(TOTAL BLDG.) M.B. 33 P. 138 UTILITY EASEMENT \ N .�i �N �T P.O. BOX 5605 REV: 05/09/00
TAX MAP 339 PARCEL 20.6
DEED BOOK t329 PAGE 439 (PER M.B. 33 P. 138) WILMINGTON, NC 28403 REV: 01-10-02 REV:06/15/00
252 TOTAL UNITS (l66 - 2 BOBS, 84 - I BDRS) 910-251-5030 REV: 01-29-02 SHEET 1 OF 3
REV 02-18-02
I I I
PP I I I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
I HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
I AS CALCULATED IS 1:10.000+ WITNESS
MY ORIGINAL SIGNATURE, LICENSURE
NUMBER AND. SEAL THIS � S
DAY OF fib 20 1? 11`1A�N
I . - t
ov
CURB A GUTTER ASPHALT PARKING
a 6'OPAQUE FENCE LOT
I
�FH R WV
EXISTIIG 13'7,VPE •A'
12"PVC WATERLINE BUFFER
II
PROPOSED 5'
SIDEWALK
RESERVED FOR
FUTURE DEVELOPMENT
I� PLANTINGS MUST COMPLY NTH CITYS MASTER
LANDSCAPING PLAN AS ADOPTED.
A WV
24'CURB A GUTTER \ ..-- 1
H/C 24"CURB h GUTTER
RAMPS
PROPOSED SIGN
W/ 20'X 20'
SIGN ESMT.
e Wv
4'
END CURB k
GUTTER �
END CL
GUTTER
H/C
- V 0 2-
H/C
RAMP
17
TYPICAL BLDG
DIMENSIONS
0
iD
OfFlCE
cLU6- 0
HWSE 0
FF48 0 L
o�
16
0
PROPOSED VSIDEWAUL
(TYPICAL) 1
F1
e
1 � I

I
I I I
PP I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
STA 150+50 MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
(RIGHT -IN, RIGHT -OUT) I HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
I CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10.000+ _ WITNESS
EXIST
TOP- IN4Q20 4
MY ORIGINAL SIGNATURE, LICENSURE
I OP-
INV-40.52 � NIIMRFR ANTI SIS FAI TH)
I I I I
2" 1-2 LANDSCAPE 8' 2. 1-2
ASPHALT ISLAND ASPHALT
24-CURB III ASPHALT
R
GUTTER GUTTER
FOOT 1 4• � FoOT t 4 PER FOOT I/4• pED FDOT
36'
MAIN ENTRANCE ROAD
NOT TO SCALE
4
Irly-46.Di 49
8
oes7�•A 66 \ \
4
X'�C�FFR 1.7XANXU�NK FENCE� ��1YP WATERLINE
INV-41.94 -48
'A
\\ 1V
�9
CP
� -
I - A A \� \ � V \ I�Py �00
clq
iii ��\\ \VA �j0y��
it i, �I III i\\V�,Aq� _ 1/
I p
_ - - TOP-48.9 ,q-7- VA U 1 6
-47_ _ _ _ INV-41.4 47.2 \V A \ V� A _ _
VA ��\ A p9-
RESERVED FOR 4as\��
FUTURE DEVELOPMENT \
1' i, I 1
16 I
1 ' - ' FF-50.0
.
I
1 A� a 1 1 66,866 S.F- - - -
1 1 - IMPERVIOUS - -
I 1 AREA d
4 TOP-46.0
17 NV-43.S ,
ill I� a
I I
,i i TaP-
11 I i
4 (I I FH t wv FF-49i
b
GW RIP -RAP
�11 / Fj 1 j PP INLET PROTECTION
109 LF
C ,
i II/ I CBO 0.35
I I ,
1 ' TW-45.3
I-- INV-43.03
STA 14�C
ONC
4•
(CR SS-tRDOUa30
EN -o pRS
CB
o TOP-45.1
INV-42.9
IRIP -RAP
/ OUTLET PROTECTION FLARED -END
Ij g D o SECTION
oi i
o I.: -
-44 z
o FM x wv
/,II OR
o RESERVED F
43-- / �I = I FUTURE DEVELOPMENT
IMP
INV-se.+e I I / I z S.F.
IMPERVIOUS
AREA
Yam• I / . I ,
PIPE TO BE EXTENDED
BY N.C.D.o.T. PROD. \\ -43
BY
- - _ -
4 _
i I i
II �406 42 - t
ND
I I II 1 t \ SECR
�4
I � \
CON97.\
0-10-CFS
I I I I I V-2.6 FPS - .?
I I I RLi 9 POST-CONST. 1
I I I Y 0-GFS
� V-4.4.0 FPS
, I
i'\III I --
,
I
I /
INt�43.26
I
INV-39
2. 1-2
ASPHALT
TO FLOW TOWARD
PER F00T DETENTION POND
6-ABC
STOW
SECONDARY ACCESS RD
N/F NOT TO SCALE
111 CURB et GUTTER ASPHALTONSLOW INVESTORS I
° �PARKING Lor M.B. 23 P. 132 '4A� _ Z\
• 30CMP
- \ / 10 /
1I Illlll I z I EXISTING DETENTION
FN : �_ (((///��� ><v POND }
I J \
CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG
C1 12'44" 5629.58 610.38 610.08 305.49 N 89'09'D6" W
INV-40.14
JB
DI
TOP-45.6
NV-42.74
OFFlCE P
a ate_ o
HDU 0
FF16.0 L
FLAG
d
TOP-45.9
INV-4204
NV-43.15
i
\\46-
15 FF-
d
FF-48.7
CB
TOP-46.2
NV-43.7
1.0°
ACRES
b-
CB \
TOP-45.1
INV-426
a
TOP-44.2
INw41.7
\_ 85.7-43'
'1 Nv- 67 1�", ,
N \ 1 TOP-43.3 44.
?6 INV-41.09 moo
OUTLETPPROTEC11ON \ F x i INV-40.5
TOP-44.1
\ x\ INV-41.74 ® •N'
x
zs v 1
1-44.5
404 WETLANDS M'S�
517E DATA: � f..,�. N 03'42 321, 403.51
TOTAL ACREAGE IN TRACT - 20.73 �y
PARKING - 350 STANDARD SPACES-
11 HANDICAPED SPACES
TOTAL - 561 SPACES
TYPICAL PARKING SPACE SIZE - 9.11 19'
TYPICAL HANDICAP PARKING SPACE SIZE - 6'X19'(W/ WAISLE) �\
WATER - CITY OF JACKSONVILLE N/F
SEWER - CITY OF JACKSONVRlF
ZONING - CU-6-1 MAT C. RAYMOND JR. do OTHERS
AREA TO BE GRADED - 14 ACRES
PROPOSED BLDG AREA - 166,514 S.F.(TOTAL BLDG.) 1 33 P. 138
TAX MAP 339 PARCEL 20,6
DEED BOOK 1329 PAGE 430
252 TOTAL UNITS (168 - 2 BOBS, 64 - 1 BDRS)
7 /
I I'l
EIS -
EXISTING IRON STAKE
EIP -
EXISTING IRON PIPE
ECM -
EXISTING CONCRETE MONUMENT
EPK -
EXISTING P.K. NAIL
SIS -
SET IRON STAKE
SCM -
SET CONCRETE MONUMENT
SPK -
SET P.K. NAIL
RCP -
REINFORCED CONCRETE PIPE
WA -
WATER METER
CB -
CATCH BASIN
MM -
MANHOLE
DI -
DRAINAGE INLET
PP -
POWER POLE
SL -
SECURITY LIGHT
C/L -
CENTERLINE
R/W -
RIGHT-OF-WAY
N/F -
NOW OR FORMERLY
FH -
FIRE HYDRANT
INV -
INVERT
GW -
GUY WIRE
-F- -
WCHAINLNK FENCE
-uE- -
POWER UNE
)C( -
LAMP POLE
0 -
WATER VALVE
® -
I MANHOLE
X 47.6 -
PROPOSED GRADES
X ® -
PROP OSE° GRADES(TOP OF CURB)
X ® -
PROPOSED GRADES(TOP OF WALK)
-
EXISTING GRADES
FT -
FINISHED FLOOR
-
LARGE TREE
-
SMALL TREE
-
LARGE SHRUB
IB :
INTERCEPTOR BOX
STOP -
PROPOSED STOP SIGN
LS LANDSCAPING AREA
REGRADE DITCH C/L
(GRADE TO MATCH
EXISTING DITCH)
RATIONAL METHOD Q=CIA
Q=(C.65)(6.0)(A)
Q=(3.9)(A)
Acres
Pipe
On
Off
%Grade
CFS
Size(In.)
Size(Ft.)
A
0.20
0
0.35
0.78
15"
36'
B
0.34
0
0.35
1.33
15"
160'
C
0.04
0
0.91
1.56
15 "
127'
D
0.64
0
0.35
2.50
15"
317'
E
0.83
0
0.35
3.24
15 '
115'
F
0.08
0
0.35
0.31
15"
116'
G
1.02
0
1.07
3.98
15"
187'
H
1.80
0
0.35
7.02
24"
86,
1
1.80
0
1.22
7.80
18"
147'
J
2.00
0
0.35
15.72
30"
124'
L
0.71
0
0.35
2.77
15"
120'
M
0.34
0
0.35
1.33
15"
120'
N
0.54
0
0.35
2.11
15"
353'
0
1.19
0
0.35
4.64
18"
124'
P
1.96
0
0.91
7.65
18"
151'
Q
2.50
0
1.80
9.75
18"
50'
R
3.66
0
0.35
14.27
30"
66,
S
3.66
0
0.35
14.27
30"
140'
T
6.65
0
0.35
25.94
36"
67'
U
1.60
0
1.45
6.24
15"
192'
V
1.23
0
0.35
4.80
18"
13'
W
0.54
0
0.35
2.11
15"
105'
\ `\ y N,\ X 0.12 0 0.38 0.47 15" 104'
\ \ Y 8.40 0 0.42 32.76 36" 88,
\ Z 8.40 0 0.35 32.76 36" 99'
6 1 / \ AA 8.57 0.61 0.35 35.80 36" 48'
\ 1 \ \\ \ i \ BB 4.03 0 0.00 15.72 42" 63' EXISTING
CC 0.72 0 0.84 2.80 15' 131'
VV A I �C�� DITCH HH 2.05 0 0.39 8.00 24" 238'
rF-4e 4 � \ > 1 1 6.12 0 3.08 23.87 24' 100'
J J 0.40 0 0.73 1.56 15" 104'
514.03 0 0.35 15.72 30" 17'
_ � \ NOTE: ALL PIPES TO BE RCP UNLESS SHOWN OTHERWISE.
V\ A \
PROPOSED 1 4 \l
V -
DITCH _
\\ \
2{� + \ - ✓40'BUFFER/DRAINAGE _
�v &UTILITY EASEMENT x-
�-�.S \, ' (PER REZONING NO.
451 A 2001.9036)
��
21 �\ w ' 2 1
D1
TOP-41.3
\j TOP 04-42e4 OP-42e- 20'DRAINAGE
EASEMENT
9 �
S
rF-44.5- 1 / �pq� v\6� �•� N.C. GRID NORTH
I
d,
. 2 FLARED-END
SECTION
J/
���i/%, x INV-31i
PROPOSED OVERFLOW
5 �o
;� �3-�6 .q A PARKING AREA PLAN
/ tig P� N to
NV 3730 • '�' l� 01 -1 0-02
,✓/- INV-36.51
!b 44.2 _ ! / , / NV-36.65 FLARED -END
W FLARED -END `'�- '/, ,. / secTloN GRADING PLAN/STORMWATER PLAN
SECTION \ / orya� N/F SEDIMENTATION &EROSION CONTROL
PERIMETER PROPERTIES OF
M.B. 23 P 132 WINDSOR PLACE
/�• / PREPARED FOR
404 WETLANDS / X\
BlL TMARK BUILDERS INC.
\
/
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
REV:8/3/99
JOHN L. PIERCE & ASSOCIATES P.A.
REV:8/17/99
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
1V:13/18/99REV:10/19/99
/
PHONE: [phone] DATE: JULY 19, 1999
/
SCALE: 1"=60' F.B. PG.
REV:01/10/00
JOB # 983820 FILE NAME: EASTWOOD
REV:01/17/00
REV:02/01/00
120 i80
REV:02/04/00
REV:02/17/00
30'DRAINAGE&
OWNER/DEVELOPER"
1 02/29/00
UTILITY EASEMENT
BILTMARK BUILDERS INC.
\
Si IN FAT
Ri04/17/00
0 9/00
(PER M.B. 33 P. 138)
WIL BOX 5605
NC 28403
REV: 01-10-02
REV:06/1ILMINGTON, 5/00
910-251-5030
REV: 01-29-02 SHEET
2 OF 3
REV 02-18-02

,
FOOTING _.. -
6" V-6"
1 /2" RAD.
♦ �3' ROD. �1/8" ROD.
a
o •
♦
. ;
2'-0'
N.C.D.O.T. STANDARD 24" CONCRETE CURB & GUTTER
WASHED
FE
`-iT'
SCALE: 1" - l'-O"
3
1
III:I I
3' MIN. �I
WIDTH AS
REQUIRED
DITCH DETAIL
NO SCALE
/i1/2• MESH HARDWARE CLOTH
05 WASHED STONE
PI AN
CLOTH
0■■■■■■U
■■■■E■■■
TRASH RACK "TN
/4 REBAR (4-O.C.EW.)
o
R
10'VEGATATVE SHELF
JEL-3g,p
6:1
a
ELEV. 41. L .Y I
�
d
o
-I
EL-37.33
ELEV. 40.5
-
1
ELEV. 39.0
PERMANENT POND
IIIIIII-
FOREBAY
IIIIIII
i
III III -III-
=1II
1
AREA1.S'
II -III
-II
SEPARATIGR o
_III
III-1 I I-III=1
I
I I I III -III
-III_
III I-
ELEV. 33.0 III III
BOTTOM
r 7'
PPE ID VARIES
BRICK
PIPE w + 12
0
DEWEY BROS. INC. 24" X 36'
DROP INLET CH-BN-2
CONC. GROUT
FILL
4 44 ' 4, 25DDO ODNC.
4 4 d 4 < 4 e 4 4 F007MG
8' 3,0. 8. 6" JY' e"
5'0"
M
TRAVERSE JOINT
4'0"
4" 2 O' 4• 4'0'
TYPICAL DROP INLET
NOT TO SCALE EL-37.0
4' 0" -III I-
d (IIIIIII:
4 -III .II III:
4 °
a ° �IIIIIIII
° d
° 4 ° 4 ° d 4' 0'
0 4
i
4
° ° a
d °
SLOPS E 1/4"/FT.
4' 0" o
TAMPED EARTH
° T 2500# CONC.
MIN J
SIDEWALK
DETAIL
NO SCALE
SEEDING SCHEDULE(INCLUDING POND SIDE SLOPES)
SPREAD 4' TIWL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED. DI
TE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN
W MULCH OVER SEEDED AREA AND ANCHOR SECURELY
NTH STRAGHISEEDED
DE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPESFXCEED
41L
MATERIAL
APPUCATION RATE
LIME
2 TONS/ACRE
20% SUP
ATE 600 POUNDS/ACRE
FERTIUZER(1
10) 10DO POUNDS/ACRE
APRIL - ,AJLY
FESCUE.
50 POUNDS/ACRE
BERMUDA
) 10 POUNDS/ACRE
JANUARY -
FESCUE,
50 POUNDS/ACRE
BERMUDA
ULLED) 20 POUNDS/ACRE
RYE (aA
25 POUNDS/ACRE
SEPTEMBER
MBER
FESCUE.
1 50 POUNDS/ACRE
MULCH
2 TONS/ACRE
ASPHALT TA
.300-GALLONS/ACRE
NOTE: OWN
AY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
RISERIAT ar Co,TR .1
ENCLOSED BOTTOM WITH DIRT
-..bnbgt�lll-r�e �r
_.vAd& 1011O11Ci1W
42' C.M.P.
Illlllll II _I -I- IIILF
6'PVC PIPE ANTI -FLOAT BLOCK
W CAP DRILLED (40 CU. FT. CONCRETE)
OlP
N CAPPED END
(CLOTH ScRI -
DETENTION POND #1 DETAIL
NOT TO SCALE
TRASH RAC( NTH -
o /4 RE13AR (4-O.C.EW.)
IONEGATATIVE SHELF
F 6:1 V. 39.0(EMERGINICY
iq
d o
EL-35 33 ELEV, 311471
_ ELEV. 37.0
PERMANENT POND
� FOREBAYIII- SON
AREA w l II i l l l l l l l
-III=III 46 1.5' SEPARATION
II L-III=111= E�,.31.0
-I I_ III 1 I1=1I 1 I I I- _
III=1 I I -I I I (I III III III -III- I I I III=1 I I 'IIIIIII I
=1II III- I -III -III III III III III II III III=11 III -III
II-1II III III II_III III -ICI -III III=III I11-III -III_
I'I II III III- II III=III III-1'I III-uI=II _il
BOTTOM EL-320
PARKING BUMPER
-SEEP COLLAR
DETAIL)
TO DITCH
INV. ELJEV.39.0
7
IN V-39.82
PF I*DESIGN EL-40.5 - ----
J"
CCHSIANT
POND EL-39.0
EMERGENCY SPILLWAY
EL-411.0
7
POND DATA: "KK'
41
BOTTOM POND ELEVATION - 33.0
_-
•
. • •�
CONSTANT POND ELEVATION - 39.0
�-
-- r ..'-
. `•'
• .. •
POND SURFACE AREA - 13500 S.F.
1 "RAINFALL DESIGN ELEVATION - 40.5
-_
III
_-- 4 3s
INV-39.76
--..-- 33= -
1'RAINFALL DESIGN SURFACE AREA- 16251 S.F.
-
..'
a o
' EARTHEN
55.1
II
1
�d
I. II
'•
FOREBAY VOL 8970= 21% III
_
_ __
�•�
TOTAL STORAGE 42220
� - -
- '�- -
� 51.4'
- . -
O
--43-
-
10'VEGETATTVE
I
SHELF (6:1)
d
INV=39.0
COVER OUTLET PIPE
WITH DIRT (SEEDED)
NOTCH RISER AT ELEV- 6.8
RISER W/ ENCLOSED BOTTOM ANT -SEEP COLLAR
/, (SEE DETAIL)
.,Y"
SPUWAY)3:1-
-
\\
To DITCH 51.9'
36 C.M.P. INV. ELEV.36.65 73 i _
4Y
�11111111-oil (loll IINV=3�.30'.
I
4=1111 1I 6'Pvc PPE ANTI -FLOAT BLOCK FOREBAY 92.1'
�(� �Llm (40 CU. FT. CONCRETE) POND DATA: EL-32.0
llI IN CAPPED END EARTHEN BERM
L- (W/FHARDWARE BOTTOM POND ELEVATION - 31.0 EL=39.0
CLOTH Same CONSTANT POND ELEVATION - 37.0
POND SURFACE AREA - 14000 S.F.0 CONSTANT POND
1"RAINFALL DESIGN ELEVATION - 38.71 ,F �� EL-37.0
1"RAINFALL DESIGN SURFACE AREA- 17150 S.F. �� -
DETENTION POND#2 DETAIL -� \
FOREBAY VOL. = 9975= 22% �t17
NOT TO SCALE TOTAL STORAGE 44205
48.7
�. 69.4' BOTTOM PON
EL- 31.0
AS 2-1/2" PHALT TYPE HDS (TWO LAYERS)`+ 0
\ `�•� l
/Z, 2-1/2" BINDER COURSE TYPE HDB
1 o •1� ����.�•
"DESIGN
�� - 777 -- - - - - IQ'VEGETATIVF EL=38.71 �� •��
10" AGGREGATE BASE COURSE 6:1 SHELF ( ) 53 5 " EL=37 00
�> �.• •, �.
RIGHT TURN LANE DETAIL
MAINTENANCE PLAN NOT TO SCALE
1-ALL EROSION AND OPERATION
CONTROL PRACTICES WILL BE CHECKED EMERGENCY I ✓i/ / /, FOR PRODUCING
R AND OPERATION FOLLOWING EVERY RUNOFF- SPILLWAY EL-39.0 54.6'
ANY NEEDED
RAINFALL BUT IN NO CAS LESS THAN ONCE A WEEK.
A _
ANY NEEDEDDES(REPAIRS MLL BE MADE IMMEDIATELY m MAINTAIN ALL
PRACTICES AS DESIGNED.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK _ - �I �. ,-a /
AND GRAVEL INLET PROTECTION DEVICE MEN STORAGE CAPACITY 100.1'
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED �f� • ��
OR REPLACED MEN THE SEDIMENT POOL NO LOITER DRAMS
i
PROPERLY.
SEDIMENT WILL BE REMOVED FROM BEHIND AT THE SEDIMENT FENCE %
WHEN N BECOMES ABOUT EP IR DEEP AT THE FENCERYTO THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A ,
BARRIER.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAIN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
AFTER CONSTRUCTION HAS BEEN COMPLETED THE DEVELOPER NLL
JNTAIN ALL PERMANENT EROSION CONTROL DEVICES IN ORDER TO
EVENT ACCELERATED EROSION.
ULTRAVIOLET RESISTANT (BLACK) MIRIFI
FABRIC OR EQUIVALENT SECURED TO WIRE
WITH METAL CLIPS OR WIRE AT 8' OFF
12 GAUGE 4"X4' OR 2'X4' WELDED WERE HOOKED ONTO CENTER.
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS NTH NO. 8 STAPLES.
D07H VARIES
i CATCH BASIN NOTE: R ASS OR WEEPING LOVE GRASS SHALL NOT BE USED.
C ----�
SECTION A -A SEEDBED PR TION NOTES:
1. SURFACE WA CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. PLANTING SCHEDULE
DOUBLE CONCRETE BLOCK FILTER AROUND CATCH BASIN 4D-61 2. AREAS TO B ED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6" DEEP. NOTE L PLANTING SCHEDULE APPUES ONLY TO VEGETATED SHELF.
3. LOOSE ROCK TS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO T THEY WALL NOT INTERFERE WITH THE ESTABUSHMENT AND SPREAD 4" TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
2' BCSC TYPE 1-2 ASPHALT MAINTENANC VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, PRIOR TO PLANTING. PLANT ANY TWO (2) OF THE FOLLOWING SPECIES "THIN THE
AT FINISH SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM. LIMITS OF THE DESIGNATED VEGETATED SHELF AT A DENSITY NOT LESS THAN ONE
TT% %%% 4. ISPECIFlF NOSAT E TAKEN, IN ADDITION. PFERTILIZER RO DE 15UMETLBS/10DO O BE aS.FF..NOFTSUPERDING PLANING PER SQUARE YARD: 310.
PHOSPHATE. SCIENTIFIC NAME
00 00 5. IF SOIL TEST TIucEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST Psltmdro Virginia Arrow
ap 00 �p p 40 OO O 000 �O REPORT. Soggitaric Iat"ONG Arrowhe d/Duck Potato
e. LIME AND R SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL Andropogon virginbus El o sedge
6. ABC STONE DURING SEE PREPARATION. Andropogm glornwotus Bushy Beardgrass
00 p0 00 00 00 00 00 Typha spp. Cattail
0 019 000 0 1919 0 00 000 O O Ceratophytlum ars OWOum Coontal
Scirpus pungene Common Three Square
Lemma pp. Duckweed
Soururus cemuus Lizard Tal
Hrolscus moscheutos Marsh Hibiscus
PAVING DETAIL Pontederlo cordate PHcksnlwead
Potamogeton peMklatus Pond Weed o
Laerski oryzaidee Rics Cutgross
NOT TO SCALE SSccipu. pvpdidu■ Soft Stem Builrush
CONSTRUCTION SEQUENCE OF EACH SECTION •wn�o,�.Fi z P. �ftRush
2' MINIMUM
NuphPanic
r lutwmwila Spatterdoek
1. OBTAIN PLAN APPROVAL. Acorusn ilamu um SWRchg age
2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, GRAVEL, & RIP -RAP FILTER BASINS, & INTERCEPTOR DIKES ADJACENT TO DITCH. Acores c riodw Sweet Flag L
Dodea conadenNe Waterweed
3. BEGIN STRIPPING SITE & EARTHWORK. INSTALL ROCK DAMS & SEDIMENT TRENCHES IMMEDIATELY UPON OPENING Of ENTRANCE, ALSO Vallenerla amsrleana Wild Celery
INSTALL CONSTRUCTION ENTRANCE. Zizonla oquatk:a Wild Rice
4. CONSTRUCT DETENTION PONDS
5. INSTALL CULVERT, MAINTAINING FLOW IN EXISTING CHANNEL. UPON COMPLETION, INSTALL U.S. & D.S. RIP -RAP & BEGIN PLACING FILL OVER
PIPE. ELIMINATE INTERCEPTOR DIKES.
6. MAINTAIN STRUCTURES DURING CONSTRUCTION.
7. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
8. REMOVE TEMPORARY MEASURES.
MAXIMUM SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION INSPECTOR.
�6
SPACE CHECK DAM
B
L=THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
!! 'POST TO BE S CED A MAXIMUM A
in.
OF 8'. m
/ min.
9"min
t a
%f- V r4
Ji
STORMWATER DETENTION POND
/
/ _ = FILTER-
/ FABRIC- -
--_ - DETAIL SHEET
A PREPARED FOR
STONE CHECK DAM
-
WINDSOR PLACE
- Class A
-- Erosion
or
Control
JACKSONVILLE TOWNSHIP, ONSLOW
COUNTY, NC
JLLL
-NATURAL GRADE Stone
2.�
o
PREPARED BY
CARRY APPROXIMATELY 12' OF FABRIC INTO TRENCH,
-
J OHN L. PIERCE &ASSOCIATES.
P.A.
_ - COVER WTH SOIL AND TAMP BAC FILL
24 max at center 409 JOHNSON BLVD. JACKSONVILLE,
NC 28540
-CARRY e" OF WIRE INTO TRENCH. Filter
-_,:._..
PHONE: [phone] DATE: JANUARY
10 2000
Fabric
SCALE: AS NOTED F.B.
PG.
METAL, CEDAR OR {'X4' TREATED WOOD POSTS AT 10'
.-
} � � � � o -
� _
JOB yp83820 FILE NAME:
1r•'
OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
BE X DEEP MINIMUM.
REV: O2/O1 /OO
SECT. A -A
REV:02/04/00
REV:02/17/00
REV: 02-18-02
REV:03/03/00
CHECK DAM
SHEET 3 OF 3
(D-7)

I
tiI,
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS ,
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION N/F
AS CALCULATED IS 1:10,000+; WITNESS MY PERIMETER PROPERTIES 60' INGRESS/EGRESS,
ORIGINAL SIGNATURE, LICENSURE yyUMBER AND SEAL M.B.23 P.132 UTILITY & DRAINAGE
THIS_10 DAY OF M Mr!/�� 20�_ . EASEMENT
0.27 ACRES
30'DRAINAGE &
UTILITY EASEMENT
(PER MB 33 P.138
RE -GRADE 100 LF
JOHN L. PIER .r& L-2596
OF EXISTING DITCH
TO SWALE WITH
5:1 SIDE SLOPES
4 - .�e� N 28'22'20" E - INV= 6.51
a2- a, -- 5.62'
��
4' --- _ - - - -- - ---- - __ _ --. --- -_-- -
T -
-
4 X39 96
- _
_77
$A'.83 X \
�a
N/F
DEBRA R. RAY TRUSTEE
i
ns
'
D.B.1329 P.439
i
LOT #4
M.B.34 P.42
SLIDE J-309
40'BUFFER EXISTING ROAD R INV=35.81 x4' 48 24'W1DE ASPHALT ACCESS ROWA­___'
`. ag
j
DRAINAGE _ -r4 y 35.41 -- _ _ �4=---8-SLnJV EASEMENT - _ 6'ABC STONE / 2`I-2 ASPHALT H G ROAD40
4- - - (PER REZONING No. -_ 35.80 PROPOSED ,8"PGC WATERLINE
001.9036)_ a \
- - ----- ; 3 _
=err--2
EIS X 41. 0 �e _
eo lF � 36.03 ON
N 28'22'20" E J6 eoau --af / �� A �4v
PROPOSED SWALE 5:1 SIDE SLOP k�� ,'.�°\ �N D�CCFSS
00.04' _
- FLARED -END 1251, \'� , � >. A � - TO QE ROgO
SECTION RIP -RAP o -1, 1
�99 / 3
I NV=35.fy
�-EXISTING DITCH TO � a,.�T g ' 38.3., s?p+ O `, � � � � `��°� '� � � �01
40. BE FILLED IN i 3y3 F C7JxaU
PROPOSED 100' SWALE RIP -RAP ,/ / �
j
WOOD SHED rat - W/ 5:1 SIDE SLOPES j 3' kgSts
p51
20'X20' / -/ �Js1 ao 52 -4j�\ 0 20
°- DRAINAGE / / EIS
•....� �� raG.�4EASEMENT
r
.� a 3 25
1 �O 'W H
N J
17� OS
o at // i
(i 14 E 05
in a . I
a ��Xar 6 EgSfufNT OF
N/F < aT
SHANE A. HILLEBRAND & WIFE �,� z a w p / u 40'BUFFER/DRAINAGE
TERESA R. HILLEBRAND I m I & UTILITY EASEMENT
LOT 27 BLK."B" u o r (EXISTING DITCH TO r��
O.D. SANDY SUBD. u i . N �^ i 3 a' /
M.B.4 P.79 PORTION OF D.B.342 P.413 0 m j , a (PER REZONING No.
0 0 o BE FILLED IN
D.8.1303 P
175 ACR
,.
.748 ES a ag �� 4'CHAINLINK
a 2001.9038)
rn, 3
a'= FENCE
Z
D
to 1
G
0 0 20'DRAINAGE &
`O Ln UTILITY ESMT. ,o'y'
' S 27'22'47" W 60.00' EIS
' o
ONE-STORY EIS
'� �-'�
WOOD HOUSE o
41.00 4 2 ' 4 0 �'
N STORMWATER FROM vQFFSITE ACCESS ROAD TO � D.6.559 P.899 Li
w BE TREATED BY THE INSTALLATION OF ROADSIDE �',� 0.17 ACRES
SWALES AS SHOWN HEREON.
L� a_
1 �1
ro
,b �XiSTirv� p` o-cap+-e%.i� J'. cT61,..plAI
_ o
•
0
LA
LEGEND: % /
EIS EXISTING IRON STAKE _
EIP EXISTING IRON PIPE - -�
a
ECM = EXISTING CONCRETE MONUMENT ' ��
EPK = EXISTING P.K. NAIL 60' INGRESS/EGRESS,
SIS = SET IRON STAKE z UTILITY & DRAINAGE ,
.. y
SCM = SET CONCRETE MONUMENT" '� EASEMENT o
0.31 ACRES n�
SPK = SET P.K. NAIL
RCP REINFORCED CONCRETE PIPE 35 ONE-STORY -
:g a:
WM = WATER METER WOOD HOUSE
1'1 I o
WV WATER VALVE 8
MH = MANHOLE
MW = MONITORING WELL ' 45 3'
PP POWER POLE - ( O ( o
SL SECURITY LIGHT '�a - �' ��, _ G N
C/L CENTERLINE / O
R/W = RIGHT-OF-WAY TEMPORARY SEDIMENT' �� • -�
TRAP "1.5'X5'1124'
N/F - NOW OR FORMERLY
FH FIRE HYDRANT EXISTING DITCH T� 0 r ��-- JJJ
INV INVERT � PRE-CONST. BE FILLED IN � � ' � - �.� � -�
GW GUY WIRE Q-12.65 CFS
-E- POWER LINE V=3.0 FPS X .5a ' a <� -CONST. � �.-' � r � C
PbST� - - - -- -
WATER OST CFS IgVE3612-3� �� i �� TEMPORARY SEDIMENT CONC WATER
METER INV=37.71 V=4o FPS / �, ; / Via' TRAP 2.5' X 5' X 12' \ METER
Ma -RAP ' TEMPORARY SEDIMENT
EIS
:j2
TELE i i , 39z �sTR 2 5 X 5' X 2'J/INV=37.96 1 ' + `� BOX NV=3�7V=34.63
IN �/FLARED-ENEN 2T30'19" E 99.51'`
`"SECTION 17s -M=m _ - EI S12"RCP�, �P,, -------RR--S 26'20'S5" W --�3 .7 - - -- J<.---F_2T3T15"S W 60.35' ECM
'�"'�`j5 RCP ,- 1.10E_ t--_--- - _E
as F^ --=�. t:- INV=SJ-34 _ _ 15'RCP DE
INV-38.16 (/ - 43 -- - - - _ - -- --- 5< -- ----- ----- ---- 4�1ana+zosoz -.
N V-38. 4 _. - - - - my 7e._ -�uw- - a - - _ _
j 413
V=37.97 -- --- - -INV.3Qe2-_ - 85
4G a3 a - ro INV-39 4177- - �47 46M ? a SEWERUNEa / /41.00 ^'8a -' �� I ROAD TO BEaTOP=40.73 IQ a �iH
INV=36.55 �°w// PERNCITYT SPK S27'36'50"W SPK NOP-4?83 TSPCS.
N/F
CLEON H. RAFFERTY & WIFE
VIRGINIA M. RAFFERTY
LOTIy1
MAR-LIN PINES
M.B.10 P.32
D.B.435 P.145
rDEPTH AS REQUIRED
WIDTHi_AS
REQUIRED"
GRASS LINED SWALE
NO SCALE
_ _ _ _ 29.99SECONDARY ACCESS PLAN
�1 �� - -, I ` - PREPARED FOR
EXISTING 8" WATERLINE --,-s=t�5INV=37.1 NV=36.66 INV=34.57 INV=36.55 LAKEWOOD DRIVE. - 60 RIW 1-8"TAPPING SLEEVE W/GV �--WESTERN BOULEVARD ASSOCIATES LLC
1.92 TOTAL
ACRES
1-CHECK VALVE ASEE DETAIL
\ / JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
O PHONE: [phone] DATE: JANUARY 7, 2000
I / I SCALE: 1"= 20' F.B.444 , PG. 58 REV: 2/01/00
Y42 E;;�h: I JOB #995390 FILE NAME: SECONDACCESS REV: 2/04/00
GRAPHIC SCALE REV: 3/08/00
11-4 20 0 10 20 40 w
REF:PORTION OF D.B.342 P.413
D.B.559 P.899
M.B.4 P.79
�' SHEET 4 OF 151 1s�oe - 20 tt

•
l

i
•
.a
•.

1
17
•
•
C
I
I
.7
•

DEWEY BROS, INC. CATCH BASIN
FRAME III GRATE CH ON 2000
TOP OF CURB EL.39.0 �N 10•YEGATATIVE SHELF
r w
r TAN 12.
-III-III EL.37.33
111,=III-;
=-_III- -_ Z�,
6' BRIO( -fOREBAY2'y" II=III AREA riii
e. -44-
a °ad n
4' 8'
FOOTING
CONK.
FOOTING
TYPI .AI r.I IRA INI FT
CH BN 2000
NOT TO SCALE
I'
PIPE ID VARIES 7
"
'O
6 1'-6" `4
1 /2" 1. A 4 4 °
E 3-0 - B'
3" 1
: TD ♦
p
G . r
+ • +. .
2'-0'
N.C.D.O.T. STANDARD 24" CONCRETE CURB & GUTTER
SCALE: 1" - 1'-0"
j-- MIN.
I WIDTH AS I
REQUIRED
DITCH DETAIL
NO SCALE
PIPE ID + 12
a•
TYPICAL DROP INLET
HOT TO SCALE
4' 0"
TRAVERSE JOINT
d °
a. c d
e E
4 a
e ° 4
Q d v
4 4
a 4
� o
4'0" e
a
e
SLOPE 1/4"/FT.
i- 4' 0" j
BOTTOM EL.34.0
BROS. INC. 24X 36"
INLET CH-BN-2
GROUT
2500# CONC.
MIN
RISER AT I III COVER OUTLET PIPE
TRASH RACK WTH RISER W/ ENCLOSED BOTTOM WITH DIRT (SEEDED) ANTI -SEEP COLLAR
j4 REBAR (4.O.C.E.W.) (SEE DETAIL)
RGENCYSPILLWAY),3:, - l I I I I= I IL 1 1-
=I
TO DITCH
' �• 42" C.M.P. INV. ELEV.39.0
PERMANENT POND
CMP -III
=LI-
-111-I I I_ I-
m elEmPl__ul�
1.5' SEPARATION-III=16"PMC
PIPE ANTI -FLOAT BLOCK
y=1 I -'
Z(�P (40 cu. FT. CONCRETE)
ELEV 33.0 -III I I III -III-
HOLE DRILLED
IN CAPPED END
_lm -III -�
J III-1
III III IL=11 I'� III
III -
CLOTH SCREEN)
DETENTION POND #1 DETAIL
NOT TO SCALE
JB
1'DESIGN EL.40.5 ,u
POND t1�39.0
43
POND DATA: 'KK' / - --- 42
41
BOTTOM POND ELEVATION - 33.0 . • • • • . . .
CONSTANT POND ELEVATION - 39.0 i I .
POND SURFACE AREA - 13500 S.F. •3s 36
1"RAINFALL DESIGN ELEVATION - 40.5 -
1 I I Ii INV.39.76 I I • , 1 3J 3a / • �/
1"RAINFALL DESIGN SURFACE Al 16251 S.F. c EARTHEN
IIII' ICI BERM EL.39.0 BOTTOM POND. 33.0 El .0 +
55.1i
i ,, d III 'Ili i
FOREBAY VOL, = 8970- 21%
TOTAL STORAGE 42220 L
J. . . . T„
COVER OUTLET PIPE
NTH DIRT (SEEDED)
NOTCH RISER AT ELI 6.8
TRASH RACK WITH
RISER W/ ENCLOSED BOTTOM
ANTI -SEEP COLLAR
/4 REBAR (4.0.C.E.W.)
(SEE DETAIL)
EL�37D
9
n
10'VEGATATIVE !HELP
i-
^
0:1ELEV39.01EMERGENCY
WA
d
0
v. 71
1,
-
- -
- -
- -
�EL-35.33
-
111 37.0
42. 36' C.M.P.
INV.ELEV.36.65
-
PERMANENT POND
pMP III I='
FOREBAY
;',
AREA • '
III=1' - =III III-
1.5' SEPARATION III
III= 6"PVC PIPE ANTI -FLOAT BLOC(
I_I I I
w�CAP (40 CU. FT, CONCRETE)
POND DATA:
l-
ELEV. 31.0
DRILLED
IN CAPPED ENO
((WW/HARD
BOTTOM POND ELEVATION - 31.0
=1 ' I
_- ! l
-I
-
CLOTH SCI )
CONSTANT POND ELEVATION - 37.0
- =
-1 li
POND SURFACE AREA - 14000 S.F.
-
1"RAINFALL DESIGN ELEVATION - 38.71
1'RAINFALL DESIGN SURFACE Al 17150 S.F. 'I
BOTTOM E1_320
DETENTION POND#2 DETAIL
FOREBAY VOL. = 9975= 22%
/
NOT TO SCALE
TOTAL STORAGE 44205
TAMPED EARTH
SIDEWALK DETAIL
NO SCALE
SEEDING SCHEDULE
'
a' x 16,
CONCRETE BLOCK
SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
O
Q
Q
O
O
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
'
NTH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
-
CATCH
WHERE SLOPES EXCEED 4X 6•
BASIN
MATERIAL APPLICATION RATE
A
A
LIME 2 TONS/ACRE
-
-
20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTIUZER(10-10-10) 1000 POUNDS/ACRE
APRIL - JULY
#5 WASHED STONE
FESCUE, KY-31 50 POUNDS/ACRE
'.
BERMUDA (HULLED) 10 POUNDS/ACRE
.: PLAN
JANUARY - MARCH
ARDWARE CLOTH
❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (UNHULLED) 20 POUNDS/ACRE
(GRAIN) 25 POUNDS/ACRE
WASHED
TOE
❑
a ❑
❑ ❑
❑
❑ ❑ ❑
SEPTEMBER - NOVEMBER
FESCUE, KY-31 50 POUNDS/ACRE
DE�TH vARIEs
MULCH 2 TONS/ACRE
CATCH
BASIN
Lt"
ASPHALT TACK 300 GALLONS/ACRE
_
C_ ]
NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
_ _ _ _
SECTION A -A
DOUBLE CONCRETE BLOCK FILTER AROUND CATCH
2" BCSC TYPE
BASIN (D-8)
1-2 ASPHALT
SEEDBED PREPARATION NOTES:
SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2- AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
00 00 00 00
00
O 00
TOPSOIL 3" DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6" DEEP.
00 0
000
p O 0 O O
0O
0 0
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
6" ABC STONE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
00 p0 00 00 0000 00
MUUNTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
0 00 00 00 00 0
00 0 O
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
O 0 0 O
O
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
PHOSPHATE.
5, IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
PAVING DETAIL
REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
NOT TO SCALE
DURING SEEDBED PREPARATION.
CONSTRUCTION SEQUENCE OF EACH SECTION
1. OBTAIN PLAN APPROVAL.
2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, GRAVEL, & RIP -RAP FILTER
BASINS, & INTERCEPTOR DIKES ADJACENT TO DITCH.
3. BEGIN STRIPPING SITE & EARTHWORK. INSTALL ROCK DAMS & SEDIMENT
TRENCHES IMMEDIATELY
UPON OPENING OF ENTRANCE, ALSO
INSTALL CONSTRUCTION ENTRANCE.
4. CONSTRUCT DETENTION PONDS
5. INSTALL CULVERT, MAINTAINING FLOW IN EXISTING CHANNEL. UPON COMPLETION, INSTALL U.S. &
D.S. RIP -RAP & BEGIN PLACING FILL OVER
PIPE. ELIMINATE INTERCEPTOR DIKES.
6. MAINTAIN STRUCTURES DURING CONSTRUCTION.
7. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
8. REMOVE TEMPORARY MEASURES.
ASPHALT TYPE HDS (TWO LAYERS) -
2-1/2" BINDER COURSE TYPE HOB ,
�10 AGGREGATE BASE COURSE ,
RIGHT TURN LANE OETAIL
NOT TO SCALE
(I MAINTENANCE PLAN
/2-=
S WILL BE CHECKED
RUNOFF -
ONCE A WEEK.
TO MAINTAIN ALL
/IMENT M91 EIE REAIOVFD FROM THE SEDWFIIT TRAP AND BLOCK
J/ AND GRAVEL RIFT PROTECTION DEVICE WHEN STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED
51 GALANIZED OR REPLACED WHEN THE SEDRAENT POOL NO LONGER DRAINS
STEEL DOWELS- PROPERLY.
24• LONG 3-SEDIMENT MLL BE REMOVED FROM BEHIND 114E SEDIMENT FENCE
WHEN IT BECOMES ABOUT M5 FT DEEP AT THE FENCE THE
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER.
4-ALL SEEDED AREAS Will BE FERTILIZED. RESEEDED AS NECESSARY.
II AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5-AFTER CONSTRUCTION HAS BEEN COMPLETED THE DEVELOPER WILL
MAINTAIN ALL PERMANENT EROSION CONTROL DEVICES IN ORDER TO
IIPREVENT ACCELERATED EROSION.
ULTRAVIOLET RESISTANT (BLACK) MIM
/II FABRIC OR EOUIVALIENT SECURED TO WRE
WITH METAL CLIPS OR WRE AT 8' OFF
12 GAUGE 4"X4' OR 2")4" WELDED WRE HOOKED ONTO CENTER.
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS WITH NO. 8 STAPLES.
MAXIMUM SEDIMENT STORAGE LE'VEL.. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION INSPECTOR.
PARKING BUMPER
j *POST TO BE SPACED A MAXIMUM
/ OF 8'.
NATURAL GRADE
�-ILI ,I
��I I CARRY APPROXIMATELY 12. OF FABRIC INTO TRENCH,
-COVER WITH SOIL AND TAMP BACKFlLL
it -CARRY 6' OF WRE INTO TRENCH.
2' MINIMUM
I'
METAL, CEDAR OR 4"X4" TREATED WOOD POSTS AT 10'
OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
BE 3' DEEP MINIMUM.
li
10'VEGETATIVE
SHELF (6:1)
SPACE CHECK DAM
L B
L=THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
STONE CHECK DAM
Class A
or B
Erosion
Control }
Stone
Filter
Fabric�
1
SECT. A -A
CHECK DAM
(D-7)
7
EMERGENCY
SPILLWAY EL-39.0
1.5'
min.
24"max at center
13
11)
< ''.
N 1:'
Y K L -
STORMWATER DETENTION POND
EMERGENCY SPILLWAY
0.l I
mi
DETAIL SHEET
PREPARED FOR
WINDSOR PLACE
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JANUARY 10, 2000
SCALE: AS NOTED F.B. PG.
JOB #983820 FILE NAME:
REV: 02/01 /00
REV:02/04/00
REV: 02/17 00
REV: 03/0 /00
SHEET 9 OF 15

M
r ea-ase eamo H
8"DI
PUMP STATION DESIGN DATA
2"
BCSC TYPE 1-2
ASPHALT
- USE PACKAGE MEYERS PUMPSTATION WITH 60" CONCRETE BASIN(14'DEEP), AUDIBLE AND VISUAL
ALARMS, NEMA III CONTROL PANEL & UST OUT RAIL SYSTEM.
- DUPLEX PUMPS - MEYERS 3WHV5OM4, 5HP, 6.75' IMPELLER CAPABLE OF 110 GPM AT 40' TDH.
- PUMP STATION AVERAGE FLOW - 43 GALLONS PER MINUTE.
- PUMP DESIGN FLOW - 110 GALLONS PER MINUTE.
- TDH O DESIGN FLOW - 40 FEET
QQ
QQ
- VELOCITY AT DESIGN FLOW - 2.81 FEET PER SECOND.
aQ O
OQ QQ
Q QQ
- PUMP RUN TIME - 2.67 MINUTES.
OQ QOO
Q
Q oQ
PUMP OFF TIME - 6.84 MINUTES.
6"
ABC STONE
- TOTAL CYCLE TIME - 10.55 MINUTES
- CYCLES PER HOUR - 5.67
a aQ QQ
a QQ
00 00
- PUMP TYPE - DUPLEX SUMERSIBLE GRINDER
Q Q
Q QQ OQ Q
L Q
- PUMP OPERATION - ALTERNATING WITH EMERGENCY DUPLEX (REFER TO SPECIFICATION).
QO
QQ
QQ
- HORSE POWER - 5 HP
Q Q Q
Q
O
- VOLTAGE - 230 V
- PHASE - 1 0, WYE
- RPM - 1750
- CONTROL PANEL - PROVIDE AUTODIAL FEATURE, FOR TELEPHONE CONNECTION TO CITY OF JACKSONVILLE AND/OR OWNER.
EMERGENCY NUMBER -AUTOMATIC DIAL DURING POWER LOSS OR HIGH LEVEL ALARM.
PAVING
DETAIL
- OWNER TO PROVIDE CAPABILITY OF PROVIDING
BACK-UP POWER (PORTABLE GENERATOR) WITHIN 60 MINUTES OF POWER LOSS OR HIGH LEVEL
ALARM.
FOR PORTABLE GENERATOR, PROVIDE GENERATOR QUICK -CONNECT RECEPTACLE, MANUAL TRANSFER SWITCH NOT TO
SCALE
& TELEMETRY TO SIGNAL LOSS OF POWER AND HIGH LEVEL, OWNER SHALL HAVE ACCESS TO A
MINIMUM
OF TWO(2) PORTABLE GENERATORS SIZED TO HANDLE PUMPING LOAD.
INV- 33.0
INV= 33.0
1 11r oWG( VKK
w• aA.
PRE-FAB 3000 GAL. (OVERFLOW TANK)
BOTTOM TANK INVERT- 33.0
TANK 12'X6'X6'
NOTE.
MIN. SLOPE THROUGH MANHOLE WILL.
3r MIN. BE CENIERLME INVERT. MAX. DROP
THROUGH MANHOLE WILL BE AS FOLLOWS:
24' 1/r FOR 0' TO 45- CHA40E
� W HORIL ALIGNMENT
1' FOR GREATER THAN 45' CHANGE
W HOIZ AUG111lMT
6 6 X 6 MO. 6 GAUGE SINGLE UNE
h REINFORCED REIN IN CENTER THIRD OF WALL
PLA$RC STEP ALSO TONGUE t GROOVE
6 CONE GROUT
I
h
'O' RBI. TAPERED UFTINO
E'b RISER HOLEDETAIL FOR MANHOLE/PIPE
O JOg/T ti' t LARGER W
EXISTING MANHOLE
,1 1 1/4' BUTH. itRESIN
� 3/4' GROUT
Np, N0. a REIN R00 6' CADGE 1%EBMESH TW. 6' O.C.EW.
6' r 4B' 6'
NOTE I MIN. 70' I I COMPACTED NO. 67
FOR 5'-0' EXTENDED BASE MANHOLE STONE BED TO TOP
BASE WILL E%IE/D Y BEYOND EX1E6Ot OF BASE
WALL STANDARD PRECAST MANHOLE
N.T.S.
PUMP STATION ELEVATIONS
TOP - 44.0
INLET INV. = 35.08
ALARM LEVEL = 33.0
TURN -ON LEVEL TWO PUMPS 32.5
TURN -ON LEVEL ONE PUMP ra 32.0
TURN-OFF LEVEL = 30.0
I I BOTTOM = 29.0
MHk1
TOP-43.5
INV IN=36.07
INV OUTe35.99
z
V
12 GAUGE rX4' OR 2'X4' WELDED WIRE HOOKED ONTO
PREFORMED CHANNELS ON METAL POSTS, OR FASTENED
TO CEDAR OR WOOD POSTS WTH NO. 6 STAPLES. 7
w
3.0.
ULTRAVIOLET RESISTANT (BLACK) WW
FABRIC OR EQUIVALENT SECURED TO UK
WITH METAL CUPS OR WIRE AT IY OFF
CENTER.
MAXIMUM SEDIMENT STORAGE LEVEL REMOVE
• SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION INSPECTOR.
SEEDING SCHEDULE
SPREAD 4" TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING.
APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED
UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC
IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 41L
MATERIAL
APPLICATION RATE
LIME
2 TONS/ACRE
20% SUPERPHOSPHATE
500 POUNDS/ACRE
FERTIUZER(IO-10-10)
1000 POUNDS/ACRE
APRIL - JULY
F
FESCUE, KY-31
50 POUNDS/ACRE
BETMUDA (HULLED)
10 POUNDS/ACRE
JANUARY - MARCH
FESCUE. KY-31
50 POUNDS/ACRE
BERMUDA (UNHULLED)
20 POUNDS/ACRE
RYE (GRAIN)
25 POUNDS/ACRE
SEPTEMB R - NOVEMBER
FESCUE, KY-31
50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS
EXISTING ROAD
PLAN VIEW
1.
.les No. or AASHM
Stsig ales - t3.
SEEDBED PREPARATION NOTES:
size �r to 1-11/2�),) Uss
M43, sl2e No. 2 (2-1
designation N
crushed .tan..
elt
-
1.
SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2.
Length - A. sfactK% but not less than 50 fast
2.
AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD NTH AVAILABLE
3.
Thialaees - Not laws than d. (0) b,Chw.
- NATURAL GRADE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-G' DEEP.
4.
Width - Hs less than RXI width of al points of
3.
LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
Wgress or egress. Mhbrwm of 12'.
CARRY APPROXIMATELY 12' OF FABRIC INTO TRENCH,
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. St1RFACE FOR FINAL SEEDBED PREPARATION,
S.
Washing - 1N,on necessary. whwM .ha6 W deemed !o
rwmovs sediment prior to e,tronas onto public rights-
T
- COVER WITH SOIL AMC TAMP BACKFILL
way. When washing M rewired. It shall to done on on
, .i
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
with sea which dmM. into on
area staveal
- CARRY 6' OF WARE INTO TRENCH.
4.
IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
seed
rap or wDash. M sedbmont
approved wdened from
7 MINIMUM
SPECIFICATIONS ABOVE IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
mdiment
or tram entering any etann drop, ditch.
te pnwe
PHOSPHATE
seof
or w the o+ wndbope praWl, boed.
apro
6" 1 -6"
5.
IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPT.etwulftion
other ed meh od
a other approved methods.
METAL, CEDAR OR 4'X4' TREATED WOOD POSTS AT 10'
6.
UME�AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
6.
MobHran w ainhich all B`-The entrance .hall be makt�I"g or " In o
of
OFF CENTER MApMIJML CEDAR AND WOOD POSTS SHOULD
BE 3' DEEP MINIMUM.
DURING SEEDBED PREPARATION.
sediment onto pub rights- wkey. This nquFe
n, n wNv[ 1 /2" RAD.
periodic top cha"g with additional stone as canditbne
demand and repair and/or d.eneut of any meo.uns used to
} + + 3" RAD. �1 /8" RAD. -
+ + •
` OI ++ + + + + • +
x onra + • + ,{. • +• + + + +
++ + T ++ + • • I�
+.+.. + ++ + + ++ ++•
2,_0„
awca
,n• a W A L, 1/r an W yr 4
PUMP STATION PLAN N.C.D.O.T. STANDARD 2411 CONCRETE CURB
& GUTTER
NOT TO SCALE SCALE: 1" = 1'-O"
SITE (PUMP STATIONI
1. PROVIDE 6' HIGH CHAIN LINK FENCE TOPPED WITH 3 STRANDS OF BARBED WIRE. PROVIDE
MINIMUM 12' GATE OPENING.
2. PROVIDE ADEQUATE TURN AROUND FOR A WB-20 SERVICE VEHICLE. PROVIDE MINIMUM 10'
WIDE ACCESS ROAD.
3. PROVIDE SODIUM VAPOR LUMINARY LIGHT (600 WATT MIN.) ON CLASS V UTILITY POLE AT
HEIGHT OF 30' AND PHOTO CELL CONTROL,
4. PROVIDE 110 V ELECTRIC CONVENIENCE OUTLET.
NOTE:
PUMP STATION SITE AND ALL UTILITIES TO BE CONSTRUCTED IN ACCORDANCE WITH STANDARD
SPECIFICATIONS AND DETAILS, CITY OF JACKSONVILLE, NORTH CAROLINA.
CONSTRUCTION SEQUENCE OF EACH SECTION
1. OBTAIN PLAN APPROVAL.
2. INITIATE CLEARING & INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, GRAVEL, & RIP -RAP FILTER BASINS, & INTERCEPTOR DIKES
ADJACENT TO DITCH.
3. BEGIN STRIPPING SITE & EARTHWORK. INSTALL ROCK DAMS & SEDIMENT TRENCHES IMMEDIATELY UPON OPENING OF ENTRANCE, ALSO
INSTALL CONSTRUCTION ENTRANCE.
4. INSTALL CULVERT, MAINTAINING FLOW IN EXISTING CHANNEL. UPON COMPLETION, INSTALL U.S. & D.S. RIP -RAP & BEGIN PLACING
FILL OVER
PIPE. ELIMINATE INTERCEPTOR DIKES.
5. MAINTAIN STRUCTURES DURING CONSTRUCTION.
6. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
PUMP STATION SECTION
NOT TO SCALE
trap sediment. NI sod He 1. 00" dropped. washed ar
tracked onto public rights -of -way must be removed
bmmedktdy.
TYPICAL INSTALLATION OF SILT FENCE
NOT PO SCALE
STABILIZED CONSTRUCTION ENTRANCE (D-5)
3 NOT TO SCALE
DEWEY BROS. INC. CATCH BASIN
11 FRAME &GRATE CH BN 2000
TOP OF
I III i =
1`
3' MIN.
WIDTH AS
REQUIRED
DITCH DETAIL
NO SCALE - -
2"
BCSC TYPE
1-2 ASPHALT
/
/
00 00
pp pp
90 00
0000
pp
p O
p
O O
O
p
6"
ABC STONE
00
00
0
00 00 00
O
00
0000
00 00 00 0
00 O
O
O
0 O
O
O
PAVING
DETAIL
NOT TO
SCALE
4"
S' MAX
5" MI.
2' 2"
B" BRICK
3' 0"
I 4"
° 44 - c � ° d° a , -
° �° d � � dad ° w
2500# CONC.
FOOTING
TYPICAL CURB INLF
CH BN 2000
NOT TO SCALE
EWEY BROS. INC. 24" X
INLET CH-BN-2
V
D
3RICK
I
CONC,
FILL
d
°
a
4'
6"
2'0"
8"
4'0'
TYPICAL DROP INLET
NOT TO SCALE
GROUT
FOOTING
CONE.. ,j- d•
FOOTING �--
a ❑ ❑ ❑
CONCRETE BLOCK
4' 0"
PARKING BUMPER
TRAVERSE JOINT
d
°
a
" -
CATCH d
BASIN d d
°
d
A
A Q
d °
10
d
Y
mile N IW[OTi.
4'0'
M5 WASHED STONE
•
El�N
d dal
°
...
d
HARDWARE CLOTH
a
° °
DETAIL SHEET
-: ❑❑ ❑❑ ❑❑ ❑❑ ❑
-.:.
WINDSOR SHOWING
3�TDNESHED
❑ ❑❑ ❑❑ ❑❑ ❑❑
�.
SLOPE 1/4"/FT.
Y 8ti 'x
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
REPARED BY
DETHVARIEs
JOHN L. PIERCE & ASSOCIATES P.A.
,: CATCH BASIN
4' 0"
w 6E4% -
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
- - -
unuTr STRIP °
r <`
:pit, Eftipj o �
PHONE: [phone] DATE: OCTOBER 19, 1999
d ° °�
2500�R CO(4� .j -'
SCALE: AS NOTED
c SIC °REV:
't
JOB #983820 FILE NAME: EASTPUMP
01/10/00
sEcnON A -A
-III- - - - -I
-III=I I L 1 I 1-1 I I-
REV:
01/177/00
TAMPED EARTH
REV.
REV:
02/01/00
08
03/08/00
DOUBLE CONCRETE BLOCK FILTER AROUND CATCH
BASIN (jL) SIDEWALK DETAIL
WATER/SEWER
SHEET 10
15
NO SCALE

f'".,
MH/3
TOP-t49.5
INV IN-40.03
LINE BEARING DISTANCE INV OUT-39.95
Ll S 57'52'49" E 87.02
L2 S 29*47'19* E 122.07
L3 S 23'16'55* E 27.06 MH _ -' MHµ MH/5
CIO 40'47'46" 648.27 461.58 451.90 241.06 N 47'03'33" E #" TOP-:4e.5 TOP-347.0
L4 S 12'49'01" W 1D2.69 NV IN 43763 SS INV IN-41.23 INV -41.67
L5 S 26'43' 0" W 77.69 INV OUT-37.55 fu ACC- INV OUT-41.15 _
L6 N 26'43'03" E 266.31 400 LF 10-PVC TRUSS o O.2ax-
L7 N 68'24'08" E 22.00 34+ LF 10 PVc TRUSS o a.26z _ A�cass _ _
L8 N 21'44'08" W 330.00 EXISTING MH ` �� . �A 1EIS00 PROPOSED 4'SEWER FORCE MAN /
L9 N 3212'45' E 99.11 TOP-49.11 ` _ NAGE &
L10 N 81'22'31" W 31.34 INV-38.o9Tv
Lll S 79'05'10" W 50.47 �EMSTING 12' � /
L12 N 49" 3'34' E 25.00 - -�,Ess SEWER - ' STA 126+OT OUI _ I - I 400 LF 10'PVC TRUSS o 0,28%
L13 S 48'13'57' W 25.00 �� 8IP, 120+00 1 �' T W4• R1GH I _ �'. I
L14 S 1013'09' W 47.58 sou AcCESS L - 76 iA FT alcH 99a=5=F_ MH 2 50M B I I INGRESS/EGRESS /
L15 S 84'44'01" W 76.04 �� !� 129 35 < 156 u* 1o'Pvc muss a o.z8x
- R \1': _ 1 SIS SIS INV IN-9.0 I AND UTILITY EASEMENT
- 20�' / EXISTING 12' 1 _ INV OUT- 83 I
SEWER _ _ � � -� 1 INV OUT�38.75
N•C S.R 1� (W- RN oA 1M N 78'S3'16" E 302310 FT Y \� 16?4 FT 1 400 LF 10'Pvc TRUSS o 0.28%
10�nu� ESM III
W. R1GHT CUTR1GHT _ - -
EXISTING MH
_ 6d 0 +00 30'% 40'N.C.D.O.T. INV-36.78
\ / SU 1 CE55 - _ ' 1 DRAINAGE EASEMENT EXISTING A\
O STA 115+55 I TOP-48.34� � /
\ / 60'ACCE5500 _ I91V-36.60 �\ `Y�\ \ r N F
%wTN10"T OUT 400 �0 FT _ _ I �\ \ /\ (0 MAT C.&BOTHERS' JR.
EXISTING 12' V +'. M.B. 33 P. 138
SEWER d
o, SIS 223�10 _ V
\ SIS( \�i°�N\ ^� .� �170'
JOINT ACCESS/ n" ry 4 `� �� \ n
\ 2.33 AC. A . o�\ (JACKSONVILLE-HAVELOCK,
P
p••..,\\ 230 KV UNE, C.P.h L) N
�CSIS P V�\
\ °. \ / �•j1 i �/, STA 8+00 3 \\ \
v 299• A5�°A� �CA A sit 7o• \ SIS \ \ N/F
9i tP ?7• DISTRIBUTION \
\ SIS w E UNE \ \� 1 DEBRA R. RAY, TRUSTEE
.a3. +A �.\'`" D.B. 1329 P. 439
\1 SIS N 'o° CNN• �� �'�A s �. 30'DRAINAGE & \ \
g �5 �� `� `•� UTILITY ESMT. A\
\I S \ fir. �tr. `. \ V A
\ \ 13.05 AC.
SIS �O
EIS� LEIS
PROPOSED 60'INGRESS/EGRESS & f1 A� �� -
unUTY EASEMENT E ATA� �S�, is - je it, e,
N. rl
IS\ 6Ta1
26 W H ° �� �g 26 E V
��\V 115.42 AC. K�P� �p�� �i N 66 SiS1
rr ate\ &GPP� N6 p�p�� Va \\ sr \\ U��\ EIS /g SIS
\X.\ PMS� / Ap '`Tn \\?e, \ \ �'o. EIS 5.22 /
\ \ A9 F / i a 2 it 1^ �\ oFFUNE
X /r 1 MAR-LIN PINES
M.B. 10 P. 32
14
S 0l �� .�F / / L.T. MERCER
E SIS \
EIS
.0) � 5
ryry/off.
= 1* SIS
\�
EIS \ \ o 00
\ 7
/TIE TO EXISTING MH
NOTES:
1. LOCATION OF EXISTING WATER & SEWER MAINS TO BE VERIFIED
AT TIME OF CONSTRUCTION.
2. CONTRACTOR TO MAINTAIN 18" VERTICAL OR 10' HORIZONTAL
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
CONFLICTS WITH STORM DRAINAGE OR OTHER UTILITIES.
4. SEWER TREATMENT BY CITY OF JACKSONVILLE.
5. ALL INSTALLATION MATERIALS AND PRACTICES SHALL MEET CITY
OF JACKSONVILLE SPECIFICATIONS.
6. CONTRACTOR TO VERIFY ELEVATIONS OF SEWERS AND EXISTING
CONDITIONS PRIOR TO CONSTRUCTION.
7. CONTRACTOR TO DETERMINE AND VERIFY LOCATION OF ALL
EXISTING UNDERGROUND UTILITIES PRIOR TO ANY DIGGING.
NOTES: -THIS TRACT IS SUBJECT TO THE CITY
JACXSONVILLE'S ZONING ORDINANCE.
-R/W MONUMENTS NOT SET CORRECTLY (PER N.C.D.O.T.
PROJECT No. 9.8031430).
REF: PORTION OF M.B. 23 P. 132
N.C.D.O.T. PROJECT NO. 9.8031441
N.C.D.O.T. PROJECT NO. 9.8031430
��S \ 30'X30'UTIUTY
` \ EASEMENT
Cry \J�r. \ \
A0 \
9 \
� o
(0. 7 v
r
STA. 11+38.70 \\ \ / O,y
2s
\.
P.C. �/
�5 I A
EIS / \
55.11 AC. \ 24
\ \ \ \ \ e.65 / \
TO BE DEDICATED TO CITY OF JACKSONVILLE \ IS ` orFUNE
5.11 ACRES OF WETLANDS \\
s `y � I SIS, / ' 23 i A
s s, 22\
SIS /
�^ \\d��� \$: 4 EIS 21 i
`L A 8894.5.00 " I \1^ '°, / EIS \ `
0
20
19 i \
SIS \.
\18 \
17 \
3 / O.D. SANDY
EIS SUBDIVISION
8 ry 73 TA. 19+ .70 4 \ _ \ \ M.B. 4 P. 79
o P.. \ 16 I
40'DRAINAGE & \-
EIS \ \ R09 �uNE BUFFER ESMT1..
t^s \TO WEST (SEE NOTE) STA. 22+30.27 / \ \ 15
END PROJECT
Jr ' 3
O \
14 \
aT \`
EIS
R. NE MMON. 60'INGRESS/EGRESS
D
�� S\ TO WEST (SEE NOTE) DRAINAGE & UTILITY ESMT. / N 63
S9
98g F / EIS
LIVING WATER SIS
\ 0 FELLOWSHIP CHURCH 10 \
\\°� \\ // •3// M.B. 31 P. 194
A!s
$
LEGEND: \ \ \ \ ECM q4/` i`EIS \ r
EXIST. ENT
EIS = EXISTING IRON STAKE \ \� vy / MONUMENT
SIS - SET IRON STAKE^''T /
ERM = EXISTING RIGHT-OF-WAY MONUMENT ECM LIO E
MBL - MINIMUM BUILDING LINE
�lp
\
N.C.G.S. MON. 'DON 2'
N- 381,786.538
E- 2,471,256.700
NAD 83
TOTAL TRACT AREA= 55,11 ACRES
r
I, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10.000+ THAT THIS PLAT
WAS PREPARED IN ACCORDANCE WITH G.
AMENDED. WITNESS MY ORIGINAL SIG
LICENSURE NWER AND SEAL THIS P14
DAY OF 1��P 00 �� r 4(GgC2wpASJ �,
SEAL
L-2596
M1S\A
�� Lk
".THICK E
SEWER EXTENTION MAP
PREPARED FOR
WINDSOR PLACE
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: JANUARY 10, 2000
SCALE: 1"=200' F.B. PG.
JOB #983820 FILE NAME: REV: 02/01/00
REV: 02/04/00
200 100 0 200 400 600
SCALE IN FEET
CL
.. ..
.. ..
SHEET 11 OF 15 I

Side View
I
L i D)
it 1ae ••' •^.°•I e.I e,.I♦ •••I
Gr vel-min. 6' deeper
Cast Iron .'.Teter Box Lid
Cast Iron Meter Box
Isometric View
Top View
if,oi scone Vravel
NOTE: Meter and Yoke not shown
Note: Meter Box Shall Not Be
Located In Driveway.
NOTE: 67 Stone shall completely
encase the outside of brick.
Standard Clay /!,'o -1
Bricks
3/4" Watei -' °', • ° e °�
( °I ° ° ��. o e ` ° t• D
Service Line
�i�• ;+ a° r d a o s if67 Stone Gravel
tA,'°d ° eI , A I 1 . • c " ( for Class IV soils)
° ° e ! • 1 u t � (NO SUBSTITUTE)
e �
STANDARD METER BOY INSTALLATION DIAGRAM
NTS
Valve Box Cover Tamped Earth
Pavement
IIh/ii"111//�."III riiur='i�`t 11=%/i^tl Ifid14�(If_
IR I
Valve Box = Threaded - A
Thrust Coupling for /1 2" Cap
4' i /i•
Collar , THREADED \. IT cap of Blow -off /.
BOTH ENDS Ilr
r:='P `f'YiaV 24" Long 24" Long
_ ► , '/ �., - 2 " Brass I' 2" pipe `/ e 2 Pipe
•/�/i1�`%=lr�%/�(A..r�" �l Nipple G\. Nipple �A 1 211•CI 90°
4 A //' - If A Bend -Threaded
'A•
Water Main
' e o , e'•' Concrete
e rf_r • f p ° ° ° t/07 Stone-, 4 �" • Blocking
A\ ql ❑ •// / 2 r' _ -
Mechanical Joint CI Plug
FORD C 87-77 Tapped 2"
STRAIGHT COUPLING PACK JOINT Tamped Backfill
X MIP WHEN BLOW OFF IS
ON 2" MAIN
NOTE: No plastic or galvanized screw fittings before valve.
For mains larger than 12", use 6" Blow -off Assembly BLOW -OFF ASSEMBLY DETAIL
No plastic screw fittings permitted in assembly
_ NTS
TRENCH WALLS
CONC. OR SOLID
CONC. BLOCK
D ' '
'4
n
� 16 GA, SHEET METAL L
PLATE BEHIND PLUG
PLUGS
SIZE
6
1 8
10
12
16
18
20
24
D
6
6
6
6
10
12
Id
18
L&W(20
22
24
24
32
136
40
48
WATER MAIN PLUG DETAIL
NTS
CH WAL
WALL
2'- 0"
CLOW F-2500
DARLING MARK 73 OR QIC
MEULLER CENTURION
FIRE HYDRANT WITH
2PUMPER NOZZLE
Z °+
AND ND 2-21/2" HOSE NOZZLES Ur '
DEWEY BROS. VBX-TE-100
VALVE BOX OR APPROVED EQUAL r
SIDE WALK 2 I 'J CURB 8 GUTTER
,-6" GATE VALVE
I � - 30" MIN. COVER
a
MA. POCKED
HYDRANT TEE OR TEE WITH
`��✓; �'�Ge+ APPROVED PIPE RESTRAINT
SEE DIET GSD_B
FOR ALTERNATE
CONCRETE THRUST BLOCK ° 1
PLACED AGAINST ° •° _
UNDISTURBED EARTH. ' A - + •`• --_ __ _ r -' O'1�
/ �'• �-- M.J. LOCKED HYDRANT ADAPTER
MIN. OF 3 CUBIC FEET OF -,� OR APPROVED PIPE RESTRAINT,
CRUSHED STONE FOR DRAINAGE S/}1 I-F""' SEE SHEET GSD-B FOR ALTERNATE
V6-"L BETWEEN HYDRANT AND VALVE
STANDARD DETAIL HYDRANT SETTING
CURB & GUTTER WITH SIDEWALKS
NTS
CLOW F - 2500
DARLING MARK 73 OR MUELLER
CENTURION FIRE HYDRANT WITH
1-41/2" PUMPER NCZZLE AND 2-21/2"
HOSE NOZZLES
DEWEY BROS. VBX-
TE-100 VALVE BOX 6"GATE VALVE
x
�DUC-LUG
6" WATER LINE
3/4" THREADED RODS
(COAT W/ FIELD APPLIED BITUMASTIC)
NOTES: 1 RESTRAINING RODS OR CLAMPS FOR THE VALVE
ARE NOT REQUIRED IF THE PIPE SECTION BETWEEN
VALVE AND HYDRANT IS MORE THAN 12FT. LONG.
2. RESTRAINING RODS BETWEEN VALVE AND HY-
DRANT ARE NOT REQUIRED IF HYDRANT 15 ADEQUTE-
LY BLOCKED.
STANDARD DETAIL HYDRANT SETTING W/RESTRAINING RODS
NTS
3
90° ELBOWS
SIZE
6
8
10
12
16
18
20
24
D
8
10
12
12
12
16
20
20
L
2A
27
30
34
48
51
54
70
W
12
16
20
24
28
34
40
44
4 5' BENDS
SIZE
6
8
10
12
16
18
20
24
D
6
6
6
6
.6
8
8
10
L
18
20
22
24
34
40
45
52
W
12
14
16
18
22
25
28
32
ANCHORS (HORZ. BENDS) DETAIL
NTS
v
EE
M
w
WATER MAIN,
-
Mr •
-
WW r• . .. ALAI..
UTILITY STRIP
ROAD SUAFAC!
.+ ••- "
-
Cut! b
.►
.•de•• ... �.. -.,..
GUTTER
11.E
SIDE WALK
�aM-
� JLL_
\
a.I � •.e .el+e:_ ee ••L14e•
.
NOTIa
4. 1�
/1
•.. : �Irc. .. .u11....
' Provide bRwJ for
0.
..14..
contraction d
WY! vteawfion
•M.... 04.E
�'CL[wm our
.aQ4• •.a •,•`l n•_ -
FITTING
S■owzF eA►
..I„y
I~ •
-
/
�.1tI•. w• aa•l/wr
Vl
4' CLEAN OUT
METER e01, O■W[Y fw0•
V
'sAON2E CAP I
�4671-1 OR EQUAL '
,c0"WX
'°•••"'•�'
' �• .•A"'' 1
METER SITTER
! 1
VNr►Til ANGLE STOP ANO
j' Lo K WIrg4 t Po■O w11X-4 .-
��
,. • II
- L� 7•IOt SOIL 1 bi
4 OR ,MUELLF 1•Wo N-?!Oi0
u �
e�
w
sonvw c• Tun"• .••
-
_
•
z c, ee■re■AnoX i" (
4
`7U►rO tlT M[T1BOX ON tl ERICXS
_�
_
Er0• -
o
• ■A APPRDV
Iyj 4 -
Y
, i
onus S.wmcc Unt
4•- wTc
en IAMPCeTAPPING
!��Y���•-MIN
fmST9111t
.0
SLOP[SADOLIS
AtOur0.10 `-r+a i�I.
i
-
TO 6f SIT 6Y C1T•f
-
-�w`- SUPPORT SERVICE LINO ON UNDISTURato SDIL OR COUNTY OF ONSLOW -
'
4w `� 81ND
'
-
MIM.61PARAr7ON is
T' .•.•fy OR VYYS, FIT
'•r^g'1<�
IP LATERAL SLPw-
4 as
RATION L134 TNAX
OG7 STONE OR APPROVED OEOOING
--
14.
Iwusr G4GASESERVICE COM.+ECTrotI
NOTE'.
SEWER DETAIL NOT APPLICABLE -
EMBEDMEt
' ZONE
KI
rn
e7
N
.•
r
I
HEAPED-BACKFILL.
OPEN TERRAIN
TEE ANCHOR DIMENSIONS
SIZE
6
8
10
12
16
18
20
24
D
6
6
6
6
10
12
14
18
LSH
20
22
24
24
32
36
40
48
ANCHOR (TEE) DETAIL
NTS
MECHANICALLY COMPACTED
BACKFILL,66 LAYERS
CRUSHED STONE OR
GRAVEL BACKFTLL ROAD SURFACE
7AY,u��1. . .- PAVEMENT BASE
N
EMBEDMENT EMBEDMENT IL
ZONE � ZONE
TIES VARIES
UNPAVED AREAS PAVED AREAS
SUBJECT TO TRAFFIC
PIPE MAIN EMBEDMENT SECTION DETAIL NTS
VARIES
INITIAL BACKFILL•12-• %2D _
HAUNCHING - IFL D
BEDDING 3'- 6'
?-FOUNDATION (IF REQUIRED. DEPTH VARIES)
i
NOTE: Haunching for flexible wall
(PV
pipe C corrugated and SDR 3,) TYPICAL BACKFILL
shall be O.D. + 1 inch.
Haunching shall be of thoroughly SECTION DETAIL
compacted *67 STONE MATERIALS
NTS
NOTE: Flexible wall pipe shall pass
a 53 mandrel in accordance -
with relevant ASTTI specifications.
WATER DISTRIBUTION DETAILS FOR
-
Y(� PROPERTY OF' ft ll;I MH$UIJ PD IZs 1146•
JOHN L. PIERCE R.L.S. a FREDERICK E. CONE P E.
JA�KSo1�v1tLE TOWNSHIP
DATE'. o I-o4-vo SCALE '. NONE -
JACKSONVILLE, 1 ;..
ONSLOW COUN t
-SHEET i,�CF f5

�' ' TIC. •. Lnlu u • olt, w ltlin P•
UTILITY STRIP P
ROAD SURFACE w,_,,, Idl._ ••
J1t7re n• •`i1i-
CURB a - .,Ih.•, ... ..1.,. .,..
r1Y.,
GUTTER II•«
- ...ul..... � SIDE CWALK ,... ..J..... ... .af..-..
U__al,«. \ •J.i- .,. ,•11,._ •.• - •dill. -.
LCT
_ Providefor ON
WYE •IL.. .....U•••• a- CLLAPI our ...111/r.•
FITTING 6RO NZE CAP �. 4n ••• ��ll1l. < .
1r7 • l �.hr, . �
•*1 IN •
C ♦- CLEAN OUT M£T£R. Gov, owwrY MAOs
1.1 1RONZE CAP �I T SY-1 OX EQUAL
-a A ••;� 4.� -COFFER METER SETTER -
'+ L I WITH %MGL£ STOP ANO
ra k -� I� i IVCK VY 11.1O t PORO V-71-6L.
`- f/1•'Pi 7SD• 70AT i jl II I_ ORMVELLE NI•WOH-T1010
a� 1
t, iG 0.vICt TYf IMA
21 C,, CORPORATION 7 z i ' I v�' �SU*POtiT METER BOX ON BRICKS
NI I� .w STOP
w+ , HEULLEN NISOOR i +
• 'o I +1 en Ar/SG+V � I
offma
a li /
EI I .SVr7VAT Sa AY1[E LINE 4•. WYE -
aN rA"I Eo
N TAPPING � - �� a--1/! eLND '�\�V`1' �• ` I/6' MIN SLOPE
SAOOLr
If A[QUIRID•--�t,A i
METER TD BE SET 61f cl"
�-IL— SUPPORT SERVICE LIHC ON UNDISTURBED SOtL
- �•_„ ♦� �j BEND - ILLUSTRATIVE FOR NEW 5TREET CONSTRUCTION
�-.( SwavlcL SACOIi
MIN.SEFARATION 11 �,,t .;`-r{ 00. WYE FIT
1r LATERAL $EPA- ly%
�:'
RATION LESS THAN ■CT SrONEOR APPROVED BEDDING
10, MUST GuCASE SERviCE CONNECTION
EMBEDNEA
ZONE
•n
N
I
N
HEAPED BACKFILL.
OPEN TERRAIN
CITY CF JACKSONVILLE N.C.
PUBLIC UTILITIES DEPARTMENT
STANDARD DETAIL
\WATER and SEWER SERVICE-CONNECT'IONI
MECHANICALLY COMPACTED
BACXFILL.6' LAYERS
CRUSHED STONE Dlt
GRAVEL BACKFILL RCAD SURFACE '
W c A •+v Q,
PAVEMENT BASE
_ r
N
7MBEDME!1T EMBEDMENT
ZONE � ZONE
tIES VARIES VARIES ,
UNPAVED AREAS P&VED AREAS
SUBJECT TO TRAFFIC
STANDARD DETAIL
TYPICAL BACKFILL SECTION
NOTE: Haunching for flexible wall
pipe (PVC corrugated and SDR 35)
shall be O.D. 1 irch,
Haunching shall be o_r thoroughly
compacted Class 1 ma'erials.
NOTE: Flexible wall pile stall pass
r a 5% mandrel in acccrdance
with relevant ASTN =_r--cifications.
I
q INITIAL BACKFILL • 12' • 120
t--HAUNCHING IFL D
t
?`-•BEDDING 3'- 6-
FOUNDATION (IF REQUIRED. DEPTH VARIES)
STANDARD DETAIL
PIPE MAIN EMBEDMENT SECTION
CONC. SHAPED
INVERTS
0
STANDARD DETAIL
MANHOLE AT LINES INTERSECTION (TYP)
a
DLE OR WYE FITTING
STANDARD DETAIL
SERVICE CONNECTION FOR DEEP CUT SEWER
IS" MIN. COVER
IN
MISTY SROS, INC. MANHOLE
- RIN0 a COVER NO MM-RCI� 2001 �I \
1?7
IVAifa
WALL -
CAST IR^N MANHOLE STEPS a
O] -
0
feef f'w�u Rt•o. or a
114 MIS
f MASONOT WALL
p e WALL rw PR[ufT-
' COMMITS MAMNOLL
A•Nf•MAWtrtR I[ TTPICA1. b• S
- Af uONwl[D + MI.
.. ,� • ^ ••� r COwC. fROYT fraAPtO PILL SLOP[ [• IB �
.. NOT[, MANNOL[ DROP[ AR[ �." • /. •'
-T-_ ♦ ��� , -i�_r r R[01RR[e 11R[N[LIR MYMIS
-I_ • :• —1-- [D, NOR[ TN[N MY OUT_
.. • ..!' 20000' CONC. FOOTING +-; "....A 3 - a T.. • + I a - -.'., =
CONC.fROVT •. .!.. ...-r,-_. P S'a_•- !.i •...- •-_.+ ti. �•
S"P[DJIA.L
I SECTION A —A - SECTION B — B - -
- NOTE FOR SHEAR PROTECTION, CONTRACTOR TO INSTALL 2-OF
07 JOINT OF PIPE AT FACE OF EACH MANHOLE AFORE LAT013
FULL LENGTH UOMT3, OR USE FLEXIBLE SOOT RR .
Y PRECAST MANHOLE
R TYPICAL SANITARY SEWER MANHOLE
(STANDARD PRECAST CONCRETE MAY BE USED IN LIEU OF MASONRY)
' (JUARE FOOTIPJG MAY BE
5ED IF DESIRED
LOPE -I" PER FOOT
IODIFY OPEN GUTTER TO
UIT PIPE LOCATIONS
PLAN
F IN (SHED GRADE
FRAME AND GRATING (" GROUT
FOR SANITARY M.II,PROVIDE
_ 112" THICK PARGETING ON
BRICK CONSTRUCTION
INVERT ELEV OF INLET —�� 8" BRICK OR CONCRETE
'IPING -GIVEN HERE
WALLS TO BE 12" THICK FOR
CE CONNECTION IN REVERSE Y-BRANCH �— _ PORTION BELOW 12'-0" DEPTH,
DMENT MATERIAL
11e as PVC r1 mil �"—= ���- MANHOLE STEPS AT IC," MAX OC
pipe
CONCRETE
BACKFILL
BRICK ON ` \ 4''0' DlA / TOP OF BENCH AT CROWN OF
i; PIPES
CONJCREFE —ROUNDED ENTRANCE
CROWN OF INLET
8 OUTLET PIPES 1 FLOW
10 BE SAME ELEV
I" CEMENT f
MORTAR FINISH INVERT ELEV OF MANHOLE IS
IN OPEN GUTTER INVERT ELEV OF OUTLET
CONCRETE FOOTING E4 AT 12" O.C., E.W.
SECTION 3" MIN. CLEAR
4
111 1l11 r—
_ DROP MA
NITS
v.2 D a
I
DETAILS OF WATER a SEWER CROSS:'.`

P
I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN •.
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE N/F CURVE TABLE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION WINDSOR PLACE APARTMENTS LLC CURVE CHORD BRG CHORD DELTA I RADIUS I ARC I TANGENT
AS CALCULATED IS 1:10,000+• WITNESS MY TRACT 2 M.B.43 P.49 ClORIGIN SIGNATURE, UCENS NUMBER AN AL S88'39'31"W 180.08 1'49'S8' 5629.58 180.09 90.05
THIS DAY OF 20 D.B.1874 P.521 C2 S89'43'40"W 30.00 0 18'19" 5629.58 30.00 15.00
ZONED C.U.B-1 C3 N89.58'01"W 30.00 0,18,19" 1 5629.58 1 30.00 15.00
°1111,111Iu. ./a,� USE = APARTMENTS C4 N87'55'47"W 370.22 3'48'07' 5629.58 370.29 185.21
JOHN L ,Q �T >2596 - _ I I- _ I n I I I I TWO STORY
STORY
IZ2 APARTMENT I I I
PIE _ I T-I -T 1 I
II I I I L_
I ,_ i-r T-i T n T I � � �i I i I � I Lq
L-JC I �� I U L� I I I I_L_1 -� a
LSG- EXISTING IRON STAKE II '� \ / -17 I NJ I I 7. T n I 1-1 -0 \
ECM EXISTINGNCONCRETE MONUMENT II/� STAKE/ v I I I'aU I I I I I I I I V �I�U I I I
SPK - SET P.K. NAIL
N/F = NOW OR FORMERLY
R/W =RIGHT-oF-WAY LJ L �_ Li Iu lLU 1--1- - -
M.B.L.- MINIMUM
C/L = CENTERLINE BUILDING LINEONSLOW IN STORS LLC
= SECURITY LIG08 P.462 / J I_I L� I� I L1 �_ LI Jl II �' x /
PP =POWER POLELE ZONED C.U.B-1 II /
--E--E-E-= POWER LINE USE = OFFICE I /
CO - SEWER
WV =WATER VALVE CLEAN -OUT II as 10.e' EAst°MEni N 9000'00' E 391.71' Ii
E�
FH - FIRE HYDRANT x
SSMH - SAN. SEWER MANHOLE s COMPACT R3.0' COMPACT HlI II II � STORAIWATER EASEMENT
TB - TELEPHONE BOX II FACT TYPICAL COMPACT 38.3' II c I
83.4'TYPICAL COMPACT
EDP =EDGE OF PAVEMENT MC 1 ,0. LACE COMPACT o
= TRAFFIC FLOW(EXISTING) Y IIrtVD W STRUCTURE
APARTMENT ACT SO . COMPACT I II II II II o
FO FIBER OPTIC CABLES 64.1'TYPICAL 10,220 S.F. o COMPACT } COMPACT II II C` 0 x ES
-UC- - UNDERGROUND CABLE II ° - F.F. EL-5050.BEDROOM UNITS ol COMol PACT ♦ } COMPACT a II II L- x
SF = SILT FENCE COMPACT 24.0' COMPACT S 87'33'08" W 322.56'
GW = GUIDE WIRE n -. _. --- I II II I) Els a
EB = ELECT TRANSFORMER R2.5' TWO STORY APARTMENT II 240' 4j
II
WOOD STRUCTURE
CB CATCH BASIN R3.0' 10 S.F.
DI DROP INLET R3.0' °F.F.ya3S II
RCP- REINFORCED CONC. PIPE 22.1 H/c RJO .
C"
rr
(I II II ��
EXISTING TREES n i
R /
�• = TRAFFIC FLOW(PROPOSED) II R2.s' ,I II II II ITWO STORY APARTMENT TWO w oosrsm�uc�TuINE
RE
3 10.220 S.F. 10.220 S.F.
9.0 .-` R62.5' �� Rt,O' R/D ,r 6M II U °-300M LMn 33.LSDEW
'EDROOM UNITS 30'DRAINAGEd
-SF- =SILT FENCE R3.0' R375 R3.0'
+25.66 = AMR 0.=48.3 EXISTING GRADE II $ R25 240 F.F.FEL..48A UTILITY EASEMENT
RJ.O'
zT.9 =PROPOSED GRADE
I 9 �e.s� lR62.5' I (PER M.B. 33 P. 138)
TC =TOP OF CONCRETE c Ids ANDTANOT 24A0..�► Q� �\ 1 R2.5 I R14.s' II 12.4'
S70P - PAINTED STOP BAR _ II Nn O-L SCONC S �EWA o ' .. R37.5 _ (} 9.0' '..I RAM (�
RAMP -
BO - CONC BOLLARD y - ( R14.5'
R3.0' R3.b 8.0' ,yry
22.2' 71 DICA 8.0' �. 5OONC / 0 2O STUTYY ESMT
= STOP SIGN PD ALONG
AMNc �4.0 nb Y Y Y < Y Y Y Y 'y A3 SEVER FORCE MAIN
_ �a a a a a a a a a R3.0' (M•B.43 P.49)
= DOUBLE CONC. BLOCK FILTER R3.o' -
DBL DRAINAGE BREAKLINE II 24 0' Ru 5 R2.s' _
R30' yy$lI �.
= DRAINAGE BREA I I WOOD STRUCTURE APARTMENTTWO STORY - ' j I ;i , R2.5' --w 24.0' Q1T1�ER�(TkyP) --w R3.
- -
10,220 S.F.&F. R3.0' � R74.5' . . . � ,__.__J--.....__,.�R2.5'
i
REF: M.B.43 P.49; K-1476
D.B.1600 P.826
8 - 3 BEDROOM UR°7S
F.F. EL.49.0
e
20' UTILITY
EASEMENT
PER M.a34 P. 42
._ oasnNc s cDHcTDe
--- II z I
0 50'Y'9.L
R3.0'
SIGN(I b II
R3.0'
'?r�.'r-• �-.. .'^ •-•..•-r_.--r I Ili
1 I
- - \ SIGN ESMT.
EASTING 3' CONC SOEWALK
N
N
MAT C. RAYMOND JR. & OTHERS
D.B.1297 P.273
M.B.33 P.138
ZONED B-1
USE- VACANT
WDMT' SKETCH
HOT TO !GALE
SITE DATA BLOCK: I
SITE AREA - 3.98 ACRES
REQUIRED PARKING =
APARTMENTS-1 SPACE FOR EACH BEDROOM PLUS
1 SPACE FOR EVERY 4 UNITS.
40-3 BEDROOM UNITS - 120
40 UNITS/4 = +10
130
20X REDUCTION IN PARKING SPACES
(51,100 S.F. BLDG AREA > 25,000 S.F.)
130 . 0.20 - 26
130-26- 104 TOTAL PARKING SPACES REQ.
PROPOSED PARKING
PROPOSED SPACES - 112 (INC. 6 H/C)
WATER - CITY OF JACKSONVILLE
SEWER - CITY OF JACKSONVILLE
ZONING - C.U. B-1
EXISTING USE: VACANT
PROPOSED USE: APARTMENTS
AREA TO DISTURBED-2.9 ACRES
EXIST. SQUARE FOOTAGE(BLDGS)- -0-
SQUARE FOOTAGE PROPOSED: 51,100 S.F. TOTAL
CALCS. OF V.A.A.: EXISTING 10.335 S.F.
PROPOSED 41,945 S.F.
TOTAL 52,280 S.F.
TOTAL IMPERVIOUS AREA - 84.750 S.F
NUMBER OF UNITS (PROPOSED) - 1
BUILDING MATERIAL - WOOD
NUMBER OF LOTS-1
MINIMUM LOT SIZE - N/A
AVERAGE LOT SIZE - N/A
TAX MAP 339 PARCEL 20,4
M.B. 43, P. 49
D.B.1600 P.826
NCSR 1470 - (WESTERN BLVD) - 200'R/W
OWNER: DEVELOPER:
WESTERN BLVD ASSOC. LLC BILTMARK BUILDERS
P.O. BOX 5605 P.O. BOX 5605
WILMINGTON, NC 28403 WILMINGTON, NC 28403
910-251-5030 910-251-5030
NOR'ti MOLINA ENVIR01ti1VIEN IAL
MANAGBIENT COM IISS10N
DIVISION OF WATER QUALITY
2`1--JAlKl- ZWS
SITE PLAN
PREPARED OF
WINDSOR PLACE APARTMENTS
PHASE II
PREPARED FOR
BILTMARK BUILDERS
p 2 1 7n. 4
Door d 2-
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: SEPT 3, 2004
SCALE: 1"=40' F.B.721 , PG. 30+
JOB #249441 FILE NAME: WINDSOR PLACE - REVISED
GRAPHIC SCALE
1 Inch >. 40 tt
SHEET 1 OF 7

I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN N�
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE WINDSOR PLACE APARTMENTS LLC
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY TRACT 2 M.B.43 P.49
ORIGINAL SIGNATURE, UCENSU E NUMBER AND SEAL D.B.1874 P.521
THIS DAY OF -_ , 20( ZONED C.U.B-i
USE APARTMENTS
PO` 1. S. L- 596 II ' I E
iNV�4ie9 r
SEAL APARTMENT
L-2596 Q : I I TWO STORY
LEGEND: II I40
i �Trl�
�.IT T TT-17
�1 1 1 1U I I I EIS EXISTING IRON STAKE mnUSIS = SET IRON STAKE
ECM - EXISTING CONCRETE MONUMENT TOP-4s75
SPK - SET P.K. NAIL
I-
�
N/F =NOW OR FORMERLY
I I I I I I I I I I I an _( I AWA W. +I464I5 I I ,+464 ;w
ANN4
R/W - RIGHT-OF-WAY :3,5
M.B.L.= MINIMUM BUILDING LINE N/F / m 46
CA CENTERLINE ONSLOW INVESTORS LLC 746.AE + .a
= SECURITY LIGHT D.B.1308 P.462
PP = POWER POLE ZONED C.U.B-1 +49.00 I +49. t L_ I� L I f I__L61-1 TOTS
-E-E-E-- POWER LINE USE = OFFICE I t r 0 46.a
CO - SEWER CLEAN -OUT EIS "4!I "� " ' - IIU FASEMEHr 00" E 391.71' s
6 1t
WV = WATER VALVE . II xT At is
CURVE TABLE
CURVE
CHORD BRG
CHORD
DELTA
I RADIUS
ARC
TANGENT
CI
S88'39'31"W
180.08
1'49'58"
5629.58
180.0E
90.05
C2
S89'43'40"W
30.00
O'18'19"
5629.58
30.00
15.00
C3
N89'58'01"W
30.00
O'18'19"
5629.58
30.00
15.00
C4
N87'55'47"W
370.22
1 3'46'070
5629.58
370.2E
1 185.21
i
-T I-T
L IA 1 1 I f I I
.30 -� L I LI -`
FH - FIRE HYDRANT 0
`\ 16'RfF O.751i 45. 5 RN
SSMH - SAN. SEWER MANHOLE II �1 !, 46.24+64.5 OF4 . 5 - 6.45
TB - TELEPHONE BOX G TON.
EOP - EDGE OF PAVEMENT d rgr�47.0 I,i+IN�}"'y}54 - TRAFFIC FLOW(EXISTiNG) II - STORYWOODTRUCTURE I I _$
FO - FIBER OPTIC CABLES` II 0,5*F ` CB / ' o
s _ 10,220
2- Ts T66-UC- - UNDERGROUND CABLE F.F.LINV-41
m
SF - SILT FENCE
GW = GUIDE WIRE I e4 4 - � s 5.81
APARTMENT
EB = ELECT. TRANSFORMER 10.220 S.F.
_ a - 3 BEDROOM UNITS
CB =CATCH BASIN I I 14 /
F.F. EL-480
�• == IIII 49 �Y �I+161 45.6
aDI =DROP INLET 49 46.24�IrIII iIIIII , �1� 3'5{II8
RCP- REINFORCED CONC. PIPE +49.56 C, 46.90 +45.93 11�2
yEXISTING TREES 4
TRAFFIC FLOW(PROPOSED)
-
47.E •
-SF- - SILT FENCE \ i �i� NT V�M297 r /
+25.66 - EXISTING GRADE y
zz9 =PROPOSED GRADE p /p'SPHALT 3WALE 4D ou+
TC = TOP OF CONCRETE I ' nDOUBLE DI ao' c0Ns7auDTION /co
TWO STORY
I) I \ APARTMENT
DI LTOP. M.311-
I-T r-17 n T/1771��
/
47 3 011111
J
N
MAT C. RAYMOND JR. & OTHERS
D.B.1297 P.273
M.B.33 P.138
ZONED B-1
USE - VACANT
SITE DATA BLOCK: I
SITE AREA - 3.98 ACRES
REQUIRED PARKING =
APARTMENTS-1 SPACE FOR EACH BEDROOM PLUS
1 SPACE FOR EVERY 4 UNITS.
40-3 BEDROOM UNITS - 120
40 UNITS/4 = +10
130
20X REDUCTION IN PARKING SPACES
(51,100 S.F. BLDG AREA > 25.000 S.F.)
130 W 0.20 - 26
= PAINTED STOP BAR rov-� 0 �J - TRANCE a TOP-44 4 v PROPOSED
= 104 TOTAL PARKING SPACES REQ.
0 = CONC BOLLARD • II I INV-4154 0y I i ` PROPOPOSEDASPACES 112 (INC. 6 H/C)
- Tn.lir ESMALONG
WATER - CITY OF JACKSONVILLE
SEVER FORCE MAN s =STOP SIGN I = R 9 CONSTRUCTION
® try / ) ZONING C.U. B-1 JACKSONVILLE
® R 4 '� , \ F MV_ S CO µ� 1 (M.& P.49 EXISTING USE: VACANT
- DOUBLE CONC. BLOCK FILTER i I� ;'
PROPOSED USE: APARTMENTS
%] -- I IIII II 00. 46.46 +.4 - +44
a e940w/4 / ` AREA TO DISTURBED=2.9 ACRESDBL DRAINAGE BREAKLINE +49.5t ..
TSTORY APARTMENT T A (�5= 0-
14 IDRAINAGE BRE� ce Nr-o7J
�SQUARE DOTAGE PROPOSED:1,100 S.F. TOTAL
4&2 I
j a F.F. Qn:49. uaTs \ i R -�1 �p CALCS. OF V.A.A.: EXISTING 10,335 S.F.
-. ' `A SILT - o,`°• / ` -- P . .
6 __ ry REPOSED 41,945 S F
\ g - , TOTAL IMPERVIOUS AREA - TOTAL 4.750 .F 0 SF
. _ - / /--r BUILDING
M ERIA (PROPOSED) �50 S
6 s'n \ / deg / BUILDING MATERIAL =WOOD
(%An I _ NUMBER OF LOTS-1
EASEMENT - 9� I \ r ' /? MINIMUM LOT SIZE = N/A
i +• II \ 1 / / AVERAGE LOT SIZE = N A
PER MENT P. 42 I /
.:.: • ..,-,- z- M.B. 43, P.TAX MAP 349 39 PARCEL 20.4
" -. +-.. _� E10E71NC 5�C011CT90EWAU+(�} ,r-��r �!6.75 I 47. S'�c soEw_ �.T--. / - / \ D.B.1600 P.826
Ell
CONSTRUCTION NOTES•
1. LOCATION OF EXISTING WATER AND SEWER MAINS TO BE VERIFIED AT THE
TIME OF CONSTRUCTION.
2. CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
WATER AND SEWER UNES.
3. WATER AND SEWER SERVICES PROVIDED BY THE SITE CONTRACTOR.
4. ALL INSTALLATION OF WATER AND SEWER MATERIALS AND PRACTICES SHALL
MEET WITH THE CITY OF JACKSONVILLESP 'S ECIFICATIONS.
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALLS AND USE
FILL AS REQUIRED.
6. THIS STE IS SUBJECT TO SELECT CLEARING AND NO CLEARING TALI. BE DOME
WTHOUT THE OWNER OR MS REPRESENTATIVE'S APPROVAL
7. STE SUBORADNG: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS.
8. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCEFIC WITH N.C.D.N.R. STANDARDS AND SPECIATIONS.
9. STE ACCESS: ACCESS SHALL BE LIMITED TO TWO DRIVEWAYS AS SHOWN ON
THIS PLAN AND SHALL HAVE A CONSTRICTION ENTRANCES AS SHOWN ON THIS PLAN.
10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER SHOWN
STANDARDS AND SPECIFICATIONS AS OWN IN DETAILS.
11. SUBJECT TO CONFIRMATION OF WATER METER SZE ADEQUACY.
12. MAXIMUM BUILDING HEIGHT IS LESS THAN 60'
13. AS THIS STE IS DEVELOPED. ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
14, ALL POWER POLES, POWER TC. LINES, EARE TO BE RELOCATED 70 ACCOMMODATE
PROPOSED CONSTRUCTION.
15, CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
16. DEVELOPER TO INSTALL STOP SIGN AS SHOWN.
NS 17. HANDICAP PARIONG SIGARE TO BE ABOVE GROUND AND BE EITHER R-7 OR
12-8 SIGN.
18. NO NATURAL GAS AVAILABLE.
19. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (AS SHOWN).
20. ALL CLEAN -OUTS TO BE IN VANE BOXES IN PAVED AREAS
21. IRS PROPERTY IS NOT LOCATED IN A FLOOD PLAN B ACCORDING TO F.E.M.A. MAP 370178-0005 ,
EFFECTIVE DATE FEBRUARY 15. INS .
22. ALL EXTERIOR LIGHTS WION LL BE LOCATED AND POSITED SO NOT TO ADVERSELY.AFFECT
ANY RESIDENTIAL LOTS OR ROADWAY TRAFFIC.
EXISTING DROP INLETS AFFECTED BY CONSTRICTION 70 BE PROTECTED PER DETAIL
AL 24. PROPOSROOF TO BE PIPED INTO PROPOSED DRAINAGE NETWORK.
25. ALL DISTURBED AREAS WLL BE STABILIZED WTHIN 15 WORKING DAYS OF THE
COMPLETION OF ANY PHASE OF GRADING
26. THERE ARE NO STRUCTURES WITHIN 57 OF THIS PROPERTY EXCEPT AS SHOWN.
27. ALL CURB AND GUTTER TO BE SPILL TYPE 24-CURS ! CUTTER (UNLESS OTIHERWSE SHOWN).
28. A WET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR WILL BE REGIARED
FOR THE SERVICE INSTALLATION. KS,
29. ALL SIDEWALKS FRONTING THIS PROPERTY SHALL BE FREE OF CRACBREAKS. AND OTHER
DEFECTS PRIOR TO THE ISSUANCE OF A GO..
5.74 _ -- - - RCP
ifV-39.71
raP44 ..1e
Nv-39.43 //
!4is
TOP-"0 ( //
INV-40.0 /
40
1\ /-
---
x
is
90 15 TOP-47.0 -
/ 'RCP 0 0.331E INV-40.49
_
a5.34 /
+44,58
TWO STORY I WOTRUUCTTI ENT W SS
10.220 S.F.
1 8 - 3 BEDROOM U107S
FF. EL-48.0
8 - 3 BEDROOM UNITS
F.F. EL-45.5
F�h
�30 DRAINAGE&
UTNJTY EASEMENT
(P M.B. 33 P. 138)
N OIL----- - --- -�--- z ++r /-
24-RCP {9.p4 -���+t 4� ! +43.56 _+43.50 - CC33 7. 6.9 {5.
EIS
47.4 .03 46.95
- -
J 36 24 RCP
4 - - - - 4 4 - 4 4 / / J 2
\\ 7/ -7 - _ 6 4 - �4 IT �A5.29_ - ia3 It -- -
- - ---1r_
`- - _ m / - -
_!: �---------------------�
1. OBTAIN PLAN APPROVAL
2. INSTALL ONSTRUCTION ENTRANCE AND ROCK CHECK DAMS,
AND SILT FENCES. THEN INITIATE CLEARING.
3. CONSTRUCT POND AND INSTALL PIPES.
4. MAINTAIN STRUCTURES DURING CONSTRUCTION.
5. STABIUZESLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE.
6. PAVE DRIE AND PARKING LOT
7. REMOVE 1EMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN STABILIZED.
SEDIMENTATION/EROSION =CONTROL
STORM WATER GRADING PLAN
7 PREPARED OF
MAINTENANCE PLAN _T R WVINDSOR PLACE APARTMENTS
1-ALL EROSION AND SEDIMENT CONTROL PRACTICES WALL BE CHECKED A �`['
FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF- 3 ENGINEERING DESIGN PREPARED BY,' PHASE ASE ()
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE A WEEK. I I CRYSTAL COAST ENGINEERING, P.A. PREPARED FOR
ANY NEEDED REPAIRS WALL BE MADE IMMEDIATELY TO MAINTAIN ALL 3817-8 FFMWK RAY - HUB6RT, N.C. - 2868E BILTMARK BUILDERS
PRACTICES AS DESIGNED. Phone [phone] Fax [phone]
2-SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK www.07IFRalcoaxtenginewing.com bavid L Newo m, PH
AND GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY I I JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
HAS BEEN APPROXIMATELY 5OX FILLED. GRAVEL WILL BE CLEANED RED BY
OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS JOIN L. PIERCE PREPAPA ASSOCIATES, P.A.
3-SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. TIE 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A PHONE: [phone] DATE: SEPT 3, 2004
BARRIER.
SCALE: 1"=40' F.B.721 PG. 30+
4-ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, JOB #249441 FILE NAME: WINDSOR PLACE - REVISED
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE OWNER: DEVELOPER:
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. WESTERN BLVD ASSOC. LLC BILTMARK BUILDERS GRAPHIC SCALE
5-AFTER CONSTRUCTION HAS BEEN COMPLETE) THE OWNER WLL PERPETUALLY P.O. BOX 5605 P.O. BOX 5605
MAINTAIN ALL DEVICES THAT CONVEY STORMWATER AND ALL VEGETATIVE AREAS WILMINGTON, NC 28403 WILMINGTON, NC 28403 40 a9 40 a ISO
TO MINIMIZE THE EFFECTS OF EROSION. 910-251-5030 910-251-5030
REF: M.B.43 P.49; K-1476
D.B.1600 P.826
mqd
( IN TEEM )
1 Inch - 40 n• SHEET 2 OF 7

FOOTING
Ile
PLANTING SCHEDULE
H= PLANTING SCHEDULE APPLES ONLY TO VEGETATED SHELF.
SPREAD r TOPSOIL OVER AREAS TO BE PLANTED AND ESTABLISH UNIFORM GRADE
PRIOR TO PLANTING. PLANT ANY TWO
(2) OF THE FOLLOWING SPECIES WITHIN THE
LIMITS OF THE DESIGNATED VEGETATED
SHELF AT A DENSITY NOT LESS THAN ONE
PANTING PER SQUARE YARD:
SCIFNTRTC NINE
Patandro vrginis
COMMON NAME
Mow Arum
soggitarla Ioufala
Arrawhead/Duclt Potato
Mdrapogan vrgrdars
Broansedge
Arrdrapagwn Hllomarotus
Sun%Somwoee
Twho
CeratophylMn OMOsrsum
Caantal
Sdrpus pungens
Common Thus Square
Lamm opp.
Duckweed
Soururus cemuue
Lizard Tap
Hlblscu Toad setes
Marsh Hibiscus
Panteaarle aardato
Pick"weed
Potomogeton pectrwtue
Pond Weed
aryzoWee
outgrown
ss.
Care
Scirpus va due
Soft Stem Bulrush
PaygaNeNm spp.
SmartweW
J.=, eMewre
Soft Rush
Nuphor Iuteum
Spatterdock
Panic" vergatum
Swltchrom
Accrus Nalamus
sweet not
Elodee conoMsis
noterweed
voll- eia anericano
Wild Gary
- Lzonlo aquatics
Wild Rice
12 CAINE 4W OR red IDDND WRE MMM OM
PROMPIND CHANNELS an METAL. POSTS OR FASIBm
TO CODAR an WOOD POSTS WHnl NO. a SrAP1EL
F
I r-
rMNrM
L
LLWIAMOLET NEW(RACK) LIMN
rADNC OR m1LIVAMT SE611® TO WE
WISH METAL QJPS OR USE AT a' aF
GOITER.
MAMMM IEDLM T SWAGE LEVG. MaMK
SOINAINT WHEN THIS LEVIL N RTAOm
OR AS OPemo BY 001130 ATION "Vem .
IM,ITRIL aIAO[
rm� fpJpiN�r�MPRDM A1ELr 13' Or FM MC INTO IMM
��II�III IItJi SOLI NM TAMP GAaaEL
cum e' or WIE NIC THMM
r[TAL OMAI at 4 W MUM ban POSTS AT W
W CanO MAMMAL. ®AR NO WOW POSTS SHOULD
IE Sr a® NMs M.
SEEDING SCHEDlLEONCL DING POND SIDE SLOPES)
SPREAD 4 TOPSOIL OVER AREAS TO BE BMW AM ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED. DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAR STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT SLADE DISC IN MT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4R
MATERIAL APPLICATION RATE
LIME
20R SUPERPHOSPHATE 2600 PQUNOS/ACRE
FERTIJ2ER(10-10-10) 1000 POUNDS/ACRE
APRIL - JAY
BE UDA OfULLLED) 10 POUNDS%ACRE
JANUARY - MARCH
FESCUE, KY-31 60 POUNDS/ACRE
AIR) L 20 POUNDS/ACRE
RYE (GRAIN)
26 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESOIE, KY-31 50 POURS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TALC 300 GALLONS/ACRE
NOTE OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS
NOTE: RYE GRASS OR WEEPING LOVE GRASS SHALL NOT BE USED.
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S° S 000' $0
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PAVING DETAIL
NOT TO SCALE
T /2- RID. -
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is
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I _ 2--0- _ I
N.C.D.O.T. STANDARD 24e CONCRETE CURB & GUTTER
SCALE: 1- - 1'-0-
SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
AREAS TO BE SEEDED 94ALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3- DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'—e- DEEP.
LOOSE ROCKS. ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE 30 THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
IF NO SOIL TEST IS TAKEN, FERTRRER AND LIME TO BE ACCORDING TO SEEDING
SPECIFICATIONS ABOVE IN ADDITION. PROVIDE 15 LBS/1ODO S.F. OF SUPER
PHOSPHATE.
IF SOIL TEST IS TAKER. PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT.
UME AND FERTII2ER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
WRING SEEDBED PREPARATION.
TYPICAL DROP INLET
NOT 10 fr..s
EXISTING ROAD
RAW� i I RAW
CONSTRUCTION
ENTRANCE
PROFILE
(SEE NOTE)
PLAN VIEW
50' MIN.
LENGTH
ri.structlon S. adfIca ions
1. Stone size - Use MSHA Size No. 2 (2-1/Y- to 1-) ar AASITO
dsalgnotion M43, elm No. 2 ( 2-1/2" to 1-1/2"). Use
cashed stans.
2. Length - An of eeUve. but not laws than SO Net.
A ThI:lawas - Not loss Mon six (6) Inches.
4. Width - Not lop than full width of all points of
Ingram or egress. Minimum of 12'.
S Washing - When neosssarA wheals shall be domed to
remove sediment prior to entrance onto public right-of-
woyc When washing is requlred. It shall be done an an
area atabllzed with crushed stone which droins Into on
approved sediment trap or sediment bo ln. AN sediment
Shall be prevented from antarrng any storm drain, ditch.
or watercourse through use of sandbags. gravel. bomb
or other approved methods.
6. Maintenance - The entrance mall be maintained In a
condition Which will prevent tracking Or flowing of
sediment anto public rightr f-ways This may require
periodic top dressing with additional stone our conditions
demand and repair and/or deanout of any meaeLrce used to
trap sediment. AN and' ant. pplled, drappad. washed or
traded onto public right rof-woy must be removed
rmnsdicldy.
STABILIZED CONSTRUCTION ENTRANCE (D-5)
NOT TO SCALE
DEWEY SM INC. 2e X 36-
DETAIL SHEET
e• V-e- PREPARED OF
WINDSOR PLACE APARTMENTS
3• RAD. PHASE 11
,., �., �1/e-RID.
PREPARED FOR
4•
h BILTMARK BUILDERS
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
SPILL TYPE 24 CONCRETE: CURB k GUTTER PREPARED BY
NOT TO SCALE JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: SEPT 3, 2004
SCALE: AS NOTED F.B.721 , PG. 30+
JOB #249441 FILE NAME: WINDSOR PLACE — REVISED
SHEET 5 OF 7

I, JOHN L PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY
ORIGINAL SIGNATURE, UCENSURE NUMBER AND
�SEAL
THIS 3 DAY OF � , 202`
..,,•+uuumnn,
SEAL
L-2596 O� _
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11111111111�`�```
�L.P
LEGEND:
EIS =
EXISTING IRON STAKE
SIS =
SET IRON STAKE
ECM =
EXISTING CONCRETE MONUMENT
SPK =
SET P.K. NAIL
N/F =
NOW OR FORMERLY
R/W =
RIGHT-OF-WAY
M.B.L=
MINIMUM BUILDING LINE
CA -
CENTERLINE
* -
SECURITY LIGHT
PP =
POWER POLE
--E-E-E-=
POWER LINE
CO =
SEWER CLEAN -OUT
WV =
WATER VALVE
FH =
FIRE HYDRANT
SSMH =
SAN. SEWER MANHOLE
TB -
TELEPHONE BOX
EDP =
EDGE OF PAVEMENT
=
TRAFFIC FLOW(EXISTING)
FO =
FIBER OPTIC CABLES
-UC-
= UNDERGROUND CABLE
SF =
SILT FENCE
GW =
GUIDE WIRE
EB =
ELECT. TRANSFORMER
CB -
CATCH BASIN
DI = DROP INLET
RCP-
REINFORCED CONIC. PIPE
E
EXISTING TREES
REF: M.B.43 P.49; K-1476
D.B.1600 P.826
N
ONSLOW INVESTORS LLC
D.B.1308 P.462
ZONED C.U.8-1
USE = OFFICE
CURVE TABLE
CURVE
CHORD BRG
CHORD
I DELTA
RADIUS
ARC
TANGENT
Cl
S88-39.31"W
180.08
1'49'S8'
5629.58
180.09
90.05
C2
S89'43'40"W
30.00
0.18'19"
5629.58
30.00
15.00
C3
N89'58'01"W
30.00
1 0*18'19"
1 5629.58
30.00
15.00
C4
N87'55'47"W
370.22
1 3'46'07'
1 5629.58
370.29
185.21
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39•83 sT0wAlm EASEMENT / MAT C. RAYMOND R. k OTHERS
D.B.1297 P.273
Ul I / M.B.33 P.138
0 I\` / ZONED B-1
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P +44.58
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UTILITY E
(P M.BA33MENT P. 138)
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WINDSOR PLACE APARTMENTS LLC
TRACT 2 M.B.43 P.49
D.B.1874 P.521
ZONED C.U.B-1
USE - APARTMENTS
TWO STORY
APARTMENT
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I II I \ APARTMENT
T m_ �I _
INV. 04
NCSR 1470 - (WESTERN BLVD) - 200'R/W
-T 7
I I
SITE DATA BLOCK:
AREA = 3.98 AC.
EXISTING USE- VACANT
NUMBER OF UNITS = N/A
X OF SITE DEDICATED
TO OPEN SPACE 0
ZONING = C.U. B-1
OWNER: DEVELOPER:
WESTERN BLVD ASSOC. LLC BILTMARK BUILDERS
P.O. BOX 5605 P.O. BOX 5605
WILMINGTON, NC 28403 WILMINGTON, NC 28403
91D-251-5030 910-251-5030
EXISTING CONDITIONS MAP
PREPARED OF
WINDSOR PLACE APARTMENTS
PHASE II
PREPARED FOR
BILTMARK BUILDERS
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: SEPT 3, 2004
SCALE: 1"=40' F.B.721 , PG. 30+
JOB #249441 FILE NAME: WINDSOR PLACE - REVISED
GRAPHIC SCALE
( Di FEET )
1 inch - 40 1L
SHEET 7 OF 7 1