142-00 Oversized Plans

PIPE
AREA
Q10
DRAINAGE
DIA,
DATA CHART
GRADE
LENGTH
Q10
NOTES
( ACRES)
(CFS)
(IN,)
(FT/FT)
(LF)
OUTLET
R/W
-RIGHT-OF-WAY
VEL
- CENTERLINE
l
A
2, 6
7.5
18'
0.01
102
6.5
F. E. S. 8 INLET & OUTLET)
- PROPERTY LiNE
SCOUR PAD eOUTLET
-
WETLANDS NE
\
B
112
3.5
15'
0.004
52
3, 7
F, E. S. E INLET & OUTLET)
O
- LOT NUMBER
1
SCOUR PAD B OUTLET
C
1. 1
312
15'
0,004
52
3, 7
F. E, S. 9 OUTLETj
CMP
- CORRUGATED METAL PIPE
���
7
SCOUR PAD 9 OUTLET
PP
- POWER POLE
SITE
D
4, 4
12.8
24'
0,005
4
j
PB
- PHONE BO
�..) .
l
SCOUR PAD a OUTLET
LP
- LIGHT POLE
�; \
15:>_8
E
0,83
2, 4
15'
0,005
40
3.8
TLETj
ST
-SEDIMENT TRAP
.. ,
SCOUR PAD 2 OUTLET
RCD
- ROCK CHECK DAM
F
0.78
2.2
15'
0,005
40
3,7
F, E, S, 8 OUTLET)
RRSP
- RIPRAP SCOUR PAD
SCOUR PAD a OUTLET
NORTH PER D.B. 992, PG. 442
- PROPOSED ELEVATION
Z 1529
G
0.39
1. 1
15'
0.004
52
2.8
F. E. S. 8 INLET & OUTLET)
O
- PROPOSED PIPE
SCOUR PAD II OUTLET
77
H
0.6
1.7
15'
0,004
52
12
F. E. S. 8 INLET & OUTLET)
- - - -
-- DITCH LINE
\ p
SCOUR PAD 2 OUTLET
-•-
- FLOW ARROW
�,A
I
11 1
312
15,
0,004
54
3.7
F. E. S. 8 OUTLETj
SCOUR PAD 8 OUTLET
J
1, 1
3.2
18,
0.017
60
6.3
F. E, S. e INLET & OUTLETj
ATLANTIC
-
SCOUR PAD 8 OUTLET
OCEAN
`.
K
2.4
5.6
24'
0.01
40
6.0
F, E. S. RR OUTLET]
SCOUR PAD Q OUTLET
L
0.67
119
15'
0,006
52
3,8
F, E, S, L+ INLET & OUTLETj
SCOUR PAD e OUTLET
M
2.7
7,7
18'
0.01
40
6.5
F. E. S. @ OUTLET)
VICINITY'
SKETCH
SCOUR PAD E OUTLET
NOT TO
SCALE
N
0, 84
2.4
15'
0.005
40
3.8
F. E. S. 2 OUTLET)
SCOUR PAD a OUTLET RELEASE SWALE
O 0.58 1, 7 15' 0.005 40 3, 4 F. E. S. 2 OUTLET) TO NATURAL GROUNDELEV25Ot
. . SCOUR PAD 2 OUTLET
P 1, 7 4, 9 18, 0.005 40 4.5 F. E. S. 8 OUTLETj
SCOUR PAD e OUTLET /
Q 2,6 7.5 24' 0,005 40 5.0 F. E. S. e OUTLETj -
SCOUR PAD a OUTLET TIC
R 1.6 4, 7 18, 0.004 52 4, 1 F. E. S. 8 INLET & OUTLET) CON�NU OF
SCOUR PAD a OUTLET VOR SHEET Z i i 11 ; \\
S 0.5 1, 4 15' 0.006 52 3,5 F. E. S. e INLET & OUTLET) APPROX. RUN OF A BRANCH j o SEE \ \
SCOUR PAD 8 OUTLET (RUN IS ACTUAL E) ' 49
Q=CIA APPROX , i 46 r
I10=7. 17 In. /Hr. FLOOD FOR CONTINUATION , / - CONTINUATION
ALL PIPES REINFORCED CONCRETE PIPE ( RCP) LINE SEE SHEET 2 OF 1'� I r O r ` 1 II -- SEEE SHEET 2 OF 11,
F. E. S. = FLARE END SECTION I I , r 0 i , 80
( PIPE LENGTH DOES NOT INCLUDE F, E, S,) \12 \ I r INV.`�
/ r 6.0 v v �v 20'
0 / EST y 7.9 v F v ,
29 / r I SWALE `\ \ \•� r I I / , i , r
122
27.0
SWALE
----
/
101
ON CI
/ 1 v` v�Eg INV r
C IN r I I I I
v R/�32 44 r r � ._ � 1v 1 v '� ` BL 60
7
1�/� 20.
25.3-__•. ,�"."�,' 28\ .-•»16,"....- -- 3. WETA
10 LINES
TYP. \ 24.
--
--
`A , A ALE
C8.2 43
OUT SWALE , I V. OUT
31.5 \ \ / 98 20.7� I I \ ,
SWALE
I I '•�. Q T 2
1 OUT
25.0
\ \ \ 33.0
TO NATrilR L GROUND
I v` � T S � , I t vv , i v v �� v t � ` v v` I )1 I t r I• _' ' I I I
E V. 1�
\ \ 7 ` \ __ _ ` i / \\ ) \ \ \ I I
ST 2t \ t
34 � `,, \ \ \ 97 I , _ i `•\ \ � \ � I Ir
1 \ 1 26.8 \ / Q \ \ \ \ \ , .8 I t I tr, r ' ,l r'' , / ! \ \ EROSION AND SEDIMENTATION CONTROL NOTES:
1 I 6.8
1. GENERAL
r SWALE 1/�,r, \ \ \\ WAL 25. TLANpS rr r „ -- A. Construction octivities shall not extend beyond grading limits.
II I /' v ^M ( 84 I v W LINE' , 1 „ , __
I : \ \ � \ \ \ I � r r � - _--- Grading limits extend to 15 ft. each side of road right-of-way
_ ---- v v A I ��� A v i I / , ---
t _ - 26.8 41 % \ \ i I ` ` - _ '- ST 2 1 r r rr ' ' ' (total grading width along rood - 80 ft.) Maximum grading width
�\ \ ST /
r R 36 WALE 30.0 \ / \\ \ _/ r r , I / r r t r r r '�
S INV. '' at outfoll s�ra4ee ,,r 30 feet.
O ® INV. OUT j `"\ IN IN 22.9 /"'� r/ ,',;'�` B. No work shall take place in areas identified as 404
' r 27.2 /I `� v v ,) / !,r , �� / Wetlands.
r r (, O �� r ® \ -.�f I W \ \ 1 ST 3:1 / ; ' / i / • ' C. Contractor Is r ) I i / � / responsible for maintaining all erosion
, �• ,,� , , r , control measures and shall amend measures as required to
O ®� 8 \ --- - ` I / , ' ' / / i /i' , " Prevent accelerokr err, l r, xr�ar4i ' i )ng P3a-a on thi=
Q93
7. T , , ," a f _ D. Temparory liner rxo4t ,a and outfoll awales shall be C�i'fix
Blankats by the American Excelsior Company installed in
�U` ,� E \ \ \ ` ` Sltf'f4 / ,� / �� / ! accordance with manufactures recommendations. All 3:1 outfoll
�\ \ - \` \2 fiYP ' ' ' ;' ; ,' awales shall have temporary liner.
INV v �. P Y
28.3 ii - r' r' , 2. CONSTRUCTION SEQUENCE:
86 91 r' i i ' constructor. P beginning
A. Notify Engineer and Owner prior to be innin
28.0 T. j SWALE 28.3 Cr O I , i '� I i
' f \ I I) i t r is / ,
3.1 SWALE j SWALE `� C \ \ '�` �� 1 t 1 i I ,/ i / r ,' B. Install stabilized construction entrance.
SWALE \ '
LEWIS WAYNE PARKER_ \\ \•• 1 INV. IN i \` \� -----' % �`` `'--- z \��` \\ o I' 1�28 ''/ Jr , i LEA WALE C. Rough grade street profiles. Install permanent
D. B. ¢$4, PG. \\ �\ \ `\ 89 -- - ' 8,5 j ' i i / I 1 III ri ,) i i, r ' E IN 2 A GRBURD roadside and outfoll awales and associated erosion control
88` ` R ' ' ' i r + features such as sediment traps, rock check dome, and rip rap.
1 ` ' �' �' ' l / " ' ) / r / ' D. Construct storm drainage tea and rip rap scour ads
\ _ .`\ �\ •••� _ 30. •"�....•� RCD � % `� `� � -- �' , ----_=�,�--f , ,�,' �/ �i// t / �i ) rr r rl , 9 pipes P P P
/ , -- / where indicated.
I Y. OUT j � �\ \ i ' , ,' ,• / ,' � - " � � , i ' / r r l r
27. , , - - _ _ _ _ _ y - E. Install underground / 87 1 � 1 , , , / �� , , � � / � / r r glround utilities.
\ �y -� \ ~\� / / 0• - -- ' ,� / r , / F. Construct stone base and paving for roads.
SEDIMENT TRAP CHART \ \ ��` \ 280 1 INV. IN 1 \ \ ® s / !�."%% 28.5/ `�i�-__ , ,' , /� / / r / / G. Seed and mulch or otherwise stabilize all disturbed
\ \ �--i / r i Er A7 / i
SEDIMENT DISTURBED VOLUME SIZE \ \ 1'j 20' / 27.3 \ \ \ \ f W ,- , / , ,
I ALE ® ••r'� / r 1 , , , ; areas within 15 working days of completing
AREA (ACRES) (CUBIC YARD) CLENGTHxWIDTHxDEPTH> N I \ \ `\ �r `\ ` r--r-~ ' ' , _ -� EL , 9 Ys peting any phase of
)RAP ` RCD ® I ` ' i '/ / ' '' H. Enlarge, ome�nd and maintain sedimentation control
#1 0. 24 20 20' Lx10' Wx3' D �\ I \ \ \ \ ` ' I r'9
t v � It�ti/t QUT �_ `�.., 1 r v 3 .0 � ,� v I l r r ! r r . r r ,
#2 0.24 20 20' LXIO' Wx3' D \ r ` 26.1 __ ! x _ ` __ i I r , r !. / / r measures as needed for revised watershed conditions and
#3 0, 35 25 25' Lx 10' Wx3' D I `4 ® 9.9 I I r , , , / ,' / r
i t ti •�` , / / r effective restraint of off -site sedimentation.
#4 0, 35 25 25' Lx10' Wx3' D I t \ ,,,y' \'/ 3. SEEDING SPECIFICATIONS:
#5 0, 32 25 25' Lx 10' Wx3' D ( I INV. OUT ` •• �'" - \ WA ,' ; /' ' ' !r ' �' ,r / ,' Apply Lima and fertilizer and work into seed bed. Seed
~---�/, /g ' mixture shall be distributed uniforms and covered with a
#6 0, 50 40 40' Lx10' Wx3' D \ EXISTING DIT \ �\ \ \`.\� 27.1 t ` ® / \\ ,� , / Y
\ \ , , / _ - _ _ clean straw mulch. Where slopes exceed 41f,, asphalt tack.
#7 0. 29 20 20 Lx10 Wx3 D \ TO REMAIN' \ \ \ \ I _ IN ' ` '' ,' ' ' ' ! ` -
\ \ , , shall be applied. Material and application rates as
#8 0, 21 15 20' Lx 8' Wx3' D i 7.3 / / �`
1 \ \ � \ \ 2 \ , r i r &OOD
X.`� ' � /_ZONE $ / follows:
#9 0.21 15 2O'Lx 8'Wx3'D I \ \ \ r 3:1 SW WAS 30.0 ' , ' , ', i ! ',' , ' �! ! MATERIAL APPLICATION RATE
# 10 0.33 25 25' Lx IO' Wx3' D \\ \\ \ \\ \ ' 132 131 130 , / ,' - ;'LNiE
#11 0. 22 15 20' Lx 8' Wx3' D ,- '` ` ` '` t / '- , Lima 1000 Ibs/ac
/ Fertilizer (10-10-10) 800 Ibs/ac
*Rebiel" Fescue
# 12 0. 18 15 20' Lx 8' Wx3' D ` \\ \ _ - f ' ' ' " ' / ! ' - - - - `• t - -- - - Common Bemwda 100 Ibs/oc
1 TYPE,2 v 135 133 ! /i / �' /'', r '�
\ \ 1 L---'' , , , ,
#13 0, 46 30 30 Lx10 Wx3 D RELEASE WAC� T I - __ __ / , , ! , �' `�`\ ' r Unhulied Sept. -Aril 1 25 Ibs ac
�i i RCD \ --- _ `l \ / \O 134 i �, / / , i - _ `\ i i Mulch P ) 1.5/tons oc
# 14 0.35 25 25 Lx 10 Wx3 D � � ISTiNG DITCH LLV I \ O r �, / � / / � � I � /
#15 0, 16 15 20' Lx 8' Wx3' D Qt. PLAC 20\S.Y'i
#16 0. 32 25 25' Lx10' Wx3' 1) AP AT`/ DI�CCi ` 27.8 , _ - J,' / / ✓! / ' \ t
INTERSM I
# 17 0, 36 25 25' Lx 10 Wx3' D � i �` ISLAND
#18 0, 46 30 30' LxlO' Wx3' D TW 20'
#19 0, 46 30 30' LxlO' Wx3' D
' /
#20 0. 31 25 25' Lx10' Wx3' D,CDC INV. ` i \ ' 1 SEE PRELIMINARY PLAT FOR
� � RESERVED�
#21 0.21 15 20 Lx 8 Wx3 D \-,?LL�9 _. yyN�� / , r
#22 0,23 15 20' Lx 8' Wx3' D R �� �- ;8Y 0 EX. INV) ' ' ' 1 ,' _ ,' /'- ", ' PROJECT BOUNDARY INFORMATION.
#23 0,25 20 20' Lx10' Wx3' D /W \� �' a / / Q �� I APR % 2000 2) AT ALL INTERSECTIONS -
�� J ' v ' ,' RICHARD DEAN I ,
#24 0,25 20 20 Lx10 Wx3 D a ST 1 RESERVED / �. \ \ - - HARDISON - 20 RADIUS AT ALL RIGHTS -OF -WAY
#25 0, 34 25 25' Lx10' Wx3' D EX. INV.BY OWNER ��yr`' e�` \\ ' // D.B. PG,
AND 30' RADIUS AT ALL EDGES OF PAVEMENT.
#26 0. 39 30 30' LXIOWx3' D /
#27 0.43 30 30 Lx10 Wx3 D DIVISION OF
#28 0.43 30 30' LXIO' Wx3' D EX. INV. �1 � I ; I r COASTAL MANAGEMENT
26 3 x x 20 20' L 10' W ' D 20.70 INV OUT ��� ��` 001
#29
V.
#30
0.26
20
20' Lx 10' Wx3' D
#31
0,20
15
2O' Lx B' Wx3' D
#32
0,20
15
20' Lx 8' Wx3' D
#33
0,20
15
20' Lx 8' Wx3' D
#34
0,20
15
20' Lx 8' Wx3' D
#35
0,20
15
20' Lx 8' Wx3' D
#36
0119
15
20' Lx 8' Wx3' D
#37
0.19
15
20' Lx 8' Wx3' D
#38
0.20
15
2O' Lx 8' Wx3' D
#39
0,27
20
20' LXIO' Wx3' D
#40
0.57
40
40' Lx 10' Wx3' D
#41
0,57
40
40' Lx 10' Wx3' D
#42
0.12
10
20' Lx 5' Wx3' D
#43
0.12
10
20' Lx 5' Wx3' D
#44
0.25
30
30' Lx 10' Wx3' D
#45
0.25
20
20' Lx 10' Wx3' D
#46
0135
25
25' LxIO' Wx3' D
#47
0,32
25
25' LxlO' Wx3' D
#48
0,39
30
30' LxIO' Wx3' D
#49
0.35
25
25' LxIO' Wx3' D
#30
0.24
20
20' LxlO' Wx3' D
#51
0,55
40
40' LxlO' Wx3' D
#52
0,52
40
40' LxIO' Wx3' D
#53
0.25
30
30' LxlO' Wx3' D
DESIGN STANDARD - 66,7 C, Y. PER DISTURBED ACRE
NOTES,
1, LENGTH AND WID`IH DIMENSIONS ARE AVERAGE BETWEEN
TOP AND BOTTOM
IREV. 03/31/00-KHW-ADDED OUTLET VELOCITY TO CHART
\�
STABILIZED
MATCH EXIST.
CONSTRUCTION
W
PAVEMENT R/
ENTRANCE ELEV. 26.9t INV. IN
F 13 24.0 �
/�r O�kST M!
t T A, C E ROgO (�cOLD \ \
key Pp 15,0 R
so � R INT Ro
4 ADS
NOTE:
CONTRACTOR SHALL VERIFY LOCATION OF
EXISTING UTILITIES AT ENTRANCE PRIOR TO
BEGINNING CONSTRUCTION. COORDINATE REMOVAL
AND/OR RELOCATION OF EXISTING FENCE, PIPE,
LIGHTING, AND LANDSCAPING W/ OWNER.
GENERAL GRADING, DRAINAGE, EROSION AN
SEDIMENTATION CONTROL PLAN
CREEKS EDGE
STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA
F4B;_
•••, P & P HOLDINGS, LLC
,w�. •� ASS 4
131 ROGERSVILLE ROAD
a ZQ O WILMINGTON, NORTH CAROLINA 28403 -
O
GRAPHIC SCALE: 1 "-100'
DATE: 03/29/00
PRINTED_%z- `' • E 50 100
/� •• 0 200 300
�� k SCALE: 1 "-100'
g,� �� � , . INC FEET
Ll'.ND SURVEYORS LAND PLANNERS
P O BtvX 978 JACKSONVILLE NC 28541-097,g Parker & Associates, Inc. spina xorizoas _
FIELD BOOK: MARINERS CO\E, PG. 8-15 Consulting Engineers - Land Surveyors - Land Planners
DISK NAME: ACAD 537C P.O. Box 976 - 306 New Bridge Street
FILENAME: CKEGGENI.DWG WI. yw Jacksonville, North Carolina - 28541-0976
JOB NO.: S990831-2669 SHEET 1 OF 13 phone [phone] - Fax [phone]

\ _ WILLIAM G. LANKAS�
\ D.B. 953. PG.'
l \
r
i r
Ili
_ WILLIAM iL NK S
\ D.B. 652 F' �4 2
LOT 11
= is
J.E. PARKER HEIRS
— DIVISION (PHASE TWO)
M.B. 22, PG. 51 j
LEWIS WAYNE PARKER
D.B. 684, PG. 5-51
li
575 ORW/
AEC
—LENS WAYNE PARIZfR
D.B. 684. PG. , V -
APPROX. RUN OF A BRANCH
(RUN IS ACTUAL E) 2
SEE SHEET 1 C+F 1
' REV. 06/30/00-KHW-REV. 575' AEC PER CAMA REVIEW
NORTH PER I D.B. 9 22. PG. 442
FOR CONTINUAiwn
SEE SHEET I OF 1-1
FIELD BOOK: MARINERS COVF, PG. 8-15
DISK NAME: ACAD 537C
FILENAME: CKEGGEN2.DWG KHW
JOB NO.: S990831-2669
LEGEND:
R/W
- RIGHT-OF-WAY
C
- CENTERLINE
F
- PROPERTY LINE
—
-- WETLANDS LINE
O1
- LOT NUMBER
CMP
- CORRUGATED METAL PIPE
PP
- POWER POLE
PB
- PHONE BOX
LP
- LIGHT POLE
ST
- SEDIMENT TRAP
RCD
- ROCK CHECK DAM
RRSP
- RIPRAP SCOUR PAD
- PROPOSED ELEVATION
- PROPOSED PIPE
----
- DITCH LINE
-•�- -
- FLOW ARROW
j
APPROX. R�N/ OF PERSIMMON
BRANCH T /RUN IS THE
ACTUAL/
I.
r t
i
f
7
(
SI TE
1528
7S
/
Z 1529
\7_�0
1
7'p
ATLANTIC
OCEAN
j
m 575' ORW AEC
O
�Z
VICINITY SKETCH
NOT TO SCALE
lam. z ` o
CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS'
P 0, BOX 976 JACKSONVILLE NC 28541-0976
•et,e,etn c•ese��F.
TO�. p'
nlk-
JUL 0 3 2000 1
•
DIVISION OF
COASTAL MANAGEME
GENERAL GRADING, DRAINAGE, EROSION AND
SEDIMENTATION CONTROL PLAN
CREEKS EDGE
STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA
FOR:
P & P HOLDINGS, LLC
131 ROGERSVILLE ROAD
WILMINGTON, NORTH CAROLINA 28403
DATE: 03/29/00 GRAPHIC SCALE: 1"=100'
11 �� 0 50 100 200 300
/ SCALE: 1 "=100' FEET
Parker & Associates, Inc.6 xor;.,
rJ Consulting Engineers - Land Surveyors - nand Planners
P.O. Box 976 - 306 New Bridge Street
Jacksonville, North Carolina - 28541-0976x
SHEET 2 OF 13 Phone [phone] - Fax [phone]

PRECAST CONC. COLLARS
SET TOP 1" ABOVE VALVE BOX TOP
VALVE BO COVER
12" M
\ ;?}day".. '.t
'r':�x ;`�;•� \ \ ..!... l
TAMPED EARTH
THREADED COUPLING
FOR CAP OF
2" CAP
VALVE BOX
BLOW -OFF
2" PIPE
24" LONG 2" BRA
2" PVC
PIPE NIPPLE
2" CI 90'
WATER
BEND
(THREADED)
#67 STONE
CONCRETE
2" GATE VALVE (IRONY BODY)
BLOCKING
NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE,
2" BLOW -OFF ASSEMBLY DETAIL
NOT TO SCALE
MUELLER CENTURION MODEL
\ A 421 FIRE HYDRANT WITH
1-4 1/2" PUMPER NOZZLE
AND 2-2 1 /2" HOSE NOZZLES
O }, ALTERNATE LOCATION
J VALVE AND VALVE BOX
REINFORCED CONCRETE
COLLAR 18" x 18" x 6"
2„ TYPICAL PAVEMENT
1 1 /2"
__ r-_1
r T Uj
Z l
:2n 1 j DEWEY BROS. VBX-TE-100
�= o
VALVE BOX OR APPROVED EQUAL
� 0 � _ 5 �0
�� 6" GATE VALVE
�
0037 40 0
aITLI Lm
I11 III
III DUCTILE IRON PIPE
Iii III
M.J. LOCKED HYDRANT TEE OR TEE
WITH APPROVED PIPE RESTRAINT
M.J. LOCKED HYDRANT
ADAPTOR OR APPROVED PIPE
MIN. OF 3 CUBIC FEET OF WATER MAIN BURIED AT SUFFICIENT DEPTH
CRUSHED STONE FOR DRAINAGE TEE TURNED DOWN, OR BENDS INSTALLED
AS REQUIRED TO MAINTAIN VERTICAL
-CONCRETE THRUST BLOCK PLACED SEPARATION AT DITCH
AGAINST UNDISTURBED EARTH
TYPICAL FIRE HYDRANT WITH DITCH CROSSING
NOT TO SCALE
APPROX. RUN OF A BRANCH
(RUN IS ACTUAL F)
APPROX.
FLOOD FOR CONTINUATION
LINE SEE SHEET 4 OF 0
12
6" WATER 20'
\ 1 29
1
\ 3' TYP.
11 1 31
PLOVER CIRCLE
2 B.o.
50 R W
30
18'
i
I
WETLANDS \ 8LA1 '
LINE n '
(TYP-)\ \ 10 Z G V.'S
r
I
CD
I
NO : ALL BLOCKING TO BE 2500 LB. CONCRETE.
TYPICAL BLOCKING DETAILS
I
LEWIS WAYNE PARKER-
D.B. 684, PG 559
I
CONCRETE THRUST BLOCKING SCHEDULE
coVCR BENDS VERTICAL BES
CS
FITTING
SIZE
BLOCKING AREA (SQ. FT.)
MIN. CU. YDS. CONCRETE
MIN. CU. YDS. CONCRETE
TEE
90'
45'
22 1 /2'
TEE
90,
45'
22 1 /2'
90'
45'
22 1 /2'
4"
0.8
1.2
0.7
0.3
0.13
0.13
0.13
0.13
0.7
0.4
0.3
6"
1.9
2.7
1.5
0.8
0.13
0.13
0.13
0.13
1.3
0.9
0.5
8"
3.3
4.8
2.5
1.3
0.13
0.13
0.13
0.13
2.5
1.7
0.9
10"
5.2
7.3
4.0
2.0
0.13
0.3
0.13
0.13
2.5
2.8
1.5
12"
7.6
10.6
5.9
2.9
0.3
0.4
0.3
0.13
5.6
4.0
2.1
16"
13.3
18.9
10.2
5.2
0.5
0.9
0.4
0.13
9.8
7.1
3.7
18"
22.5
32.8
17.3
8.9
SM Areas of blocking and approximate yards of concrete in the above table are based on the
following data: 2000# soil pressure and test pressure at 150 p.s.i. (blocking area subject to
change based an varied soil conditions and shall be done so at the direction of the Engineer).
6" TEE35
6G.V.I
CD16- WATER
TYPICAL PAVEMENT
1 1/2"
CAST IRON METER BOX LID
DEWEY BROTHERS MBX-1 OR EQUAL
3
3/4" P.E. PLASTIC, 5/8" x 3/4" METER TO BE 2'
3406 SDR9 INSTALLED BY ONSLOW CO.
3/4" BRASS CORP. COCK
A_.�.
MUELLER THREAD NO. H 15008 Z
NEOPRENE GASKET 3/4" x 5/8" METER YOKE
CEMENTED IN PLACE a WITH LOCK WING METER STOP ORTH PE D.B. 9�2, PG 442
N MUELLER NO. H 14008-99010
TEMPORARY PLUG
CONNECTION TO UNIT BY OWNER
WATER MAIN
TYPICAL TAPPING CLAMP FOR NOTE: METER BOX TO BE
SMALL DIAMETER PIPE SUPPORTED ON BRICK OR BLOCK.
WITH 6" #67 STONE BASE.
FOR ADDITIONAL INFORMATION
SEE SPECIFICATIONS.
TYPICAL WATER SERVICE CONNECTION WITH DITCH
NOT TO SCALE
3' TYP. 33
TYP.
O
LOU
EO
ml
U A�
FOR �EE N OF tt
sEE �
/16' CROSS
3-6" G.V.
86
20,
RESERVED
\ \ BY OWNER
6"-45'
D
BY OWNER
0\°
\ oe
I
F0CkST N
U kE, • S �• R 756"TAPPING
REVERSE78)
Y! SLEEVE W G.V. ROAD BORE
64 11VT RQ 40 STEEL F CASING A EXISTING 6" R +6
A D ) COUNTY W /w
/ MAIN
ROAD
STORM DRAIN
STABILIZE WATER MAIN AND STORM LESS THAN 12"
DRAIN CROSSING WITH STONE
ONE JOINT DUCTILE IRON WATER
CENTERED UNDER STORM DRAIN
PVC WATER
7 o • • D.I TO PVC ADAPTOR
WATER AND STORM DRAIN CROSSING DETAIL
NOT TO SCALE
( WHERE SEPARATION IS LESS THAN 12" )
WETLANDS 107
LINE
(TYP. /
79
1
3' TYP. 81
PRECAST CONCRETE COLLAR
LEGEND
R/W
-
- RIGHT-OF-WAY
(IF NOT IN ASPHALT)
C
- CENTERLINE
(IN ASPHALT, VALVE BOX TO MATCH ASPHALT GRADE)
Q
- PROPERTY LINE
LF.
- LINEAL FEET
G.Y.
- GATE VALVE
F.H.
- FIRE HYDRANT
P.T.
- PLUG TAPPED
B.O.
- BLOW -OFF
- WATER LINE
CAST IRON VALVE BOX
- - - -
-- WETLANDS LINE
DEWEY BROS. VBX-TE-100
OR APPROVED EQUAL
1
-LOT NUMBER
CAST IRON GATE VALVE
• •
FOR CONTINUATION
SEE SHEET A of
102 20 WETLANDS
LINE
3' TYP. 122 (TYP.)
O.. 119
99 6 WA R
1 /
2" B.O. CDCIRCLE
BL HERON I
6" TEE
50R/W 1 2-6" G.V.'S 123 WATER a: SEWER NOTES
1
I 1. POTABLE WATER SUPPLY TO BE COUNTY OF ONSLOW.
10' 18 _ - - - 2. LOTS TO BE SEWERED BY INDIVIDUAL SEPTIC TANK.
_ - 3. LOCATION OF EXISTING WATER MAIN IS APPROXIMATE AND SHALL BE FIELD VERIFIED
PRIOR TO COMMENCING WORK. ANY DISCREPANCIES SHOULD IMMEDIATELY
98 3' TYP.I BE POINTED OUT TO THE CERTIFYING ENGINEER AND THE ONSLOW COUNTY
WATER WATER DEPARTMENT.
6" P T 2" 4. AS OF JANUARY 1, 1986, ANYONE DIGGING WITH MECHANIZED EQUIPMENT IN
6 TEE
124 �
95 1 O HIGHWAY RIGHT-OF-WAY, PRIVATE UTILITY EASEMENTS, OR PUBLIC SPACES WILL BE
REQUIRED BY NORTH CAROLINA LAW TO GIVE NOTICE OF THE PROPOSED EXCAVATION
TO ALL THE EXISTING AREA UTILITIES AT LEAST 2 WORKING DAYS BEFORE
STARTING TO DIG. THE UTILITY OWNER IS TO LOCATE ITS FACILITIES IN THE
96 AREA OF THE PROPOSED EXCAVATION. UTILITY MEMBERS OF ULOCO CAN BE
97 I CONTACTED AT 1-800-632-4949.
I 5. ALL WATER MAINS TO BE P.V.C. ASTM D-2241, ASTM D-1784, ASTM D-1869, 200
P.S.I. PRESSURE RATING, EXCEPT D.I. CLASS 50 WHERE INDICATED.
94 WETLANDS 6. WATER MAINS SHALL BE BURIED TO A DEPTH OF 30-INCHES UNLESS OTHERWISE
125 NOTED.
LINE 7. CONTRACTOR SHALL NOTIFY THE CERTIFYING ENGINEER AND THE ONSLOW COUNTY
WATER DEPARTMENT AT LEAST 48 HOURS PRIOR TO COMMENCING ANY WORK,
INSPECTIONS, SAMPLING AND PRESSURE TESTS.
8. CHLORINATION AND PRESSURE TESTS REQUIRED IN THE PRESENCE OF THE
i CERTIFYING ENGINEER AND THE ONSLOW COUNTY WATER DEPARTMENT.
9. CONTRACTOR SHALL FURNISH NEGATIVE BACTERIAL ANALYSIS RESULTS AND 24 HOUR
93 / CHLORINE RESIDUAL RESULTS TO THE CERTIFYING ENGINEER FOR FINAL
ACCEPTANCE.
10. CONTRACTOR SHALL MAINTAIN COMPREHENSIVE (DEPTH AND HORIZONTAL LOCATIONS)
' / \ FIELD "AS-BUILTS" FOR ALL INSTALLATIONS AND SUBMIT THEM TO THE CERTIFYING
ENGINEER AND THE ONSLOW COUNTY WATER DEPARTMENT.
11. WATER SERVICES FOR ALL LOTS ARE TO BE INSTALLED BY THE CONTRACTOR. THE ONSLOW
\ / COUNTY WATER DEPARTMENT WILL INSTALL METER AT A LATER DATE ON AN AS -NEEDED
BASIS. SEE PLAN DETAIL.
90 g 12, ALL CONSTRUCTION WITHIN D-O-T RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE
91 NCDOT REQUIREMENTS. D-O-T- OFFICIALS SHALL BE NOTIFIED 48 HOURS PRIOR TO
126 COMMENCING WORK WITHIN THE RIGHT-OF-WAY.
O 6 WATER 13. ALL WATER INSTALLATION MATERIALS AND PRACTICES SHALL MEET THE COUNTY OF
ONSLOW 14. LL SPECIFICATIONS.
DISTURBED BEDAREASTO BE SEEDED OR STABILIZED WITHIN 15 DAYS OF
/ �� `•� / COMPLETION OF WORK.
15. FOR OTHER DETAILED CONSTRUCTION INFORMATION, SEE PLAN AND PROFILES,
r� / DETAIL SHEETS AND SPECIFICATION.
ZONE A7 16. WATER MAIN SHALL BE CONSTRUCTED AT 3 FEET FROM PROPOSED EDGE OF PAVEMENT.
/ 3' TYP. (EL 7)
6 F.H.
6" TEE 128
6" G.V. 129 `
APPROX.
i ZONE B FLOOD
132 131 130LINE
i
WETLANDS
LINE
APR 17 20oo
RICHARD DE AN
HARDISON - DIVISION OF
D.B. M PG ' L
COASTAL MANAGEMENT
60' R/W
Z TURKEY POINT RD.
N.C.S.R. 1529 EXISTING 6" WATER
6" TAPPING SLE c,-
EXISTING
ROADSIDE Z m �- WITH G.V.
DITCH
10'
0 2- 90' BENDS
6" WATER
12 STEEL CASING
40 L.F. 12" DIA.
STEEL CASING
REVERSE TAP BORING DETAIL
NOT TO SCALE
NOTE:
REVERSE TAP MAY BE ELIMINATED IN LIEU OF
DIRECT TAP DEPENDING UPON ACTUAL FIELD
CONDITIONS WITH COUNTY APPROVAL.
FIELD BOOK: MARINERS COVE, PG. 8-15
DISK NAME: ACAD 537C
FILENAME: CKEGGENI.DWG KHW
JOB NO.: S990831-2669
CAROB fy,
c1110�
,.
1\
SHEET 3 OF 13
WATER PLAN
CREEKS EDGE
STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA
FOR.
P & P HOLDINGS, LLC
131 ROGERSVILLE ROAD
WILMINGTON, NORTH CAROLINA 28403
DATE: 03/29/00 GRAPHIC SCALE: 1"=100'
0 50 100 200 300
SCALE: 1 "= 1 00' FEET
Parker & Associates, Inc. ping Hori.,
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 306 New Bridge Street
Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]

LEGEND:
R/W - RIGHT-OF-WAY
\ I
WILLIAM G. LANKAS
\ D.B. .93 PG 083
I
\ APPROX. NORTHERN BANK OF
A SLOUGH (RUN OF SLOUGH
\ \ IS THE ACTUAL E)
AEC
ORW
AEC \
I \
— WILLIAM G. LANKAS — \
\ D. B. 5,5, P G 4-ZZ
I
LOT 11
J.E. PARKER HEIRS \ —_
— DIVISION (PHASE TWO)
_\ M.B, 29 PG 83
_ LEWIS WAYNE PARKER
D.B. Iz$4. PG 55,2
_LEWIS WAYNE PARKER_
D.B. 684. PG 55
1
APPROX. RUN OF A BRANCH
(RUN IS ACTUAL IE)
m
3
z
w
co
w
Y
v
i
cn
iZ
w
w
Q
FOR CONTINUAIwro
SEE SHEET .1 OF 13
APPROX. EASTERN BANK
OF TURKEY CREEK (THE
BANK IS THE ACTUAL T-)
NORTH PER ID.B. 992, PG 442
CONTINUA l I�
roe
SHEET ;I OF 13
C
- CENTERLINE
e
- PROPERTY LINE
L.F.
- LINEAL FEET
G.V.
- GATE VALVE
F.H.
- FIRE HYDRANT
P.T.
- PLUG TAPPED
B.O.
- BLOW -OFF
— —
- WATER LINE
—
-- WETLANDS LINE
O-
LOT NUMBER
FIELD BOOK: MARINERS COVE, PG. B-15
DISK NAME: ACAD 537C
FILENAME: CKEGGEN2 KHW SHEET 4 OF 13
JOB NO.: S990831-2669 669
APPROX. RUN OF PERSIMMON
BRANCH (THE RUN IS THE
ACTUAL R)
WATER PLAN
FOR:
s.
A -
.P� °i.►raaa,.oha�''
®� CE EVE
APR 17 Moo `o.
DIVISION OF
COASTAL MANAGEMENT
CREEKS EDGE
STUMP SOUND TWP.. ONSLOW CO., NORTH CAROLINA
P & P HOLDINGS, LLC
131 ROGERSVILLE ROAD
WILMINGTON, NORTH CAROLINA 28403
DATE: 03/29/00 GRAPHIC SCALE: 1"=100'
0 50 100 200 300
SCALE: 1 "=100' mmmmi
FEET
Parker & Associates, Inc. piU9 Horl
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - 306 New Bridge Street
Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]

CHANNEL
TOP
0
B L` #67 STONE
A J, A
SPLASH 1 1/2D
APRON
CHANNEL
BOTTOM
B
TOP of PLAN VIEW
CHANNEL 6„
W = VARIES
1/2 W
1/2 D
W = CHECK DAM WIDTH
D= DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE
6"-
NEL TOP
I
(CHANNEL
1 1 2D
dm dm
CHANNEL CL
BOTTOM
SECTION A —A
LINE SPOILS
WITH RIP RAI
FOR SPILLWA)
12"
—j-
1/2D
D
FLOW
4" MIN
767 STONE
SECTION B—B
NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS.
FORTIFIED ROCK CHECK DAM
NOT TO SCALE
TOP OF TRAP
SPILLWAY BERM
OF SPOILS BERM
(24" MIN.)
6" DIA. RIP RAP LINED
SPILLWAY BERM
SPOILS BERM
2' MIN. TOP OF CHANNEL/
EXISTING GROUND
EXISTING FLOW INVERT OF CHANNEL
GROUND ........�MAP
.................. .
12" MIN. ? ENT D
ME
SEDIMENT TRAP TO BE
PERIODICALLY INSPECTED AND
RIP RAP APRON REPAIRED TO INSURE
DIMENSIONS ARE MAINTAINED.
TEMPORARY SEDIMENT TRAP
WITH DISCHARGE- TO NATURAL GROUND
TYP E 2
NOT TO SCALE
SLOPE
SLOPE LENGTH (FT.)
<2%
100
2 TO 5%
75
5 TO 10%
50
10 TO 20%
25
>20%
15
REF: EROSION AND SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL, D.N.R.C.D. 1988.
NOTE: BURLAP SHALL
NOT BE USED.
DIRECTION OF
RUN OFF FLOW
00 F
spf ' T q
NO � SrePic
p s� c0/yR f � FenNc
S RpgpS
MINIMUM 2" x 2" x 48"
WOODEN POSTS OR OTHER
APPROVED MATERIAL
WELDED WIRE MESH
J
NOTE:
SPACING FOR WOODEN
POSTS SHALL BE:
1) 10 FEET MAXIMUM
WITH WIRE MESH
OR
2) 6 FEET MAXIMUM
WITHOUT WIRE MESH
WOODEN POST -
WELDED WIRE MESH a
BACKFILL ~
EROSION & SILTATION N
CONTROL FABRIC GROUND LINE
/
24" MIN.
12" ��//�� ',/ �% EXTRA DEPTH REQUIRED
FOR NON —STABLE SOILS
SECTION VIEW
TYPICAL INSTALLATION OF SILT FENCE
NOT TO SCALE
ROCK CHECK
DAM
FLOW
U
TOP OF CHANNEL
VARIES
VARIES
INVERT OF
CHANNEL
FLOW
NOTES:
1. SEE SEDIMENT TRAP CHART FOR MINIMUM STORAGE VOLUME AND TRAP
DIMENSIONS FOR SPECIFIC LOCATIONS.
(TYP E 1)
TEMPORARY IN CHANNEL .SEDIMENT TRAP
NOT TO SCALE
1
>3
VARIES (SEE PLAN)
SWALE DETAIL
NOT TO SCALE
`3
EXISTING ROAD
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction Specifications
1. Stone size — Use MSHA size No. 2 (2-1/2" to 1") or AASHTO
designation M43, size No. 2 ( 2-1/2" to 1-1/2"). Use
crushed stone.
2. Length — As effective, but not less than 50 feet.
3. Thickness — Not less than six (6) inches.
4. Width — Not less than full width of all points of
ingress or egress. Minimum of 12'.
5. Washing — When necessary, wheels shall be cleaned to
remove sediment prior to entrance onto public right—of—
way. When washing is required, it shall be done on an
area stabilized with crushed stone which drains into an
approved sediment trap or sediment basin. All sediment
shall be prevented from entering any storm drain, ditch,
or watercourse through use of sandbags, gravel, boards
or other approved methods.
6- Maintenance — The entrance shall be maintained in a
condition which will prevent tracking or flowing of
sediment onto public rights —of —way. This may require
periodic top dressing with additional stone as conditions
demand and repair and/or cleanout of any measures used to
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights —of —way must be removed
immediately.
�SD�
L
IN CHANNEL
PLAN VIEWS
2 D
RIP RAP
SECTION VIEWS
MEDIAN STONE DIAMETER = 6"
1. D = INSIDE DIAMETER OR WIDTH
OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
TWO TIMES SPECIFIED STONE DIAMETER.
RIP RAP SCOUR PAD
NOT TO SCALE
Cc
TEMPORARY DIVERSION SWALE
NOT TO SCALE
FIELD BOOK: N/A
DISK NAME: ACAD 537D
FILENAME: CKEG_DTL.DWG KN
JOB NO.: S990831-2669
6' DITCH -
�3
I�
50' RIGHTI OF —WAY
20' PAVEMENT —
1/4" PER FT. MIN.
I=1I1= 6, C.A.B.C.
rif
TYPICAL ROAD CROSS—SECTION
D.O.T. STANDARD
STRIP PAVED SUBDIVISION STREETS
50' R1
MIN.
6' MIN.
SHOULDER
3�
%
S.T.B.C. OR C.A.B.C.
35' R 6' 5' 4' R/W
SLOPE AS REQ'D
1 " PER FOOT
6� I -ICI �liiillli
v
S.T.B.C. OR A.B.C.
SYMMETRICAL CUL—DE—SAC -- NO CURB AND GUTTER
D.O.TSTANDARD
NOToSCALE
0
1 � 1
3 3gv¢...pAR
=G
CARD
FILTER 2-LAYERS 6 IN.
FABRIC DIA, RIPRAP
SI AL `� R
RIPRAP LINED SWALE DETAIL
NOT TO SCALE
E C Fj IV Fj
APR 17 20M to
,tb
DIVISION OF DETAIL SHEET
COASTAL MANAGEMENT
CREEKS EDGE
STUMP SOUND TWP., ONSLQW CO., NORTH CAROLINA
FOR:
P & P HOLDINGS, LLC
131 ROGERSVILLE ROAD
WILMINGTON,, NORTH CAROLINA 28403
DATE: 03/29/00
SCALE: AS SHOWN
Parker & Associates, Inc. �ping xor;Z0
Consulting Engineers - Land Surveyors - Band Planners
P.O. Box 976 — 306 New Bridge Street
Jacksonville, North Carolina — 28541-0976
SHEET 13 OF 13 Phone [phone] — Fax [phone]