SW8931114_APPROVED PLANS_19940309

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
\c� o� 03 0�l
YYYYMMDD

EXISTING
P.K. NAIL
q N.C.S.R. 1518
N 23'18'21" W
32.f 9'
EARL PITTMAN
D.B. 851, PG. 426
EXISTING —
20' PAVEMENT
S 73.05'11" W 1168.12'
LISTON T. YOPP
D.B. 208 PG. 260
— 203.00
16� •`j1
o, I
rn
CD 2
J
150.04'
L=5.16'
a 3
0
o
c
�I
150.00'
b
0
a
bl
0
m
O
rn
150.00,
I
0
0 5
0
oI
�
rn
a
�
150.00,
0 6
of
0
0
a
<
°Irn
150.00'
0
7
Clo O
�
a
rn
�
150.00'
o
o
O O
� 8
a
N
r
O
L=23.38'
751.77'
o
O
0
0I
^�
�
N
^IN
tet,g4.
10
OIL
�� I
c�
s
129.4��
I
Pf O
N
�
i
11
o)
a
�I
\.
6-72'
JONES/ONSLOW EMC
D.B. 786. PG. 346
LISTON T. YOPP
D.B. 212, PG. 193
D.B. 158 PG. 443
SHEET 1 OF
FIELD BOOK:
DISK NAME: ACAD 137A
FILENAME: WV-GEN.DWG
JOB NO.: C930710—F1478
TRACT DATA
Total Acreage
Number of Lots
Smallest Lot Size
Minimum Lot Size
Acreage In open
spaces or other
land uses
L.F. of streets
Existing land use
Water
Sewer
23,53 Acres
54
12,000 sf
8,000 sf
0
2,893 if
Undeveloped
❑nslow County
North Topsail Water
& Sewer Corp.
NOTES
1, All easements to be 20' Drainage & Utility
unless otherwise noted.
2. All streets to be public.
3, Minimum Building Line Setback;
Front 25'
Back 20'
Side Yard 8'
Side Street 15'
4. Street signs to be provided by owner.
5, This Preliminary Plat is being signed and sealed to
satisfy the requirements of the ❑nstow County
C„hnlivision Regulations only and is not Intended to
y that an actual survey has been performed.
\J t ru < 4, LEGEND,
a�"yk•�xQ�.' o = STREET SIGN
„ ,,,ao' S.T. = 10' X 70' SIGHT TRIANGLE
ix O'= CURVE NUMBER
138 = LOT NUMBER
CENTERLINE CURVE DATA
CURVE 1
CURVE 2
,,
= 68014149'
o = 89"53'35'
R
= 230,0'
R = 230,0'
T
= 155,86'
T = 229,57'
L
= 273.96'
L = 360.85'
LC = 258.05'
LC = 324.97'
N
72*47125' W
N 28'08'23' E
CURVE
3
CURVE 4
o
= 33'05'17'
o = 33'05'17'
R
= 300.0'
R = 250.0'
T
= 89. 1 1 '
T = 74.261
L
LC
= i73.25'
= 170,85'
L = 144.37'
LC = 142,38'
N
33"21'32' W
N 56*38'57' W
U
JAN 1 1 1994
PRINTED ��G����
D. E M
PARKER &&
7SStOCIF.TES INC
CONSULT! :d Ci EN---E 3S LAND SURVEYORS LAND
PLANNERS
P. O. BOX 976
JACKSONVILLE INC 28541.0976
PRELIMINARY PLAT
W IYZ�WOOV VIU-Aae
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
OWNER:
WHITEWOOD ENTERPRISES
ATLANTA. GEORGIA
10 DATE: 11-17-93 0 30 60 120 180
SCALE: 1„ = 60' FEET
Parker & Associates, ulInc. $��,,
Consulting Engineers - Land Suae Surveyors - Land Planas
P.O. Box 979 - JaeksosvWe, North Carolina- 26541-0976
B J T Phoue [phone] - FaX (919) 455-S441
e

/ JONES/ONSLOW EMC
D.B. 786, PG. 346
INV. OUT
\ 30.7
INV. IN
�0 30.53
0 O 33 TEMPORARY CONSTRUCTION
ENTRANCE (SEE DETAIL)
EXIST.
INV. OUT_Y
29.18 ... \
O GP ..
Cj 00 10 33 1 1 O
� O /
EXIST.
INV. IN 33.
O
�O\ CCO 31.5
33,6 x 31:5
f`
EXISTING 31 -/
20' PAVEMENT / 4g /
5
C"
�...
0
318 ,32.
45
LISTON T. YOPP
/ OA I v ® D.B. 212 PG. 193
®ool 0 48 �...� O 1 33 O D.B. 158, PG. 438
DRAINAGE DATA
Pipe
Area
Q10
Q25
Dia:
Grade
Length
U10 Outlet
(acres)
(cfs)
(cfs)
(inches)
<%)
(ft.)
Velocity
(fps)
A
2.4
6.8
18
0,45
58 RCP
4.5
B
1.68
5.4
18
0,40
48 RCP
4.1
C
6.85
L5.9
22.1
30
0.40
36 RCP
5.8
D
2.04
6.6
18
0.40
48 RCP
4.3
E
3.2
10,3
2-18
0.30
58 RCP
3.6
Q = CIA
C = 0.4
Tc = 5 Min.
I10 = 7,17 inches/hour
i25 = 8.06 inches/hour
Control Velocity = 3.5 fps
Tc = 10 Min,(pipe 'A' only)
i10 = 6.26 Inches/hour
i25 = 7.08 inches/hour
RCP = Reinforced Concrete Pipe
General Notes
1. Entire Development area is wooded,
2. Entire right-of-way to be graded,
3. All culverts under street to be reinforced concrete per
North Carolina Department of Transportation
specifications, unless otherwise approved by the
Engineer,
4. A minimum sight distance of 10' x 70' shall be
maintained along the right-of-way of all internal
intersections.
5. 20 foot radii at right-of-way intersections, 30 foot
radii at edge of pavement intersections.
6. Sediment control devices and structures shall be
INV. OUT / -O.P O o ® 2 I nsta I. I. ed, ma I nta I neat an at amended as needed to prov I de
30.80 ugh v 26 effective control of accelerated sedimentation until the
�27 47
contributing watersheds are stabilized.
INV.
/ o °� rod ( 42 7. Upon completion of any phase of construction or
Q0 ,�� o i1C4 ��G�l development, a protect Ive ground cover wIll be provided
�Qk PGF o o 6j G aSO��P 32.2 wETI DS R sufficient to restrain accelerated erosion within thirty
31.8 SWA_E ON (30) working days.
,i6 0 00 25 Q°R G� 0 O 8. All materials and pract I ces to meet North Carolina
,SPS Department of Transportation standards.
SITE 9, For other detailed construction notes, see plan and
prof I les.
33..:": 34
33.7 10. For additional information see Erosion and Sedimentation
`',��I ST #a 8.3 CY Control Narrative Report.
�.
33 3132...24...3a........ /. fF _y_. j 28 35 36 Qm 18'
CP.
�v
�x / CD
33 34 o�Q 31.1 LEGEND
30.2 �p�� o°I° + I F3-4.-41 x = PROPOSED ELEVATION
.59 330 29 / \®° / 40 ' I �... _ _3
33 �-= DITCHING SPOT ELEVATION
31._6 \ 31.3 \
23 - CONTOUREXISTING
33.3 l / EXISnNG 364W PROPOSED ROCK CHECK DAM
32,0 / DITCH 29.4 ST #6
° 12 O(D PROPOSED SEDIMENT TRAP (CUBIC YARDS)
O ® = RIP RAP SCOUR PAD
3. = FLOW ARROWS
32 = WODDSLINE
\ I � O ST #11
4.7 CY - 2 ST #5
3 , 32 V i 33 18 ST #10 - ST #8 2�' 11.7 CY
�� 4.7 CY 2.0 CY INV. IN �3-
28.54
, NOTE:
22 \ MAf UCtf51''WAY -- \ + + 21.0 CY / ' .+ f 29 29 ^� FOR DESIGN CALCULATIONS OF DITCH SECTIONS
\. INV. OUT ST #6 INV. IN /
INV. IN �29 0 �,� .5O 10 A -A, B-B AND C-C, SEE THE EROSION AND
C SEDIMENTATION CONTROL NARRATIVE.
�9.2 RIP RAP O O
`` 01,01-94
\ L r7O �Z� vY. ST #12 = _ y SCOUR PAD
2.3 CY I ... i �
--
-- ._ .33.... 32 .I
D + ��o
x 32,0 x 32.43 ao „CI' 33.0 ��/PP PO
. +
R
EARL PITTMAN __ NV. OUT RO '�0N GENERAL GRADING, DRAINAGE, E ", &
D.B. 851. PG. 426 WETLANDS © 2910 3.1 SEDIMENTATION CONTROL PLAN
ST #7
21 ST #9 z INV. OUT 9.7 CY 29J 28 ��///�/� ",/.yr! J///�
13.7 CY O 28.40 13 I ►/ I/I I/ ,� /O�/� � //!////
O RIP RAP 11 V III/ V G
o ® SCOUR PAD "
.32 32. STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
20 19 18 17 16 I14 1 12
................. ........'
OWNER:
...
32 32.
.33WHITEWOOD ENTERPRISES
.... .... .... ... . : ,,.. .................
.
31
.
..32.33 .......30.................... A A TA .. R:I....
GEORG A
"31 ITCH 27 5
......................................... .::..:::::.".: , .....:: ::::
31.......................................................31..............
........... 32...... ...........32. .. ... .. .. ... 33 ... .. .... ..
�.... 33:..... SHEET 2 OF 10 DATE: 11-17-93
EXISTING EXISTING L EXISTING EXISTING EXISTING 29 28 28 29 0 30 60 120 180
DITCH 30.1 ICL DITCH 32.6 DITCH 29.6 DITCH 30.0 CE DITCH 27.5 30 31 32)
LINE DITCH INTERSECTION SCALE: 1" = 60' FEET
LISTON T. YOPP WITH 30 S.Y. 6- DIA. RIP RAP FIELD BOOK: WHITEWOOD VILLAGE, PGS. 12-19, 21-22
D.B. 208, Pc. 280 DISK NAME: ACAD 137A Parker & Associates, Inc. �,�+ng aonb�
FILENAME: WV-GEN.DWG Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
REV. 01-07-94 BJT REV. PIPE °E*, ADD DITCH SECTIONS. VELOCITIES AND S.T. C.Y. SIZES. TMS JOB NO.: C930710-F1478 BJT Phone [phone] - Fax [phone]
1

EARL PI
D.B. 851,
LISTON T. YOPP
D.B. 208, PG. 260
PAP
IES/ONSLOW EMC
3. 786, PG. 346
LISTON T. YOPP
D.B. 212, PG. 193
D.B. 158, PG. 438
SHEET 3 OF 10
FIELD BOOK:
DISK NAME: ACAD 137A
FILENAME: WV-GEN.DWG
JOB NO.: C930710-F1478
Water & Sewer Notes;
1. Potable water supply to be by County of Onslow.
2, Sewage treatment to be by North Topsail Water and
Sewer Corporation,
3. Locations of existing water and sewer mains are approximate
and shall be verified by contractor prior to construction,
4. All proposed sewer mains to be 8-inch. Services to be
4-inch Sch. 40 P.V.C.
5. All water mains to be P,V,C. ASTM D-2241, ASTM D-1784,
ASTM D-1869, 200 P.S.I. pressure rating.
6. Fire hydrants to be Mueller Centurion model A421 or
approved equal.
7. Water mains shall be buried with minimum of 30-inches cover,
unless otherwise noted.
8. Water mains shall be at least 18 inches above or 10 feet
horizontally from sewer mains, or be of ferrous
material.
9. Contractor to lay water mains at extra depth to avoid
conflicts with storm drainage or other facilities.
10. Contractors shall notify the certifying Engineer and the
❑nslow County Water Department at least 48 hours prior
to commencing any work, inspections, sampling, and
pressure tests.
11. Chlorination and pressure tests are required in the
presence of the certifying Engineer and the ❑nstow
County Water Department.
12. Contractor shall furnish negative bacterial analysis
results and 24 hour chlorine residual results to the
Certifying Engineer.
13, Contractor shall maintain comprehensive (depth and
horizontal locations) fleld 'As Builts' for all
installations and submit them to the Certifying Engineer
and the ❑nslow County Water Department.
14. All units have individual sewer services installed by
the contractor. Water services are not to be Installed,
by the contractor. The Onslow County Water Department
will install them at a later date on an 'as -needed'
basis,
15. For other detailed construction notes, see plan and
profiles, and specifications.
16, All installation materials and practices shalt meet the
County of ❑nslow specifications.
17. All above ground utilities which are to remain inside
the right-of-way shall be located at or as near as
practical to the right-of-way line.
LEGEND;
G.V.
= GATE VALVE
F.H.
= FIRE HYDRANT
B.D.
= BLOW -OFF
RED.
= REDUCER
S.S.
= SANITARY SEWER
T.S.
= TAPPING SLEEVE
M.H.
= MANHOLE
= FLOW ARROW
14375
t
WATER & SEWER PLAN
wHrTjtFwoon �iLLlAvae
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
OWNER:
WHITEWOOD ENTERPRISES
ATLANTA, GEORGIA
DATE: 11-17-93
0 30 60 120 180
SCALE: 1" = 60' FEET
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. ;Pox 976 - Jacksonville, North Carolina - 28541-0976
B J T Phone [phone] - Fax [phone]

IIn
O
M
,tQw
T S /NF
LIJ
z
am
U)
FS �� IjN�gs33
Cn
zo
S OREE
SHOEETI
6 OF1010
Q
y SyFET /0^/
tic
#12
Q
F
o w
L� (n
=
4
p
3a
�90 6��0
32
33
ST #11
4. CY
1
3
m
2" P.V.C.
WATER
37
CURVE DATA 5� /
a ST
0 4.7CY
y10
O
ST y6 CO
o = 68°14 49 /
R = 230.0' /
/
/
v
I
-
Z
INV.
OUT
2.00Y INV. IN
26.54 �
i
T = 155.86'
W�ECM5rWAY
.I
1 II
1
2s.o
�o
r
L = 273.96'
LC = 258. 05' /
501 R�W
ST #12
INV. IN`11
29.2
a0 1i
U
RIP RAP
EXIST. 8" NORTH
+
N
N 72 ° 47 ' 25' W y
���
12.3 CY
— 5.T_
N
—
SCOUR PAD
—_—
o Z OI
s.r.
TOPSAIL WATER h
SEWER, INC. SEWAGE
FORCE MAIN
FOR CONTINUATION
a
O
/ /
—
--
r'1 O�
~
W O
INV. OUT
30.8o
�,
v
SEE SHEET
6
OF 10
z
7
�V` ��
�g
N �I
o
\ ST /J14
1
\ n_
-`\ / /
231 L.F. 8" S.S.
32,0
—
33.0 J Z
+ =
S ? A
Tq
o o f
\ 6.3 CY
\
2" P.V.C.
WATER
(31
T
o
o
�% C�
cR CL
30
,/,
V
0
%� / ..
�I
/
/
32.43
F- F-
210 L.F. 8" S.S. "Cos + M U Z W
O X �
I
1
C�"
~
Q _
�( �O
O FOC�
\
\\
TEMPORARY CONSTRUCTION.
m
......
.. ...
.. ..
—...
z
STO/�
1
wo
ENTRANCE (SEE DETAIL)
31.6
N
31.3
----_—
S.T.
��
N 73.05'11" W
O W
V)
F 0
u1
S.T.
—_---
k
/ SS /
5'
2" TAP
--+.
0
6" P.V.C.
WATER
6" TEE
2" G.V.
I INV. OUT
REVERSE TAP
O
6" G.V.
6" F.H.
ST #9 28.40
WATER BORE
p0 010a
61 L.F. 8"
S.S.
33.59
—
�
��
/ `L
13.7 CY RIP RAP
�' SCOUR PAD
(SEE DETAIL)
1
00
—
130 L.F. 8
�y
//
zo
6"X6" TAPPING
S
tiv
SLEEVE AND
GATE VALVE
Slx
S 38.40'00" E
31.6
�9
U
2" VP
6" P.V.C.
WATER
EXIST. 6" PVC ONSLOW
I
ST #15
3.0 CY
��
•y
C�
CO. WATER MAIN
I
-7
-RIP RAP
SCOUR PAD
o
v
INV. IN
I
a rn x I,n
24
23
30.63
.��
<��
COGQ
M APLECREST WAY
-
50' R/W
��
II
Z
W
LJ
W
C�
w
U
U
Q
n
J Q
Z
O
OLN
¢ w
~fnW
+
Q
O
Q
�k
00
D
D
N
k
0
i,
O
00
O
O
n
rD
—
iT600
W
Uj
r70
r't
Q+
ZI,
O
r
O
>t7
UOO
p >
-LLi
O
w
z
a
z Q
Q
n
z
a-
z Q
a
z
a
w
Z
a
w
C31 N W
LJ
U)
U)
(n
ti
C=)J
cn
F-
cn
cn
F-
cn
F
' N
F-
0-
F
a:
c--4J Z
:2
cn cn
F-
0-
C� Z
40
40
+2.40%
—
—
—
—
—
— — —
—
„
100 L.F.
S. S. „
_
30
® 1
30
°ST1
23
L.F. 8"
S.S. ® 0.40%
"
—�
2
20
04
z
940
10
00
MAPLECREST WAY - 50 R Wun
14-
WHITEWOOD VILLAGE
OWNER:
WHITEWOOD
0
F-
00
N
00
N
r
N
I�
N
cn
Ni
t
O
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
ENTERPRISES
ATLANTA, GEORGIA
S pL ;
rky M 5��,°•'",
�z
z
z
IzI
N
Z
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
13
Parker & Associates, Inc.
SHEET 11U.
Consulting En
Engineers -Land Surveyors -Land Planners
(0
4 OF 10
— —
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
DISK ACAD 137A
Phone [phone] - Fax [phone]
FILENAME
WV-PP1_DWG
REV. 1-7-94- 6JT REV
PI Pt °E TMS
DATE 11-17-93
SCALE 1"= 40' HoRm
1'= 8' VERT.
DRAWN
BJT\LAM
DESIGNED TMS
JDB NO.
C930710-G1478

MATCHLINE
STA. 9+21.33
FOR CONTINUATION w
SEE SHEET 4 OF
10
DITCH ON le
s
LO
0 0.40%
(�
n
a
z P.C. STA. 9+26.80
—f-- RIP RAPN.
SCOUR PAD
RC o
RCD !NV
C GRID
OUT
00
IN
2a.s4
38
N AD g
3
EXIST. 6" P.V.C. ONSLOW
2 a. 4p
COUNTY WATER MAIN
I o I 1
CURVE DATA
sT ; j1 11
#7
sT #6
Cy
o= 89.53'35"
R= 230.0'
CURVE DATA
� 33'05'17" 3. a" TqP EXIST. 8" NORTH TOPSAIL
° SLEEVE PING WATER & SEWER, INC.
P•V.0
Cy
ii
T= 229.57'
R= 300.0' T GA AND
vqL� SEWAGE FORCE MAIN
WA 7ZR
���
\
L= 360.85'
T= 89.11' ST
14
\
v�
LC= N 28'08'23" E
L= 173.25' 9
P
324.97'
LC= N 33'21'02" W
x 11VV IN
170.85'
30,
2-4$. 53
\
FOR
SEE
CONTINUATION
SHEET 7 OF 10
IlVSTgLLBEND3 S \
47 2
N
f
\� X
0 01NT D.
CO S
g 6 g1
?'9k$
13
O
\\.
�. C5
s� P O
O
I
I
J,
I3'
�i
R12^
DITCH SR \
53
RIP
e�
\ �P
43
iU
�+
sT \
R
SCOUR RAP
\\
39
O
00
41
42
44 zz
O FOR
CONTINUATION
0k28• �Or1E
2
N
_
I
3^Pv
Q SEE
SHEET 7 OF
Z. P d � C, Ep\-GCS
10 WATFVC. N
n29011J07
\
�9�
l
OD
r
FOR C SEWA
CE A4A1N GE
�3
O
R 3.
TAP
\
40Cn
m
n
d IN MANNO�EALVE i W TAp
/fVD.J.
p^ P
?" G V. �?s \
T�
~
a
ST #4
IC'
N
I I D
I _
INSTALL 1 JOINT " D.I.S.F.M.
CENTERED ® DIT H CROSSING
n
N
o
3 1 JOINT
AT WA7�RF M• CENTE Oo O \
WATfR C.
J'/
S
v�
CY
I
y 15'
CROSSINGRED 20�
/ O <F
6
31.5
31,5 J p
_�__ /
9 200
V. 9N \ \ \
—�
—�
—�
31� 8" S.S.
—�
33.6
0.
/,.o ST #5 S?
O 179 L.F. 8" S.S.
f-
189 L.F. 8" S.S.
V
.
...
...
...
...
...._...
........
...
.....—... �... TEMP
h
10
�
� �
N 16'48'24" W
3L5
�� \\
eN� Nc f �CON STRUC
(
D
?
OErl nON
O
=
6^
WATPE'R C.
o
+o
D
+ O
O
O
Ii
?� TAP
?^ G. V
6. INV 0
6^ kP 30.7 NT
6^ G.yy
��
WAhPRVC
,
��k
O)
CD
r
o
'D
C�
+
cmi
M
O O
II
O (n
II
0
MAPLECREST
WAY —
50' R/W
w
J
,I_'
N
-J
F-
Q
W
W
-J
W
w
p
!� W
Q
a
O
Q
Q O
O z
w
_
rn
Z
+
I)
O
Z
r
Q
O)
(n � r7
H- M
_
W 00
JY 00 j
Z
O
r7
w 00
W
< O
�
w +
In
.
W +
O
to
w
<
0
c0
w +
00 ze
�
p
<L
+ -I
ILL+
J
I.-
O
r,)
"
I
-
O
O
O
-17T
N
oN
_O
M
F-
O j
w
z QIr
Z
Q
w
z Q
o
z Q
Q
w
z
j
Q
o
z "
0_ j
w O
cn a-
w z U)
I-
t
a w
F z
N
F-
� Ln
cn
F
0-
M
F z
a
c� Z to
w in w
c3I to w
40
40
18" R.C.P.
+
0.28%
—
2.24
— — —
—
— —
—
— — —
— — —
— — —
—
— — —
— —
—
— —
— — — —
— — — —
_
' WN.—
/
— — — —
— — -- —
_ —i
COVER — _�
_
— —
—
30
30
L.F. 8 S.S. ®0.40% 1
»
3 L.F. 8 S.S. ®
„
F. 8" S.S. ® 1. °
°
S.S•
INSTALL 2 JOINTS 3" D.I. S.F.
.
,
egg L,F, 8
—�
INSTALL 1 JOINT 3
D.I. S.F.M.
3 P.V.C.
EWAGE
UNDER 2" WATER
ROSSING 00
f-
20
20
F914GE MAW
00
LL-
Ui
O
R
N In
Z
W W
18400
19400
2400
MAPLECREST WAY — 50' R W
Co
00
C0
T7
WHITEWOOD VILLAGE
OWNER:
WHITEWOOD
ENTERPRISES
...�
.� H CA '•,
,i
r
145'18?
aC4
N
N
N
N~
N
N
N
.
z0
Z
z
Z
�
In C31
C,
-
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
ATLANTA, GEORGIA
9+00
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
Parker & Associates, Inc.
$°nb�
sHE "� „""-•
��
5 OF 10
Consulting Engineers - Land Surveyors - Land Planners
DISK ACAD 137A
P.O. Box 976 - Jacksonville. North Carolina - 28541-0976
44 Phone [phone] - Fax [phone]
FILENAME WV_PPZDyG
DATE 11-17-93
SCALE 1"= 40' HORIz.
1"= 6' VERT.
DRAWN
BJT\LAM
DESIGNED TMS
JOB NO.
C930710-G1478
s

i
N. C.
GRAD
Nq� d3
FOR
SEE
CONTINUATION
SHEET 4 OF 10
FOR CONTINUATION
A-�kpN O to
SEE SHEET 4 OF 10
�1NU
FpR ppN� 5 OF 0
G��p
Pp
24
w
°
o��
4
I
SEE SH EE
o
®
6"
6'
6'
TEE
G.V.
F.H.
w
o ST #CY
\
CEO
11
ti00
'
iN
' I
2" P.V.C.
WATER
26
/
v
I vi
!f 00
I I
1
33
O CNYII LA CIROX
2' 8.0.
ASSEMBLY
34
O
ST #5
\ CY i► y ', C.Vu"
llu� w
17
I ``
J
INV. IN
29.2
tl
501 V w
`n \ 01
i
\�
M • N • #16 3 M ApLE CREST
+ q 6.8
I
In
(3117 CIfZQ,�
_
32.4
1 N
50
16.54'49" W /
�
o=
CURVE DATA >-• `T . INV. IN
¢ 2s.2s
89'53 35 Co.
STp. 1
I
3-16
31.8
27
v�
�
iU W
o
ST #„
CY ,�5
r.
R=
_
23 so2a2s" O
I s
L=
360.85' �� \o
31.6
}
33.59 195 L.F. 8"
S.S
33.7 3'
16 0
n
165 L.F. 8" S.S.
33,3
0
1
LC=
O w 0 �-
N 28'08'23" E + M s
39 w + 100 L.F. 8" S.S. 33.0
324,9% O 29.2
ASSEMBLY
Z
30.2
O
N
-
M N #1 ED BUD
I EST
ECR
0+p8.28
31 3
...
h
M H• #10 CAMELIA
0+00
�—
— —
-p
�: T
35
_
_
r1. #7 QUINCE ST B f �- �.
S1A• D}001.39
29.7
STA N
'2
'
o
+.'--...
N
40.06'19" E
SSA
ST #10
W
MAPLECRE
11+6 I
STA•
r
/
/
32.4
2" B.D.
7+�6
STA•
2' TAP
2" G.V. I
CY
..
STA• �...
/
..
ASSEMBLY
1
r INV.
OUT
1
¢
�i
/
/
s�•.S,
r
r 29.0
1 RIP RAP
2' P.V.C.
WATER
36
O
�
S
2' TAP
.N II /RIP RAP 2" P.V.C.
2' C V.
/ 4 /SCOUR PAD WATER
/
12
SCOUR
PAD 37
n �?
38 INV. OUT
I
F
I
30
S
I
V s
F' R CANT/NU / 13
SEE
I
moo
NEST
FOR CONTINUATION
5 OF 1 o
FOR CONTINUATION
SEE SHEET
4 OF 10
SEE SHEET 4 OF 10
RED
BUD CIRCLE
— 50R/W
CAMELIA
CIRCLE
— 50' R/W
QUINCE COURT — 50' R/W
CAI
(A
W
W
LIJ
v
II O
w
Lj J
Q n
Q
W Q
U
Z
W
Q
Q+
CA
Q
O
N
ro
O
N
�!
O
00
W
O O
W
Cn
I�
W O r
d
O
W
cD
r)
W O
to
O
W O
O
O
O N
O
U)
O O r
p
Q
O
N
0 6
O
Q O ,-
M
N
Z
Q
W
Z
U CL
Z
W U)
U)
Z
U a_Z
a- U1
NZ
U a-
(n U)
I-
(/)
C31 F-
V) U)
F-
(n
C� F-
:2 (n Cn
F- V)
C31 F-
40
40
40
40
+ 0.06%
30
195
L.F. 8"S.S
® 0.40%
30
30
M
30
165 L.F.
S.® 2• °
�—
--
10
20
20
20
O
20
rn
O
N 00
N
N
N F-
Z
O
Z_
Z
(al
?
.- C31 Z
0
00 1+
0
2
0
O
RED BUD CIR., CAMELIA CIR., QUINCE CT.-50' R/W
to
(0
Cn
N
�
0
WHITEWOOD VILLAGE
OWNER:
WHITEWOOD
ENTERPRISES
� 457�-�e9
°°
°
z
N
z
o
o
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
ATLANTA, GEORGIA
.�
•"',zti"ze
y l�yy •LA
-
-
-
-
0+00
1+00
2+00
3+00
0+00
1+00
2+00
3+00
Parker & Associates, Inc.
; �ry��
SHEE °'f4&w,,*
6 OF 10
Consulting Engineers - Land Surveyors - Land Planners
DISK ACAD 137A
P.O. Box 976 - 7aeksonville. North Carolina - 28541-0976
Phone [phone] - Fax [phone]
FILENAME WV_PP3.DWG
DATE 11-17-93
SCALE 1"= 40' HoRlz.
,"= 8' VERr.
DRAWN
BJT\LAM
DESIGNED TMS
JOB NO.
C930710-G1478

9
��
�C' p
�P
s, y
6" P.V.C.
WATER
O
5
C�
00
SFF tiF
FTC 41olc0,
FOR
CONTINUATION
3" P.V.C,
�. h S.F.M.
8
O
SEE
SHEET
1
5 OF
10
2" 7AP
a
/
�j /
CURVE DATA
o = 33'05'17"
I
2 G.V.
\
yV
�� / / ham'
_ / �•
R= 250.0'
6" P.V.C.
INSTALL 1 JOINT 3" D.I. 36
O S CROSSING T'
��
/ x
T= 74.26'
L= 144.37'
WATER
V
CENTERED D.
�C)
CIS
r s
/
44
LC= N 56'38'57" W
46
47
M.H.
r
I
I
41 SEWAGE PUMPING �Q•NX
O STATION 5
O
a
O�3 e' w �•
❑
142.38'
N
4S
O
i/1
A. O+Op
c.
+
I
(SEE SITE PLAN)
LINE "A"
\rs
Q
LINE_
STq,
N
0
��5
N
73+97.09 MAP EC
S 73.11'36" W
5• M
\
d
REST
185 L.F. 8" s.s. --� 3
a, GAVE / Cb��
f x 31S
N
-�
s•
3
�—
/
// 3tisTq
\ F 9•
.. _...�
32.5
2" 8.0.
}}vy�
O
bo
90q. Ix 31,9 ON (L
eFNB) SWA
3" P.V.C.
F
SFF s34
FT\SUq
312 L.F. 9" S.S.
34.0
I
4g
4 ,
42
46
S.F.M. laopp�moz> 45
�O
�..._
`—�
M.y
4
O,r
-�Q
53
325
4X6390
ru
S 40.06'19" w
31.8
Cps
FOR
CONTINUATION
51
\
SEE
SHEET
5 OF
10
s2
OAK lM L
P y
�
50 W
50
49
WA7ERC
v'
o
Q
®0Tos
o
P
o
LINE "A"
i�-
0
OAK
DALE LANE -
50' R/W
z
a
F-
w
Of
O
II
w
w
II w
w
Q
W
J
Q
CL
00
Q
Q
o
_
w
=
U
Q
0)zrn
Q
O
LO � 0)
r
� M
w 0+
w Q
0
W
O
W
O+
�
0
00
LJi l 00
�
O
O
O O
M
O
U
O
N
0
0
W
-
.-
O
d
Z
U 0_
z
0_
p
(n
:2 0_
F- Z
m (n
(3) F-
to (n
1-
0)
(n
(.�j (n
H
n
U)
40
40
40
0.0%
30
312
L.F. 8"
30
CO
ER
30
150
L.F. 8' S.S.
0.40%
f --
FORCE
MAIN
�—
-
185 L.F. 8" S.
® 0.5 07.
"
20
FORGE
MAIN
20
1 JOINT 3" D
I. CENTERED
20
® S.D. CROSSING
Z_
r
Z N
i+
0 2
00 3
0
OAK DALE LANE - 50' R W & LINE "A"
O
Do
(0
astrr.
A '
0)
r
WHITEWOOD VILLAGE
OWNER:
WHITEWOOD
1
% %. =:
N
N
04
z
O
GQ
O
ENTERPRISES
AL I� -`
Z
-
Z
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
ATLANTA, GEORGIA
14575
�•
Z
Z
Z
Z
0+00
1 +00
2+00
3+00
4+00
5+00
0+00
Parker & Associates, Inc.
10%..� o,%
�
7 OF 10
Consulting Engineers - Land Surveyors - Land Planners
.:::::. :
DISK ACAD 137A
P.O. Box 978 Jacksonville. North Carolina - 28541 0976
'_:": ;:• %
Phone [phone] - Fax [phone]
FILENAME WV_PP4.DWG
DATE 11-17-93
SCALE 1"= 40' HORIz.
t"= a' vERT.
DRAWN
BJT\LAM
DESIGNED TMS
JOB NO.
C930710-G1478

--------------------------
CHANNEL
✓/ DEPTH
VARIES 1
3 MII
3 MIN.
-I 1.5' MIN.
TYPICAL CHANNEL SECTION
NOT TO SCALE
NOTES:
1. CONSTRUCT CHANNEL TO DEPTH SHOWN ON PLANS.
2. ALL CHANNELS SHALL BE CUT WITH A 3:1 SIDE SLOPE, UNLESS
OTHERWISE SPECIFIED ON THE PLANS.
1I
i 55
ROCK CHECK
DAM
DEPTH As
SHOWN ON
PLANS
SWALE DETAIL
TOP OF CHANNEL
1
5 I
INVERT OF
20' MIN. (TYP.) CHANNEL
FLOW FLOW
— — — — — — — — — — —
// 1.5' MIN.
r /\2
\\
NOTES:
1. MAXIMUM TYPICAL WIDTH 4'.
2. AT LEAST ONE TRAP TO BE LOCATED TO PROTECT ENTRANCE TO
EACH ENCLOSED STORM DRAIN CONDUIT.
3. SEE PLANS FOR MINIMUM STORAGE VOLUME FOR SPECIFIC
LOCATIONS.
4. MINIMUM VOLUME OF 3 C.Y. TYPICAL FOR TRAPS UNSIZED ON
PLANS.
5. MAINTAIN LENGTH TO WIDTH RATIO OF 5:1 WHERE REASONABLY
POSSIBLE AND SHALL BE 3:1 OR GREATER FOR ALL INSTALLATIONS
TEMPORARY IN CHANNEL SEDIMENT TRAP
NOT TO SCALE
a
D
n
TOP OF
CHANNEL
1/2 D
TOP
O
B J
L�
SPLASH
APRON
BOTTOM
B
PLAN VIEW
W = VARIES
1/2 W
�+ d
SECTION A —A
#67 STONE
I�
1 1/2D
W = CHECK DAM WIDTH
D= DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE
CHANNEL
BOTTOM
6"
TOP
SECTION B—B
NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS.
FORTIFIED ROCK CHECK DAM
R/W
EXISTING ROAD
R/W
50' MIN.
I LENGTH
CONSTRUCTION
ENTRANCE
PROFILE
R/W
112' MIN.'
(SEE NOTE)
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.
FLOW -
RIF
�5D�
IN CHANNEL
PLAN VIEW
SECTION VIEW
RESIDENTIAL COLLECTOR LOCAL RESIDENTIAL
L
60' R/W 50' R/W
6- DITCH 6' SHOULDER 20' PAVEMENT 18' PAVEMENT 6' SHOULDER 5' DITOH
V/4' PER FT. MIN. -_
'2 D
MEDIAN STONE DIAMETER = SIZE
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
C A.B.C.
1 1/2-
6'
S.T.B.C. OR A.B.C.
RESIDENTIAL COLLECTOR — LOCAL RESIDENTIAL
ROAD CROSS SECTION
D.O.T. STANDARD
STRIP PAVED SUBDIVISION STREETS
NOT TO SCALE
-- e
I R I
I
/ SS.
I I �
18 I
16' MIN.
I
I I
I 50' R/W I
MIN.
CAL CUL—DE—SAC -- N
D.O.T. STANDARD
NOT TO SCALE
RB AND GUTTER

2
3 1 MUELLER CENTURION MODEL
A 421 FIRE HYDRANT WITH
1-4 1/2" PUMPER NOZZLE
AND 2-2 1/2" HOSE NOZZLES
ALTERNATE LOCATION
VALVE AND VALVE BOX
PRECAST CONC. COLLAR
SET TOP 1" ABOVE
VALVE BOX TOP
-z
N
DUCTILE IRON PIPE
TYPICAL PAVEMENT
1 1/2"
DEWEY BROS. VBX—TE-100
VALVE BOX OR APPROVED EQUAL
6" GATE VALVE
.A.0 W u W w —
o° o
0°O0 J. LTEE OR
WITH AM.OPPROVEDDPIPETRESTRA NTEF
M.J. LOCKED HYDRANT
ADAPTOR OR APPROVED PIPE
MIN. OF 3 CUBIC FEET OF WATER MAIN BURIED AT SUFFICIENT DEPT
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
PRECAST CONC. COLLARS
SET TOP 1" ABOVE VALVE BOX TOP
VALVE BOX COVER /
12" MA
TAMPED EARTH 'A\1"\\1^�'
THREADED COUPLING
FOR CAP OF 2" CAP
J]
VALVE BOX —� BLOW —OFF
2" PIPE
24" LONG 2" BRAS
2" PVC PIPE NIPPLE 2" Cl 90'
WATER BEND
=; (THREADED)
#67 STONE CONCRETE
BLOCKING
2" GATE VALVE (IRON BODY)
NOTE:
NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE.
7f r••�
� DITCH
S.D.
� S.D.
24
MIN. MIN.
NOT TO SCALE
N.C.S.R. 1518
60' R/W
20' 6" K 6"
TAPPING SLEEVE
PAVEMENT NTH GATE VALVE
3't
D8" MIN. T7
6" PVC WATER
38 L.F. STEEL CASING
4't
790* ENDS TO BE PROPERLY
RESTRAINED AND BLOCKED
CJ w
K N Q
� m 3
in
K JC N
d w X
w
NOTES:
1) CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTHS OF
EXISTING OF WATER AND SEWAGE FORCE MAINS AND ANY
OTHER UTILITIES PRIOR TO BEGINNING BORE.
2) CASING THICKNESS SHALL BE PER D—O—T REQUIROWNTS.
WATER BORE DETAIL
NOT TO SCALE
NOTE:
MIN. SLOPE THROUGH MANHOLE WILL
BE CENTERLINE INVERT. MAX. DROP
THROUGH MANHOLE WILL BE AS FOLLOWS:
1/2" FOR 0' TO 45' CHANGE
IN HORIZ. ALIGNMENT
1" FOR GREATER THAN 45' CHANGE
IN HORIZ. ALIGNMENT
0 i
1 p- 6 X 6 NO. 6 GAUGE SINGLE LINE
I STEEL REINFORCED REIN IN CENTER THIRD OF WALL
N O PLASTIC STEP
LJ F ALSO TONGUE & GROOVE.
a CONE GROUT
>
I I °
N
"0" RING
TAPERED LIFTING
w
o-_
-
RISER
HOLE
O
o
O
°
>
x
1 1/4" BUTYL
CO
< N
RESIN GASKET —
GROUT
°-
GROUT
�O
12
—1 1 /2
0
0
DETAIL FOR MANHOLE/PIPE
JOINT 15" & LARGER IN
EXISTING MANHOLE
3/4" GROUT
i7FY
SADDLE CONNECTION
CEMENTED IN PLACE
TRUSS SEWER
MAIN
STAINLESS
STEEL BAr
TRUSS
SEWER MAIN
N. T. S.
ASTM C-478
45' BEND
—NOT TO BE MORE
THAN 45' FROM
HORIZONTAL
45' BEND
PRECAST CONC.
COLLAR. SET TOP
1" ABOVE CAP. —
CLEAN OUT
4" WYE
TEMPORARY PLUG-
4" SEWER
SERVICE
PLASTIC SCREW
CAP
4
Z
2
J
1/8 BEND
�w
Z
W
—L
FROM UNIT
BY OWNER
DIRECTION NOTES:
ACTFLOW 1. TAP MADE IN SEWER MAIN TO BE
BORED, SAWED, OR DRILLED,
NOT PUNCHED BY HAMMER.
2. GASKETED IN —LINE WYES ARE
SADDLE CONNECTION ACCEPTABLE.
TYPICAL SEWER CONNECTION
NOT TO SCALE
OPEN TERRAIN
HEAPED BACKFILL,
NC
MBEDMENT
'ONE
UNPAVED AREAS
SUBJECT TO TRAFFIC
CRUSHED STONE
OR GRAVEL
BACKFILL
VARIES
MECHANICAL
COMPACTED
BACKFILL, IN
6" LAYERS
PAVED AREAS
NOTE: SEE SPECIFICATIONS AND TABLES GEN-1,
GEN-2 AND GEN-3 FOR ADDITIONAL DETAIL
TYPICAL SEWER PIPE EMBEDMENT
AND BACKFILL SECTION
NOT TO SCALE
NOTE:
SOLID STAINLESS STEEL BANDS
SHALL BE 300 SERIES 1/2" x .05"
(BAND —IT TYPE 316). ALL BAND
CONNECTIONS SHALL BE DOUBLE
BANDED. FOR PIPE CONNECTIONS
12" OR LARGER TWO (2) SETS OF
DOUBLE BANDS WILL BE REQUIRED.
MANHOLE WALL
NOTE:
FLEXIBLE SLEEVE BOOTS SHALL
NOT BE USED WITH CONC. PIPE. 3" MAX. 3" MIN.
/ GROUT
ROAD SURFACE
PAVEMENT BASE
INITIAL BACKFILL
(HEIGHT VARIES
WITH HAUNCHING)
HAUNCHING
(HEIGHT VARIES)
BEDDING
(HEIGHT VARIES)
FOUNDATION
(IF REQUIRED,
DEPTH VARIES)
B" THROUGH 12"
NOTE:
LUBRICATE THE FOLLOWING:
(1) PIPE EXTERIOR
2 BOOT INTERIOR
3 BOOT EXTERIOR
(4 STAINLESS STEEL BANDS MANHOLE WALL
(TOP & BOTTOM)
NOTE: 3" MAX. STAINLESS STEEL EXPANDING BAND
NO SCREW TIGHTENED BANDS
SHALL BE ALLOWED. GROUT —�
BENCH 8" THROUGH 18"
PIPE
CHANNEL
GROUT
1.SOLID STAINLESS STEEL BANDS
(300 SERIES 1/2" x .03")
unNunl anTmu COMPACTED #67 STONE
EXPANDING STAINLESS STEEL INTERLOCKING SLEEVE
FLEXIBLE SLEEVE BOOTS
NOT TO SCALE

PRECAST CONCRETE
WET WELL
8" SAN. SEWER
STAINLESS
STEEL BASKET
STRAINER
1'-2 7/16" x 1'-8 1/4"
CLEAR OPENING
I
36" x 24"
CLEAR OPENING -
- - SCREENED INLET VENT
e e e e
CD
1 d I d d 1 d 1
I d d 1
d I d 1
O 0
VE�EEEO
e e
SEWAGE
PUMPS-
d d
� o
e 0
I ° d -I
I e
d I O d I
- p IO - p -
e O
d l I d l
d 4_1 d—I d_I d
NOTE:
1. SERVICE POLE METER AND DISCONNECT SHALL BE
PROVIDED ALONG WITH A 110 VOLT WEATHERPROOF
GFI DUPLEX RECEPTACLE FOR TEMPORARY POWER NEEDS.
2. AUXILIARY POWER CONNECTION, WHICH MAY INCLUDE BUT
IS NOT LIMITED TO A DOUBLE THROW DISCONNECT SWITCH
AND GENERATOR RECEPTACLE, IS TO MATCH NORTH TOPSAIL
WATER AND SEWER CORP. PORTABLE AUXILARY POWER SOURCES.
3. FOR ADDITIONAL INFORMATION, SEE THE SPECIFICATIONS.
2" DIA. CONDUIT FOR PUMP
CABLES AND FLOAT CABLES
WITH PLIABLE, REMOVEABLE
SEALANT INSIDE WETWELL AND
CONTROL PANEL TO PREVENT
GAS AND MOISTURE LEAKS.
4" D.I. SCREENED
INLET VENT
PLAN VIEW
NO SCALE
3" DUCTILE IRON
3" P.V.C.
DUCTILE IRON
TO P.V.C. ADAPTOR
APPROX. FLOAT
LOCATION
CONTROL PANEL
WITH DEAD FRONT AND
BUILT—IN FLASHING
LIGHT ALARM
PROVIDE LOCK FOR CONTROL PANEL
r BOLT PIPE TO GUIDE RAIL SPACER TO KEEP
I RAILS PLUMB.
12"
ILI
I
1
11
TOP ELEV.
34.4
e
d
I
♦ ♦
I I d 1 d
I
d
12"t
°
e
d
I
I
d
Oppp°p°poppppppp
ALUMINUM DOOR
6"
GRAVEL 33.4f
°opopo°00000000o
.'Jpopppopppppppp
ppp°ppp^pp^pOpp.
♦
d
e
& FRAME HATCHES
°
♦
d
o 0 0 0 0 0 o p o
,,ppp°pp°ppOpppppOppOppOppi
p p p p p p p p
STANDARD PRECAST
p -
WITH LOCKS
p
w
°°�°�°°°°^°�°�°
CONCRETE MANHOLE
°
°
O
WITH EXTENDED BASE
d
l
z
c)
3" P.V.C.
2-1" STAINLESS STEEL
°
1 1/4" STAINLESS
d
PIPES (GUIDE RAILS)
p -I
STEEL PIPES (GUIDE
°
RAILS EACH SIDE)
e
STAINLESS STEEL
d
� -
11" APPRo
'
d
�
DUCTILE IRON TO P.V.C. ADAPTOR
BASKET LIFTING
TEE
CABLE (SIZE AS REQUIRED)
°
d
Oo0
GATE VALVE (EACH SIDE)
e
,
8" S.S.
d
-
I
/2" MAx.
STAINLESS STEEL
d
CHECK VALVE (EACH SIDE)
INV. IN 22.71
p
PUMP LIFTING
CHAIN OR CABLE
°
d
MERCURY FLOAT SWITCHES
—
(SIZE AS REQUIRED)
ALARM ELEV. 22.71
STAINLESS STEEL
d
BASKET STRAINER.
N
LAG PUMP ON ELEV. 22.21
3/16" DIA. 303 S.S.
°
°
ROD WELDED
d
I
I
d
LEAD PUMP ON ELEV. 21.71
CONSTRUCTION
-
HOLDING
2 X 2 3/16 MESH
♦d
e
BRACKET
°
♦d
G
PUMP OFF ELEV. 20.71
-
SEWAGE PUMPS
p
e
e
d
I
d
3" DUCTILE IRON
d-
°
\ , •GROUT
°
d
GROUT `
12" EXTENDED BASE
♦
°
°
BOTTOM ELEV. 18.71
I d Al I - I
MIN.
00 0° O O 0° CJ00 0° 00 0° O °° 0° ° 00 " °O O O° O° O 0° 0° O O 00° 0° 0 00 O O
0°ooO°o°o 00 °Q°o00 0° o° Oo°o OQ 0° 0 $°° 12 MIN. CRUSHED STOONOE B o0 00 °o Oo °o o°o°°Oo°o 00 0- o 00
IZ,
O° o O 0 0 O 00 00 00 O ° 00 Q1 O° 0° 00 ° 0 00 O ° 00 O O Oo O
°oo° °o °o o° o°o ° oo ° p°° o° °o o° ° °o 00 ° p o 00 °°°°o°oo 0 0 °°Oo ° °°°°Oo 0
SECTI N VIEW
SEWAGE PUMPING STATION
NO SCALE
PA
Op
ObN
V ,N
2' DIAMETER CAST IRON
MANHOLE AND COVER
MOUNTED LEVEL WITH
FINISHED GRADE
GROUND
., 12" STEPS PRECAST 4' MANHOLE
(HEIGHT AS REQUIRED)
4"
--3" IRON BODY 4,
SWING CHECK
P.V.C. TO D.I. 3" D.I.S.F.M. VALVE
ADAPTOR /-3" SEWAGE FORCE MAIN
6" ----6" x 12" CONCRETE
8. '• '• '••F•- ; '• PEDESTAL (SUPPORT)
8" . - s - . - s - . - s - s (HEIGHT AS REQUIRED)
CRUSHED STONE
CHECK VALVE MANHOLE DETAIL
NOT TO SCALE
20'X20' 6' HIGH
CHAIN LINK FENCE o
WITH 16' DOUBLE O
SWING GATE
STA. 0+00
36 3" S.F.M•
5� wEjWE�� M.N
OUT INV.
1
3F
'l
I
41 Q
W
C
m
co
c
I
3 1
ro
nI
n
r-
In
28 L.F. 18"
R.C.P. ® 0.40%
INV. OUT
46
45.54'ry
m
i
GRAVEL ENTIRE AREA
TO 1' OUTSIDE FENCE
WITH 6" COMPACTED CABC
0 INV. IN
34, 31.82
31.9 SWALE ON Q
ROC( CHECK ® 0.40%
01 DAM
INSTALL 1 JOINT 3" D.I.
I CENTERED ® S.D. CROSSING
12' WIDE 6" THICK
GRAVEL DRIVE
r P.V.C.
S.F.M.
42
- 20' UTILITY &
ACCESS EASEMENT
INSTALL 1 JOINT 3" D.I.
CENTERED ®S.D. CROSSING
I 2�
5' �P ��
`' o
INV. IN 3" P.V.C.
30.4 S.F.M.
f
Z--�� ROCK CHECK Q O
� — DAM Z 0
o w 179 L.F. 8" S.S. �— Z UUj
'
0 316 L.F. 8" S.S. o
X
0 L
U_ Lj O w
N 16'48'24" W
O
� O O
6" P.V.C. u
WATER Q J MAUCM5f WAY
a
W 501 V W
2
J
o O7
0
�
rn
� o +
SITE PLAN
1" = 20'
NOTES:
1. Upon completion of installation, entire site to be graded
to original contours and/or to insure positive drainage so
that no ponding of water occurs.
2. All disturbed areas to be seeded or stabilized within 30
days of completion of work.
3. For additional information, see the specifications.
SEWAGE PUMPING STATION SITE & DETAILS
OWNER:
WHITEWOOD VILLAGE WHITEWOOD ENTERPRIS
ATLANTA, GEORGIA
STUMP SOUND TWP., ONSLOW CO., NORTH CAROLINA
Parker & Associates, Inc. 40" H°nro,,
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - Iacksonvilie, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
DAZE 11-17-93 scALE AS NOTED DRAWN ALR DESIGNED TMS
N A
10 OF 10
X ACAD 137B
E WV_DETI.DWG
i

TO NORTH TOPSAIL BEACH -
TO N.C. HWY 172
O \ �
/ S '
/ <
O �
d 10.00'
tit <
o N mI
O / v `r 3 a
((� W 01 ° v i
U o OD O
Ci Q
/ J
/ \ \ 160.
L=15.59' � 0
52 0 \ �p 150.04'
L=5.16'
CA 53 I o
11091 9d 00 CDa
L = 31.42' 1 06 m
.° oo I
51 °`I'i L = 7 6.0 3' 33.59'
'C o
00 ��• / AO g�0 , 0� "I 16 t 150.00,
soo �/ 4 ' o
\ o 0 0
\ o
0 �(^ � 8.6 9' 33.59' N rn 4 rn l
09�00 �, 3
EXISTING
20' PAVEMENT ti�ry' 49 �� 1�6� I^ N L = 31.42' I
o I 150.00'
m _
\\\\ o
O9 b, 1� I o
140.00' rn
G e S�• � ` � � g°� °M' I
F�\Sp G / I I8j 12 \ $ 45 NI I a 0
G1�g6 Al \ OS o 43 0
rn 150.00'
(P
P� t✓• I ^ '°o. O o
c� I 6
26 ' I \ ` uj I 1 40.00' rn m
/ 8h5 I 27 \ \,�s� m O I t o
EXISTING 6 I \oo 47 rn 42 0
P.K. NAIL o / t5d 1so.00'
q N.C.S.R. 1518 / Or O '0 ,wly WETL DS 1zo 00 - -
25 .19Q9
O 20 00 0 o I N
O
.0 1129� CIO. 0h� 1 03910 rn O
5�' i L 85 �1
o 140.00'
i,�u U`• ,�(/� �'� � � 125.00' SEWAGE PUMPING.
In
w� '/ (SEE SITE PLAN) I o \ -!)b.0
5• I I m 0 rn 150.00'
�
N 23'18'21" W >. \ y9 a` b O e 0
35 0 18'
32.69' I 24 \ 9 28 / o Nv ^�h 0 - - o
o w
L = 52 85 �. J 00 N N
I o 14o.00'
1�0�0 00�ti L = 21.03'BB. L=51.>s. 1Tti/ �ti' 18.43' L=23.38' I w
18J7'
1 `td 121.18' 1
cc 45
W \ N 30 / 9S .84'
Iv" 75.34'
75.00
�a `D
I o `a n v ' o
01
1�6' L = 21.03' L = 21.03'
n aN Q 37 tK
N s 9j / ! �6 a 0 38 ti�Cbry
a I d' J`• �'�' 31 ri V O 18, `L o p �U `V .�/ I87.84
32 33 o 01 v 7�
3 22 °(9 4 MAGf'I. M51' WAY °
o l o l p,a y [ ' ? 9' ? 1 ' 12.04' S01 P� W L = 31.42' _ S.T. S. T. L = 31.42' L _ 9 5 .5 3 ti81� i �) SO C 10 n
o <v L6 s 94.00' 80.00' _ - - 80.00' 25.43' 2 \, 10 ? /� v
I a 6'
co 66 hA �1 C 12<9.43
> 'bX o
EARL PITTMAN = 85.z2
D.B. 8� PG. � 8 2. I WETLANDS 2 8' 94.00' 94.00' 94.00' 94.00' L= L Ln ,y
5.47'
I yo�y I I 13=Sa.s O C
o 0 0 0 0
10)1 T
0
0 I 1
I 20 19 18 17 16 Is I is
( I I
80_00' - 167.00' 135.41' 94.00' 94.00' 94.00'-94.00' � L 110.00' 31.00' - 203.00'- 65.72' J
S 73'05'11" W 1168.12'
LISTON T. YOPP
D.B. 208 PG. 260
JONES/ONSLOW EMC
D.B. 786, PG. 346
TRACT DATA
2 N.C. HWY 210
LP
SITE
SITE
N.C.S.R. 1553
VICINITY SKETCH
NOT TO SCALE
Total Acreage 23.53 Acres
Number of Lots 54
Smallest Lot Size 12,000 sf
Minimum Lot Size 8,000 sf
Acreage in open
spaces or other
land uses 0
L,F, of streets 2,893 if
Existing land use Undeveloped
Water ❑nslow County
Sewer North Topsail Water
& Sewer Corp.
NOTES
1, All easements to be 20' Drainage & Utility
unless otherwise noted.
2. All streets to be public.
3, Minimum Building Line Setback;
Front 25'
Back 20'
Side Yard 8'
g Side Street 15'
4, Street signs to be provided by owner,
5. This Preliminary Plat is being signed and seated to
satisfy the requirements of the Onslow County
Subdivision Regulations only and is not Intended to
1*4jnply that an actual survey has been performed.
LISTON T. YOPP 4
D.B. 212, PG. 193 a
D.B. 158, PG. 438
LEGEND,
�•., j �r.P<r�; o = STREET SIGN
kte°E� S,T, = 10' X 70' SIGHT TRIANGLE
:.. CURVE NUMBER
a3 - LOT"
NUMBER
x2
�M
CENTERLINE CURVE DATA
CURVE 1 CURVE 2
A = 68"14'49' A = 89653'35'
R = 230,0' R = 230,0'
T = 155.86' T = 229,57'
L = 273.96' L = 360.85'
LC = 258,05' LC = 324.97'
N 72°47'25' W N 28"08'23' E k -,rid
CURVE 3 CURVE 4
o = 33"05'17' o = 33*05117'
R= 300.0' R= 250.0' U V It DD
T = 89. 11 ' T = 74 . 26' NECu�U(
L = 173.25' L = 144.37'
LC = 170,85' LC = 142.38' NOV 2 4 1"3
N 33°21'02' W N 56°38'57' W
D 3 MI 4-
PRINTED
PARKER & ASSOCIATES INC
CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS
P, O. BOX 976 JACKSONVILLE NC 28541.0976
PRELIMINARY PLAT
SHEET 1 OF 10
FIELD BOOK:
DISK NAME: ACAD 137A
FILENAME: WV-GEN.DWG
JOB NO.: C930710-1`1478 BJ1
Y VWVW06rV /l-�{-AL/lli
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
OWNER:
WHITEWOOD ENTERPRISES
ATLANTA, GEORGIA
DATE: 11-17-93
0 30 60 120 180
SCALE: 1" = 60' FEET
Parker & Associates, Inc. jpU` H7��
Consulting Engineers - Land Surveyors - Land Planaass
P.O. ]lox 9" - Jacksonville, North Carolina - 26541-09"
Phone [phone] - Pax [phone]
- --

}
EXISTING -
20' PAVEMENT
INV. OUT
30.7
INV, IN +.3�
30.53 o .
/ ° 1
O
3 313 TEMPORARY CONSTRUCTION
ENTRANCE (SEE DETAIL)
o /
/ 33 , 1 O
3
..33............
ovrcj�
33, Rx 31.5
O
0 (�� /. 31.5
+
/ 31 /
/
2?J
DITCH
+.. ® 0.3pyN R
12
tR
+:
/ S
INV. OUT
30.77 / 5h
INV. IN
30.95
/ +� �ro 00 o° 25 � o a�E is
34
t.. \
3132 33 ........34 .........
ql
/
on
rn
�o
26
a ® I
I
33.7
+
33
®O 9!� ¢8
ASS O2
10-11
27
1
0
34,0
3R�l�32`'
45 �,
wa
J
13/1
46
1
47 42
SWAT-E R 31,9
0ON
32,6 SPS
SITE
ST #4
41 CY
35 1 a'
36
31.5
31.1
0
33 O
O
JONES/ONSLOW EMC
D.B. 786, PG. 346
33.59 29 33 / ry \®o / 40
31,6 F3-1.-T.f ' I
23 I x 33.3 I
�' EXISTING
30 11.E 32,0 / / _ : # CL DITCH 29.4
0
\ 3z .3
29
O ST #11
38 / ST #5
\ 31 32 32 v 33 18 ST #10 ST #8 2 CY
CY CY INV. IN �3•
\ 28.54
\ -'\ MApi,�Ct�ST'WAY INV. IN i29.000T ST #CY / /%,0 r INV.. IN
,S` 10
50 R/ W ST #12 29.2 RIP RAP 0 O� C/y
\ : CY SCOUR PAD
33 .. "
'!� 32
\ x 32.0 D 32.a3 ro 'rC» + 33.0 �' RPepPp �3p
EARL PITTMAN -� Sco )
_... ..:-_...._...... ._...... INV. OUT
D.B. 851, PG. 426 WETLANDS 29.10 :
/ 3,1
INV. OUT
21 ST CY 0 0 28.40 CY 13 28
v
RIP RAP
0 o SCOUR PAD '
32 32.
20 19 18 17 16 15 � 14 12
...... ...........32.............. ...
............2.
32 .. 27.8
33...36
_..... 33.
32.......... 33'.:............:::.... .... 32.:...:............:..,;.:: 31...... .....
.....................
.....31...... ....... ................3t .....................:::::: ................ _ .......... ... ::: EXISTING
3a.::..:::::: :.
:..:
au 30..::.:.......:.:::::.":.."."...... .............:.......:...:::::...:::".....:.::::.::::."..:::::': DITCH 27.5
32 32
11
SHEET 2 OF 10
EXISTING EXISTING EXISTING EXISTING EXISTING33 29 28 /2) *)
fE DITCH 30.1 DITCH 32.6 DITCH 29.6 Q DITCH 30.0 DITCH 27.5 28 29 30 31
LINE DITCH INTERSECTION
LISTON T. YOPP WITH 30 S.Y. 6" DIA. RIP RAP FIELD BOOK: WHITEWOOD VILLAGE, PGS. 12-19, 21-22
D.B. 208 PG. 260 DISK NAME: ACAD 137A
FILENAME: WV-GEN.DWG
JOB NO.: C930710-F1478 BJT
LISTON T. YOPP
D.B. 212 PG. 193
D.B. 158, PG. 4�58
DRAINAGE DATA
Pipe
Area
Q10
025
Dia,
Grade
Length
Q10 Outlet
(acres)
(cfs)
(cfs)
(inches)
(%)
(ft.)
Velocity
(fps)
A
2.4
6.0
6.8
18
0,45
58 RCP
B
1.68
4.8
5.4
18
0,40
48 RCP
C
6.85
19.6
22.1
30
0.40
36 RCP
D
2.04
5.9
6.6
18
0.40
48 RCP
E
7.5
16.2
18.3
2-18
0.75
58 RCP
Q =
CiA
Tc =
10 MIn.(plpe 'A' on(y)
C =
0.4
i10
= 6,26 inches/hour
Tc
= 5 Min.
i25
= 7.08 inches/hour
110
= 7.17 inches/hour
i25
= 8.06 inches/hour
Tc =
15 Min.(pipe 'E' only)
Control Velocity = 3.5 fps
i10
= 5.4 inches/hour
i25
= 6.1 inches/hour
RCP = Reinforced Concrete Pipe
General Notes
1. Entire Development area is wooded.
2. Entire right-of-way to be graded,
3. All culverts under street to be reinforced concrete per
North Carolina Department of Transportation
specifications, unless otherwise approved by the
Engineer.
4. A minimum sight distance of 10' x 70' shall be
maintained along the right-of-way of all internal
Intersections
5, 20 foot radii at right-of-way intersections,p""t:'
rad:I I at,
6, `Sediment control devices and structures shall be
Installed, maintained and amended as needed to provide
effective control of accelerated sedimentation until the
contributing watersheds are stabilized.
7. Upon completion of any phase of construction or
development, a protective ground cover will be provided
sufficient to restrain accelerated erosion within thirty
(30) working days.
8. At( materials and practices to meet North Carolina
Department of Transportation standards.
9. For other detailed construction notes, see plan and
profiles.
10. For additional information see Erosion and Sedimentation
Control Narrative Report,
LEGEND
344Tx = PROPOSED ELEVATION
34.4x= EXISTING SPOT ELEVATION
�... _ DITCH
36..... = EXISTING CONTOUR
ST #s® = PROPOSED ROCK CHECK DAM
12 CY0 = PROPOSED SEDIMENT TRAP (CUBIC YARDS)
® = RIP RAP SCOUR PAD
-- = FLOW ARROWS
= WOODSLINE
n \ I
1
16�93
GENERAL GRADING, DRAINAGE,EyyRZ"SION &
SEDIMENTATION CONTROL PLAN
w*H/7*7 woos �IUAae
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
OWNER:
WHITEWOOD ENTERPRISES
ATLANTA, GEORGIA
DATE: 11-17-93
0 30 60 120 180
SCALE: 1„ = 60' FEET
Parker & Associates, Inc. go���
Conaulting Engineers - Land Surveyors - Land Planaaao
P.O. Box 97a - JeAksonvllle. North Carolina. - 29541-0976
Phone [phone] - Pax [phone]
t

EARL PI
D.B. 851,
LISTON T. YOPP
D.B. 208, PG. 260
iES/ONSLOW EMC
3. 786, PG. 346
LISTON T. YOPP
D.B. 212, PG. 193
D.B. 158, PG. 438
SHEET
FIELD BOOK:
DISK NAME: ACAD 137A
FILENAME: WV-GEN.DWG
JOB NO.: C930710-F1478
3 OF 10
BJT
Water & Sewer Notesi
1, Potable water supply to be by County of Onslow.
2, Sewage treatment to be by North Topsail Water and
Sewer Corporation.
3, Locations of existing water and sewer mains are approximate
and shall be verified by contractor prior to construction.
4. All proposed sewer mains to be 8-inch, Services to be
4-inch Sch, 40 P.V.C.
5, All water mains to be P,V.C, ASTM D-2241, ASTM D-1784,
ASTM D-1869, 200 P,S.I, pressure rating.
6. Fire hydrants to be Mueller Centurion model A421 or
approved equal.
7. Water mains shall be burled with minimum of 30-inches cover,
unless otherwise noted,
81 Water mains shall be at least 18 inches above or 10 feet
horizontally from sewer mains, or be of ferrous
material,
9. Contractor to lay water mains at extra depth to avoid
conflicts with storm drainage or other facilities.
10. Contractors shall notify the certifying Engineer and the
❑nslow County Water Department at least 48 hours prior
to commencing any work, inspections, sampling, and
pressure tests.
11, Chlorination and pressure tests are required in the
presence of the certifying Engineer and the ❑nslow
County Water Department,
12. Contractor shalt furnish negative bacterial analysis
results and 24 hour chlorine residual results to the
Certifying Engineer,
13. Contractor shall maintain comprehensive (depth and
horizontal locations) field 'As Builts' for all
installations and submit them to the Certifying Engineer
and the ❑nslow County Water Department.
14. All units have individual sewer services installed by
the contractor. Water services are not to be installed
by the contractor. The ❑nstow County Water Department
will install them at a later date on an 'as -needed'
bases.
15. For other detailed construction notes, see plan and
profiles, and specifications.
16, All Installation materials and practices shall meet the
County of ❑nslow specifications.
17. All above ground utilities which are to remain inside
the right-of-way shalt be located at or as near as
practical to the right-of-way line,
LEGEND+
G.V.
= GATE VALVE
F.H.
= FIRE HYDRANT
B.O.
= BLOW -OFF
RED.
= REDUCER
S.S.
= SANITARY SEWER
T.S.
= TAPPING SLEEVE
M.H.
= MANHOLE
= FLOW ARROW
ta57
�lMr �• S��ti➢,ec:
WATER & SEWER PLAN .....
wffiz�woor V&I-Aae
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
OWNER:
WHITEWOOD ENTERPRISES
ATLANTA, GEORGIA
DATE: 11-17-93
SCALE: 1" = 60'
0 .0 U:0
FEET
Parker & Associates, Inc. �.V1_" eot,Z�,
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 9" - Jacksonville. North Carolina - 28541-09918
Phone [phone] - Fax [phone]
-

o
MqT
Lri
+Qw
w
° I Chi/N
0R
w LC)?
V
S EF C
r�N�q
z C
N
FOR
CONTINUATION
lj rtiS S33
SEE
SHEET 6
OF 10
Qzz
y #�2 SyFFTRCN
<
UJ UJ
4
O
38
c
Nq C�
&� ��
32
33
ST #11
CY
1 ,
3
�tt
V.C.
2.ST
37
CURVE DATA /
.
#10
.
p
CY
WATER\
O
^�
ST
//8Y
0 = 689141491
R = 230. 0'
vi
I+
Z
I
INV. OUT
INV. IN
za.sa ='
I�
T = 155.86'
MP�pI.�GI�Sf WAY
+ N
zs.o
�o
t`
_
L = 273.96'
LC = 258 . 05 ' /
'
/
50, P/W
ST #12
IN
!29.2
ST•
�`
RIP RAP
EXIST. 8" NORTH
TOPSAIL WATER k
+
a
N 72'47'25' W y
CY
- -
_
SCOUR PAD
_
U ZOI
_ s.r. Of p
x
SEWER. INC. SEWAGE
FOR CONTINUATION
SEE
�.
//m /-
4'
...
... ... ...._..._.
...
o
.........
w
r? Q o
INV. OU
o in
FORCE MAIN
SHEET
6
OF 10
Q
N
1 Qy on
O
,D„ y
z
30.77
0
I
N
,. ST #14
P.
t
,
' 1 a
1
C�
�L
�(��\�
231 L.F. 8" S.S.
32,0
—
33,0 +
F- ~
CY
2" V,
WATER
C.
i
1'
- 0
rn
(p U
'((7 �' / ,.
,
—
32.43
210 L.F.
» »
8" S.S. + CJ Z W
F" p W
/
p N
G F o f p
�S m
`�
�i
l
h
o !
\
TEMPORARY CONSTRUCTION
ENTRANCE (SEE DETAIL)
31.6
�n
a
�^
1 31,3
��
N 73'OS'11" W
(n C_
� W
� w W
'
v m
'
- -
_
}
-- _ _
\
+�
S.T.
-
-
/ 5.
S/
6"PVC
5�
2' TAP
2" G.V.
�
I INV OUT
RQ�,Xf
ISO ...—...
w
... ._—_.-��0
...�..
F.9
100/
WATER
18
6. FEH
S 28.40
T #9
TAP
WATER BORE
t
00 0REVERSE
0�
61 L.F. 8"
S.S.
33.59
—
��
��. .Lp
CY RIP RAP
SCOUR PAD
(SEE DETAIL)
'
O
0o
—
130 L.F. 8
/
z
6"X6" TAPPING
�
�
�
S
T
'9 �j�
t4j
16
O
15 Q®
O
SLEEVE AND
_...
_..
. .
...
Six
17
87
GATE VALVE
S 38'40'00' E
31.6
�9
I
2" TAP
2" G.V.
P.V.C.
2
6�
1
1
EXIST. 6" PVC ONSLOW
I
ST #15
CY
'y
WATER
CO. WATER MAIN
I I
J,-57
ko
INV. IN
rn x I rn
24
23
22
��O^
O
30.95
Q
\
O
0
M.APLECREST WAY
—
50' R/W
co
II
II
w
w
w
o
w
U
1.1
Q
J
-1 Q
-
r-0
Z
O
O
Q W
r-
F-
~
+
W
+
Q
+
O
Q
k 00
N
-4
g
O O M
-
p
N
Q
W�
00
W p
p
Lo
LLJ I")
,
W
00
W
QUj
W
r O
�t
Z Q
p
p
n>
O
O
nO
r p
N
= o
> U
p
w
w
z
D
Z Q
C
Z Q
0
z
0
Z
C
W
Z
0
W
C31 m W
W
(n
(n
N
C_
(3j
(n
F
3 (n
(n
F
:2 N
F
ME o
F
0
F
C_
(--4j Z
:2
o (n
F-
C
(-:)j Z
40
40
+2.40%
-
--
--
-----
+0.40%
„
100 L.F.
---
S. S. .,
--
—
—
— —
—
—
—
®1
30
30
°
°
231
L.F. 8"
S.S. ® 0.40%I
F
R"
—�
20
20
n_
00
x
Z
n
(31
9
00 10
00
MAPLECREST WAY 50' R W
y
V
LkJ
x
�
o
(o
N
N
WHITEWOOD VILLAGE
OWNER:p
WHITEWooDx
N
N
O
ENTERPRISES
tA14"r
z
z
z
z
z
z
tfcl2::Qcl
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
ATLANTA, GEORGIA
M�S`�;,•`
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
Parker & Associates Inc.
�xu Hoxy�i
,
SHEET
Consulting Engineers - Land Surveyors - Land Planners
,t
4 OF 10
DISK ACAD 137A
P.O. Box 976 - Jacksonville. North Carolina - 28541-0976
Phone [phone] - Fax [phone]
FILENAME YVV_PP1.0Y�
DATE 11-17-93
SCALE 1'- 40' HOR12.
1"= 6' VERT
DRAWN
BJT\LAM
DESIGNED TMS
JOB ND.
C930710-G1478

MATCHLINE
STA. 9+21.33
FOR CONTINUATION W
SEE SHEET 4 OF
10.
DITCH ON It
s
o
® 0.40%
0
P.C. STA. 9+26.80
RIP RAP
f SCOUR PAD RC o oS
RCD INV
N C.
GRIP
�
/
28.54N
NAp 8
3
28.40 DUT
38
EXIST. 6" P.V.C. ONSLOW
ICURVE
COUNTY WATER MAIN
DATA
ST #7 1 �1
ST #6
Cy
0= 89.53'35"
R= 230.0'
o CURVE DATA 3"xa" TAP EXIST. 8" NORTH TOPSAIL
Cy
T= 229.57'
R= 300.0' °� CAEEVE ANDNc WATER & SEWER, INC.
e• P
WA C.
��
\ <v
L= 360.85'
T= 89.11' S VAL SEWAGE FORCE MAIN
14R
LC= N 28.08'23"
E
L= 173.25' 9
\
�V�
P
324.97'
LC= N 33.21'02" W N
9
FOR CONTINUATION
SEE SHEET 7 OF 10
170.85' 930V /N
Ns 5. BENDS s>S \ 53
aS�
�� ^
I
2 jO/N
�O
X
I
I
Z
T
UNpE I2 " CO S D.I.�\
DIT
53 N R cyf R \
�' gk8
SAP
13 \
RIP
�\
\ `� �P
II
I 3'
43
O
�
�
+ \ \\ g 0
00 \\ \ 2a 5 NE R
RAP \
scouR
Lj 39
ro
41
O
42
O
44
O
s k SO
20fu, 3
„>
pAD \
N
FOR CONTINUATION
2" d 5 �P.
INCn
=
3"
FORCE
O SEE SHEET
3
7 OF
10 WA, P-V.C. °s O 0
1 E\ \ s
2s, IpT
2; Tqp
r'9
40
O
j
I
I
I z
m
INA/NW AGE
O
ci 3. CMEC
a N 'NAIWI \�R` �s Wq� SE TM
\
Im
I_
1 ID
lfAL�
N3.STACI O (S� Bolt
WP f >> \
a
/
/ ST #CY
in
V
D
I
C NINSTTERED ®ALL
T H CROSSING
N oLT
N 7-
WATERF R iCEI -CRED \
AIRCS �
l• (9
31A
II
15'
31,5
�
OSS/NG O 6 C)
5.o 'Sw
L°
59'
S.T.
StiF T
'op
L
INV.
29.g \ \
2
_y
316 L.F. 8" S.S.
O O
'1'
�� ST'MS ST �
Cy
�
CO 179 L.F. 8" S.S.
-P _
f—
189 L.F. 8" S.S. r \\ \ F�
_..............
_...—...
�O
10
...
N 16'48'24" W
_... ...
...
31.5
TEMP
O EN�gNc f (Ne
D
y =
ff
-
O
=
6"
KA1pR C.
O
+O
-' :
f O
O
O
// 2" TAP
2" G.
5 8• F A/C ON INS
6" �P?' C) 30.7 OUT
8• H. B• P,VC �y
WghR
0)
O
Z
v
Q�
1V
L�
k
1
m
Qv
O�
v
m
Oa' Q
o
O
O 2
II
m
m
�, x O
O cn
U)
Of
MAPLECREST
WAY —
50' R/W
���� w
J
F'
a
Q
w
W
J
W
W
0
r7
r7 W
Q a
O
Q
Q O
to
r
O z
ILL]Z
+
r7
O?
r
Q
O
r
ZW-
Q
W CO �
J CO j
+
O
o
O
CZ
W F
OD
J
U-+
Uj—
} J
LL-
_
O
O
O
O
O
oN,0)w
�-
O j
w
Z
Q
w
Z
j Q
4
Z Q
a_
z Q
Q
o
Z j
Q
w
z Q
0- j
w O
CD Q N
O Q N
cn 0-
w Z
cn
a cn
z
cn
cn cn
F--
:2 a-
cn
F z
cn
0
(-:)I z cn
w cn w
(= 1 cn w
40
40
18" R.C.P.
+ 0.28%
—
2.24
_
30
— _�
CO VER — _�
_
_ —
—
30
L. F. 8
S.S..
L.F.S.S.
.F.
8" S.S. ® 1.
°
°
189 L.F. 8
S.S. °
INSTALL 2 JOINTS 3" D.I. S.F.
-wilm
—�
INSTALL 1 JOINT 3'
D.I. S.F.M.
2­ COVER UNDER DIM
3 P.V.C.
'EWAGE
UNDER 2" WATER
OSSING 00
~
20
20
c0
tri
C
0
R R
O
R
_
V) <n
c4i
w w
i1
18400
19
00 20
00
MAPLECREST WAY - 50R W
WHITEWOOD VILLAGE
OWNER:
WHITEWOOD
ENTERPRISES
►��g 9=
CO
v'
"~
"
"
Z
Z
z
z
z
z
z
z
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
ATLANTA, GEORGIA
t`vw
�(j�°•..,.,,.. �a-
M �
C4J
9+00
10+00
11+00 12+00
13+00
14+00
15+00
16+00
17+00
Parker & Associates, Inc.
Hory7.
SHE
-1
�piol
5
5
Consulting Engineers - Land Surveyors - Land Planners
OF
DISK ACAD 137A
P.O. Box 976 - Jacksonville. North Carolina - 29541-0976
Phone [phone] — Fax [phone]
FILENAME WV_PP2.OWG
DATE 11-17-93
SCALE 1"= 40' HORM
1"= 8' VERT.
DRAWN
8JT\LAM
DESIGNED TMS
JOB NO.
C930710-G1478
1

k/0 �\
NAD B3 \
FOR
CONTINUATION
FOR CONTINUATION
0 10
SEE SHEET 4 OF 10
SEE SHEET 4 OF 10
�INNATION
FOR CONT 5 OF
Q�Q
4
SEE SNEE \
o
25
O
6•
6"
6"
TEE N n ST #12
G.V. -a CY
F.H.
IY1r
2 n \ N
' I
2• P.V.C.
WATER
26
/
/"
/
w
1 y 1 33es,
1 0 / O
C(VYI WACIRCLL
2" B.C.Bo
34
O \ ST #5
\ CY N11 GV�"'"
\�,I
17
INV. IN
I l 29.2
C,
50� �� W
ASSEMBLY
1 yn�
R� V`7
r \�
M.N • # 46 g3 MAP LECREST
I
I
IT1913LV CIP(le
/29.29
¢
1
N
II
50
�� —� _
/
q
o=
%O
CURVE DATA > \ '. INV. IN _
89°53'35" ¢ \ / �iS
STA'
'
.
131,6
�0 R/w
32.a
3L8
27
N 16'S4ST"#W
U
s
R=
T=
230.0 I soza2s"
\ O
229.57
z• B a
L=
360.85' O o �� \
ASSOABLY
31.6 }
33.59
�� 195 L.F. 8"
S.S.
33.7 3'
is o
O n � 165 L.F. 8" S.S.
33.3
1� 1
LC=
� w
N 28 08 23 E + I 33.0 s'
324.97' 39 29.2 cn 1 100� 8" S.S. 1
Z
30,2
I
15 gUp j
0+o ED CRES1
31�...
... ...—...
F1. #10 CFMEUA ( — _—
M. p+pp ��...
/
35
_ B
F1. f7 QUINCE EST �. 29.7
M• p+p0 PLECR
S1Aj
M
'
+
LECRES
6.3 , MAP
SSA•
sr 10
#CY
W
+ 01.3g MA I
SSTA
S-�A• 2+p8.2g
1
/ N
ao•o6'19" E
32�
C�
,�,
S
2• TAP
2' G.V. I
11
l
ASSEMBLY
1 I INV. OUT00
h
¢
/
/
I
28
29.0
I I
0 I
j
2• P.V.C.
r /RIP RAP 2• TAP 2• P.V.C.
/ 4. I SCOUR PAD 2• a� WATER
12
ki
29
n sue?
F
15'�
r RIP RAP
I SCOUR PAD
WATER
37
36 ��
O �1 �?
r
//
38 INV. OUT
/
»
�
/h.
�O ��,
x
I
�p ���
X
zs.10
3o
�s
� "
�s
F
, 3
SEE CON rrNCn
I
SHEET
FOR CONTINUATION
SUOFI7 o
FOR CONTINUATION
SEE SHEET 4 OF 10
SEE SHEET 4 OF 10
RED BUD CIRCLE
- 50' R/W
CAMELIA CIRCLE - 50'
R/W
QUINCE COURT - 50' R/W
W
W
�
U
II U
11 W
J
Q J
CL
W Q
U
Z
W
Q
Q�
Q
O
N
r7
�
O
N
�
Uj
O
00
�
W O O
,�
W
O
n
LJ O
O
W c0
r7
W O
to
O W
O
O O
O
O O n
O
/1
N' ,CV
Z
a
Z
U a-
0_ (n
U)
U 0_
N
a-
(n Z
U W
(n (n
H
(31 -
n n
n
n
c3�N H
40
40
_
40
40
+ 0.06%
o
30
195
L.F. 8"S.S
®
0.40%
30
30
30
165 L.F.
----
--
—
S•® 2•
�—
F1,
20
20
20
O
20
--
C)
O
N 00
IN
N
112,
N
0 N Ir—
Z
z_
Z
e —
C-)�j
Z
"Co Z
0
00 1+
0
2
00
RED BUD CIR., CAMELIA CIR., QUINCE CT.-50' R/W
o
tia, ,,
CD
C4
N
rn
AR
WHITEWOOD VILLAGE
OWNER:
WHITEWOOD
°°
N
N
a N
z
o
z0.
ENTERPRISES
lets R ;9
-
Z
Z
Z
•
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
ATLANTA, GEORGIArNr
+
C�
z
Z
z
ou
C'`I
z
0+00
1+00
2+00
3+00
0+00
1+00
2+00
3+00
Parker & Associates, Inc.
Hon��
SHEE 'Imaa"'•"
�,Q„�
6 OF 10
Consulting Engineers - Land Surveyors - Land Planners
DISK ACAD 137A
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
FILENAME WV_PP3.DWG
DATE 11_17-93
SCALE 1"= 4-0' HORIz.
1"= 8' VERT
DRAWN
BJT\LAM
DESIGNED TMS
JOB NO.
C930710-G1478
i

�P
iP y W� � P.V.C.
a
9, O� O
F p
O
k 00
SFFR co
syFF TNT
U O
z z
o
0o y�
r� qT pN
Vo
O
3,
K. SFM.�C.
FOR
SEE
CONTINUATION
SHEET
5 OF 10
~ tip
h Y TAP °�
\ 2" G.v.
CO
/ /
CURVE DATA
o = 33'05'17"
O
1
I
�� /
�
R= 250.0'
6" P.V.C.
INSTALL 1 JOINT 3" D.I. 36
0
41
1�� ^�
/ X
o
T= 74.26'
L= 144.37'
WATER
CENTERED O S.D. CROSSING
�.
/
uj
t /
/ s
37736
44
LC= N 56'38'57" W
4g
47
T
I
41 SEWAGE PUMPING
.\x
�P. �y>F
OS
h
x S
wQy
142.38'
4
O
S fi �/1
A 0+00
m I
+
/
(SEESTAT SITEPLAN)
„A„
\IS
N
11NE ,.A„
ST A.
N
LINE
k00
.
\
+
_
13+97.09 MAP
S 73'11'36" W
185 L.F. E" S.S.
M
3 5'
6TEE / y 3
N
>
s
¢ECRE$T
>
3
0dr6'
'�
2' B.o.
°
°°
1:�:'9�YO ;9. 31,9
R-'r
...—_.—...
ASSEMBLY
1
ON
8)5WAFMNT
R
Q
z
r
�
feFN
�F.$'Cpti q
IP N
SS�NCipE,O
\\
34n �-
41
34,0 312 L.F. 8" S.S.
34. 0
I
4g
6
"
4'
3P..C. 42
S.F.M. 0 �
m
46
Sjq. �`7
z O
53
325CpS4+639p
z
S 40'06'19" w
FOR
CONTINUATION
51
\
SEE
SHEET
5
OF 10
52
OAk PALE L*9
S ?
5OI �� W
50
49
V.
WATER C.
\
i
®o�OspL
SD
\
o
LINE "A"
0
OAK
DALE LANE —
50' R/W
z
ry
Uj
II
0
w w
I w
W
Q
Q W
00
Q W
Q
J
O
W
=
ELI
0
Q rn
zrn
Q
O
'o
—_
M
-
W O +
W Q
O
LLJ (0
O
_
O
00
D
O
O N
U
O E
M
0
0
w-
O
Z
a
Z
0
Z
U W
--
— Z
Q
Cl-
a-
m V) U)
:2 W
I- Z
:2 (n
(3) F-
:2
U) U)
�
rn
(n
1-)
U)
40
40
40
0.0%
—
KAIKI
30
i
30
COVER
30
150 L.F. 8' S.S.
@ 0.4
0
r—
FORCE
MAIN
f--
185 L.F. 8" S.!;.
Cs 0.5
3" SEWAGE
FORCE MAIN
—
20
20
1 JOINT 3" D
I. CENTERED
20
® S.D. CROSSING
'
Z
Z N
IIs
1+
0 2
00
3
0
OAK DALE LANE — 50
R W & LINE "A"
o
Co
(D
r
C7
�
M
WHITEWOOD VILLAGE
OWNER:
WHITEWOOD
ENTERPRISES
fro
Z
z
z
Z
Z
Z
Z
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
ATLANTA, GEORGIAa��C►¢
f�-`��� e»'
-""
0+00
1+00
2+00
3+00
4+00
5+00
0+00
Parker & Associates, Inc.
7�ioF 10
Consulting Engineers - Land Surveyors -
Land Planners
— —
DISK ACAD 137A
P.O. Box 978 - Jacksonville, North Carolina - 28541-0976
Phone [phone] - Fax [phone]
FILENAME WV_PP4.DWG
DATE 11-17-93
SCALE 1"= 4C HORIZ.
1"= E' VERT.
DRAWN
BJT\LAM
DESIGNED TMS
JOB NO.
C930710-G1478

I

2"
3 1 MUELLER CENTURION MODEL
A 421 FIRE HYDRANT WITH
1-4 1/2" PUMPER NOZZLE
AND 2-2 1/2" HOSE NOZZLES
J
I I
I I
� 1 IJ ii LI
N 0 I
d U L ___� j
ol8
I I
I I
00
0 4
ALTERNATE LOCATION
VALVE AND VALVE BOX
PRECAST CONC. COLLAR
SET TOP 1" ABOVE
VALVE BOX TOP
az
IN2
DUCTILE IRON PIPE
TYPICAL PAVEMENT
1 1/2"
6"
—DEWEY BROS. VBX-TE-100
VALVE BOX OR APPROVED EQUAL
— 6" GATE VALVE
I Rg 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 DEPT
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
PRECAST CONC. COLLARS
SET TOP 1" ABOVE VALVE BOX TOP
VALVE BOX COVER /
12" M
TAMPED EARTH
THREADED COUPLING
FOR CAP OF
2" CAP
VALVE BOX -
BLOW -OFF
2" PIPE
BRAS
L�
2" PVC
PIPE PPLE
2" Cl 90'
WATER
BEND
-'
(THREADED)
#67 STONE
CONCRETE
2" GATE VALVE (IRON
BODY)
BLOCKING
NOTE:
NO PLASTIC OR GALVANIZED SCREW FITTINGS BEFORE VALVE.
" BLOW- OFF
NOT TO SCALE
N.C.S.R. 1518
60' R/W
20'
x 6"
PING SLEEVE
PAVEMENT
GATE VALVE
4'±
��
T5-1
-tAN.
MIN.. I MIN. 18"
BENDS TO BE PROPERLY
MIN
!-
TRAINED AND BLOCKED
6" PVC WATER
38
L.F. STEEL CASING
s
U
K N
Q
3
m �
in
Q X
6 W
N
X
W
NOTES.
1) CONTRACTOR
TO FIELD VERIFY LOCATION AND THS OF
EXISTING
OF WATER AND SEWAGE FORCE MAINS D ANY
OTHER UTILITIES
PRIOR TO BEGINNING BORE.
2) CASING THICKNESS SHALL BE PER D-O-T REOLMEMENTS.
WATER
BORE DETAIL
NOT TO SCALE
NOTE:
MIN. SLOPE THROUGH MANHOLE WILL
BE CENTERLINE INVERT. MAX. DROP
THROUGH MANHOLE WILL BE AS FOLLOWS:
1/2" FOR 0' TO 45' CHANGE
IN HORIZ. ALIGNMENT
1" FOR GREATER THAN 45' CHANGE
IN HORIZ. ALIGNMENT
d 1
p- 6 X 6 NO. 6 GAUGE SINGLE LINE
011 STEEL REINFORCED REIN IN CENTER THIRD OF WALL
In O PLASTIC STEP
W I- ALSO TONGUE & GROOVE.
a ` CONE GROUT
>
"O" RING
TAPERED LIFTING
w
RISER
HOLE
O
E2
IT
j1
1/4" BUTYL
aRESIN
GASKET-
Qof
GROUT
00
11/2
z
f:
io�
...
.........
o
E3
�6X6N0.6
6" GAUGE WIRE MESH
DETAIL FOR MANHOLE �JII JOINT 15" &LARGER IN
EXISTING MANHOLE
s �I 1 /_� 3/4" GROUT
BRICK
e
8 NO. 4 REIN ROD
TYP. 8' O.C.E.W.
6" 1 5' 48 5 6 I L COMPACTED NO. 67
NOTE: I MIN. 70" I r
FOR 5-0" EXTENDED BASE MANHOLE STONE BED TO TOP
BASE WILL EXTEND 7" BEYOND EXTERIOR OF BASE
WALL. STANDARD PRECAST MANHOLE
SADDLE CONNECTION
CEMENTED IN PLACE
TRUSS SEWER
MAIN
STAINLESS
STEEL BAN
TRUSS
SEWER MAIN
N.T.S.
ASTM C-478
45' BEND
—NOT TO BE MORE
THAN 45' FROM
HORIZONTAL
45' BEND
PRECAST CONC.
COLLAR. SET TOP
1" ABOVE CAP. CAASTIC SCREW
7-0
CLEANQEND _ D-
0 W
Z
W
c�
FROM UNIT
4" WYE j OWNER
TEMPORARY PLUG
4" SEWER
SERVICE
_j DIRECTION NOTES:
OF FLOW 1. TAP MADE IN SEWER MAIN TO BE
BORED, SAWED, OR DRILLED,
NOT PUNCHED BY HAMMER.
2. GASKETED IN -LINE WYES ARE
SADDLE CONNECTION ACCEPTABLE.
TYPICAL SEWER CONNECTION
NOT TO SCALE
OPEN TERRAIN
HEAPED BACKFILL,
NC
UNPAVED AREAS
SUBJECT TO TRAFFIC PAVED AREAS,'
CRUSHED STONE
OR GRAVEL ROAD SURFACE
BACKFILL
MECHANICALLY PAVEMENT BASE
COMPACTED INITIAL BACKFILL
BACKFILL, IN (HEIGHT VARIES
:MBEDMENT 6" LAYERS 12 WITH HAUNCHING)
'ONE HAUNCHING
(HEIGHT VARIES)
BEDDING
(HEIGHT VARIES)
VARIES
FOUNDATION
(IF REQUIRED,
DEPTH VARIES)
NOTE: SEE SPECIFICATIONS AND TABLES GEN-1,
GEN-2 AND GEN-3 FOR ADDITIONAL DETAIL
TYPICAL SEWER PIPE EMBEDMENT
AND BACKFILL SECTION
NOTE:
SOLID STAINLESS STEEL BANDS
SHALL BE. 300 SERIES 1/2" x .05"
(BAND —IT TYPE 316). ALL BAND
CONNECTIONS SHALL BE DOUBLE
BANDED. FOR PIPE CONNECTIONS
12" OR LARGER TWO (2) SETS OF
DOUBLE BANDS WILL BE REQUIRED.
NOTE:
FLEXIBLE SLEEVE BOOTS SHALL
NOT BE USED NTH CONC. PIPE.
NOTE:
LUBRICATE THE FOLLOWING:
(1) PIPE EXTERIOR
(2) BOOT INTERIOR
((3) BOOT EXTERIOR
4 STAINLESS STEEL BANDS
(TOP & BOTTOM)
NOTE:
NO SCREW TIGHTENED BANDS
SHALL BE ALLOWED.
NOT TO SCALE
MANHOLE WALL
3" MAX. 3" MIN.
GROUT
MANHOLE BOTTOM
FLANGE
CAST
INTO
MANHOLE
B" THROUGH,12"
PIPE
SOLID STAINLESS STEEL BANDS
(300 SERIES 1/2" x .03")
OMPACTED #67 STONE
MANHOLE WALL
3" MAX. STAINLESS STEEL EXPANDING BAND
GROUT
8" THROUGH 18"
PIPE
STAINLESS STEEL BANDS
SERIES 1/2" x .03")
ACTED #67 STONE
EXPANDING STAINLESS STEEL INTERLOCKING SLEEVE
FLEXIBLE SLEEVE BOOTS
NOT TO SCALE
r

SCREENED INLET VENT
PRECAST CONCRETE
WET WELL
8" SAN. SEWER
STAINLESS
STEEL BASKET
STRAINER
1'-2 7/16" x 1'-8 1 /4"
CLEAR OPENING
36" x 24"
CLEAR OPENING -
° ° n
e e e
p _ Co°
, d
p
°
NOTE:
1. SERVICE POLE METER AND DISCONNECT SHALL BE
PROVIDED ALONG WITH A 110 VOLT WEATHERPROOF
GFI DUPLEX RECEPTACLE FOR TEMPORARY POWER NEEDS.
2. AUXILIARY POWER CONNECTION, WHICH MAY INCLUDE BUT
IS NOT LIMITED TO A DOUBLE THROW DISCONNECT SWITCH
AND GENERATOR RECEPTACLE, IS TO MATCH NORTH TOPSAIL
WATER AND SEWER CORP. PORTABLE AUXILARY POWER SOURCES.
3. FOR ADDITIONAL INFORMATION, SEE THE SPECIFICATIONS.
SEWAGE
PUMPS -
O
PLAN VIEW
NO SCALE
3" DUCTILE IRON
c
3" P.V.C.
DUCTILE IRON
p - TO P.V.C. ADAPTOR
APPROX. FLOAT
LOCATION
CONTROL PANEL
WITH DEAD FRONT AND
BUILT—IN FLASHING
LIGHT ALARM
2" DIA. CONDUIT FOR PUMP PROVIDE LOCK FOR CONTROL PANEL
CABLES AND FLOAT CABLES
WITH PLIABLE, REMOVEABLE BOLT PIPE TO GUIDE RAIL SPACER TO KEEP
SEALANT INSIDE WETWELL AND RAILS PLUMB.
CONTROL PANEL TO PREVENT
GAS AND MOISTURE LEAKS.
4" D.I. SCREENED
INLET VENT
12" TOP ELEV. 34.4
12T
12"f p
° n `
° ° ° ° o o ° o
p ALUMINUM DOOR p 6" GRAVEL 33.4t
�Oo°o°o°o°o°o°o°o ° ° o 0 0 0 0 0 0 0
•000.°o°o0000100 '°0°0°0°0°0°0°0°01C
°s°°°ooe° &FRAME HATCHES a °,°°°,°°°°°o°°°°
WITH LOCKS w°°o °s^
STANDARD PRECAST p - >
CONCRETE MANHOLE o
WITH EXTENDED BASE z 0
n 3" P.V.C.
2-1" STAINLESS STEEL 1 1/4" STAINLESS
PIPES (GUIDE RAILS) p - STEEL PIPES (GUIDE
RAILS EACH SIDE) °
° 11" APPRO . d DUCTILE IRON TO P.V.C. ADAPTOR
STAINLESS STEEL
BASKET LIFTING TEE
CABLE (SIZE AS REQUIRED) I °
° p GATE VALVE (EACH SIDE)
o ,
8" S.S. I op STAINLESS STEEL
INV. IN 22.71 p - /2 MAx. PUMP LIFTING CHECK VALVE (EACH SIDE)
CHAIN OR CABLE ° MERCURY FLOAT SWITCHES
(SIZE AS REQUIRED) d
ALARM ELEV. 22.71
STAINLESS STEEL `d
BASKET STRAINER. p - LAG PUMP ON ELEV. 22.21
3/16" DIA. 303 S.S.
ROD WELDED d HOLDING ° LEAD PUMP ON ELEV. 21.71
CONSTRUCTION p - p
2 X 2 3/16 MESH ° BRACKET PUMP OFF ELEV. 20.71
I I
p - SEWAGE PUMPS p
e ,
3" DUCTILE IRON
d / e
p - GROUT �;j;: r GROUT p 12" EXTENDED BASE
BOTTOM ELEV. 18.71
p-
° ° ° ° ° ° ° ° ° ° e MIN.
o° 0° o o o° o°Q, o° 00 0° O °o 00 O o° " oO ° o° o o° o °° o0 000° 000°°o�0 0 00
0 Q)001 0'3Q ° °o°o°o° o° o °o°o°0 00 0 o° 12 MIN. CRUSH D STONE B o0 0° °o 0 0°0 0°0°0°0°0 0° ° o 0 00
° o 0 o°O o000 000°°CJ 0 0 0°0°000 00 0° o° o o° o ° o° o0 00 0 0 ° o 0 00 o a °000 o ° ° °o°o
°O° O O ° O O O° O °O°O °O O O° O °° °°O ° O° ° 00°O O O O O ° °° ° O O
SECTION VIEW
SEWAGE PUMPING STATION
2' DIAMETER CAST IRON
MANHOLE AND COVER
MOUNTED LEVEL WITH
FINISHED GRADE
GROUND
- TI—z'-o•--i
., 112" STEPS PRECAST 4' MANHOLE
(HEIGHT AS REQUIRED)
4' -
° 4, �-3" IRON BODY
SWING CHECK
P.V.C. TO D.I. 3" D.I.S.F.M. VALVE
ADAPTOR - ­3" SEWAGE FORCE MAIN
s _ _
6' --— --6" x 12' CONCRETE
�'•; '•: : '• PEDESTAL (SUPPORT)
8' (HEIGHT AS REQUIRED)
CRUSHED STONE
CHECK VALVE MANHOLE DETAIL
NOT TO SCALE
20'X20' 6' HIGH
CHAIN LINK FENCE o
WITH 16' DOUBLE o
SWING GATE
STA• 0+00
M
INV. OUT
31.73
24 L.F. 15"
R.C.P. ® 0.40%
20'
Q
L1�
z
`�
Li
J
L0
00
3
�1
28 L.F. 18"
R.C.P. ® 0.40%
INV. OUT
30.29
r 46
45.54'
O
° GRAVEL ENTIRE AREA
TO 1' OUTSIDE FENCE
1 WITH 6" COMPACTED CABC
0 0 INV. IN
31.82
34,
31.9 SWALE ON R
ROCK CHECK ®0.409
DAM
INSTALL 1 JOINT 3" D.I.
CENTERED ®S.D. CROSSING
i
3'
12' WIDE 6" THICK
GRAVEL DRIVE
30.
S.F.M.
42
— 20' UTILITY &
ACCESS EASEMENT
INSTALL 1 JOINT 3" D.I.
CENTERED ®S.D. CROSSING
00
INV. IN 3' P.V.C.
30:4 S.F.M.
OL
�_ ROCK CHECK ~Q O
DAM Z �11
179 L.F. 8" S.S.
6" P.V.C.
WATER
F- ♦—
w
316 L.F. 8" S.S. o :r
of w
0 ui
u1
—... f—
N 16'48'24" W
O
U
MAP.�Ck�5f WAY
Li 50' U W
o �
o
rn
� o +
r ;
SITE PLAN
CIO 1 " = 20'
0
NOTES:
1. Upon completion of installation, entire site to be graded
to original contours and/or to insure positive drainage so
that no ponding of water occurs.
2. All disturbed areas to be seeded or stabilized within 30
days of completion of work.
3. For additional information, see the specifications.
IRI _)UMLC

"X
EARL PITTMAN
D.B. 851, PG. 426
EXISTING
CE DITCH 30.1
EXISTING
20' PAVEMENT
M .... _.. --•-
LISTON T. YOPP
D.B. 208 PG. 260
REV. 1-28-94 LAM - CHG ENTRANCES PER D.O.T. "(a5
REV. 01-07-94 BJT REV. PIPE "E", ADD DITCH SECTIONS, VELOCITIES AND S.T. C.Y. SIZES.
LINE DITCH INTERSECTION
WITH 30 S.Y. 6" DIA. RIP RAP]
JONES/ONSLOW EMC
D.B. 786, PG. 346
LISTON T. YOPP
D.B. 212, PG. 193
D.B. 158, PG. 438
EXISTING
�>k fE DITCH 29.4
0
32
29
ST #5
11.7 CY
NOTE:
FOR DESIGN CALCULATIONS OF DITCH SECTIONS
2s.2s 5 �� 1C A -A, 8-8 AND C-C SEE THE EROSION AND
SEDIMENTATION CONTRCL NARRATIVE.
PRINTED a -as -ail K-5N
PARKER & ASSOCIATES INC
,1 2 ICONSULTING ENGINEERS LAND SURVEYDAS LAND PLANNERS . P. O. BOX 976 JACKSONVILLE NC 28541-0976
SHEET 2 OF 10
FIELD BOOK: WHITEWOOD VILLAGE, =GS. 12-19, 21-22
DI`_:K "DAME: ACAD 137A
F ENAME: WV-GEN.DWG
,OB NO.: C930710-Fi478 BJT
DRAINAGE DATA
Pipel
Area
Q10
Q25
Dia,
Grade
Length
Q10 Outlet
(acres)
(cfs)
(cfs)
(inches)
(%)
(ft.)
Velocity
(fps)
A
2.4
6.0
6.8
18
0.45
70 RCP
4.5
B
1,68
4.8
5.4
18
0.40
48 RCP
4.1
C
6.85
19.6
22.1
30
0.40
36 RCP
5,8
D
2,04
5.9
6.6
18
0.40
48 RCP
4.3
E
3,2
9.2
10.3
2-18
0,30
70 RCP
3,6
Q = CiA Tc = 10 Min,(plpe 'A' only)
C = 0.4 i10 = 6.26 Inches/hour
Tc = 5 Min. i25 = 7,08 inches/hour
i10 = 7,17 inches/hour
i25 = 8.06 inches/hour
Control Velocity = 3.5 fps
RCP = Reinforced Concrete Pipe
General Notes
11 Entire Development area is wooded,
2. Entire right-of-way to be graded.
3. All culverts under street tc be reinforced concrete per
North Carolina Department of Transportation
specifications, unless ctherwise approved by the
Engineer.
4, A minimum sight distance of 10' x 70' shall be
maintained along the right-cf-way of all internal
intersections.
5. 20 foot radii at right-of-way intersections, 30 foot
radii at edge of pavement intersections.
6. Sediment control devices and structures shall be
installed, maintained and amended as needed to provide
effective control of accelerated sedimentation until the
contributing watersheds are stabilized.
7. Upon completion of any phase of construction or
development, a protective ground cover wlll be provided
sufficient to restrain accelerated erosion within thirty
(30) working days,
8. Alt materials and practices to meet North Carolina
Department of Transportation standards,
9. For other detailed construction notes, see plan and
profiles.
10. For additional information see Erosion and Sedimentation
Control Narrative Report.
LEGEND
33 4_41 x = PROPOSED ELEVATION
34.4x = EXISTING SPOT ELEVATION
DITCH
36.... = EXISTING CONTOUR
ST #6® = PROPOSED ROCK CHECK DAM
12 CY©= PROPOSED SEDIMENT TRAP (CUBIC YARDS)
® = RIP RAP SCOUR PAD
= FLOW ARROWS
= WOODSLINE
Lr
9 8 94
rub 19 f
A"l`� D E M
9 NAR 94 „ . Sm41
0.
GENERAL GRADING, DRAINAGE, EROSI
SEDIMENTATION CONTROL PLAN
PW77 woos �il-,I�Aae
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
OWNER:
WHITEWOOD ENTERPRISES
ATLANTA, GEORGIA
DATE: 11-17-93
0 30 60 120 180
SCALE: 1" - 60' FEET
Parker & Associates, Inc.
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
Photo [phone] - ftx [phone]
M

�1
3 MI
CHANNEL
DEPTH
VARIES
N3 MIN. \y/,\J/\; Y Y
IN CHANNEL
1.5' MIN. A A
y PLAN VIEW
i7 STONE
7-5D--7
TYPICAL CHANNEL SECTION
NOT TO SCALE
NOTES:
1. CONSTRUCT CHANNEL TO DEPTH SHOWN ON PLANS.
2. ALL CHANNELS SHALL BE CUT WITH A 3:1 SIDE SLOPE, UNLESS
OTHERWISE SPECIFIED ON THE PLANS.
TOP OF
CHANNEL
1/2 D
BOTTOM
B
PLAN VIEW
W = VARIES
1/2 W
�+ d
SECTION A -A
1/2D
a
W = CHECK DAM WIDTH
D= DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE
CHANNEL
BOTTOM
6"
EL TOP j
CHANNEL-)
1 1 2D
OIL \M1
1/2D SECTION VIEW
D
FLOW
1
2 D
I 4" MIN MEDIAN STONE DIAMETER = SIZE
--{ �
#67 STONE 1. D = INSIDE DIAMETER OR WIDTH
OF CULVERT
2. MINIMUM STONE THICKNESS TO BE
SECTION B—B TWO TIMES SPECIFIED STONE DIAMETER.
CAAEUA CIRCLE
f REP 940 aAUE
MAFWCR� WAy Y OAK DALE LME
OCAL RESIDENTIAL
ROAD CROSS SECTION
D.O.T. STANDARD
STRIP PAVED SUBDIVISION STREETS
NOT TO SCALE
RIP RAP SCOUR PAD
NOT TO SCALE / \
NOTE. GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS. -
FORTIFIED ROCK CHECK DAM' R
I
DEPTH ASSHOO
PLANS
ON
P
PLANS
/
5 sI I f
SWALE DETAIL
I 18, I
R/W 116' MIN.
I
I i
---- 50' R/W I
EXISTING ROAD MIN'
TOP OF CHANNEL
NOTES:
1. MAXIMUM TYPICAL WIDTH 4'.
2. AT LEAST ONE TRAP TO BE LOCATED TO PROTECT ENTRANCE TO
EACH ENCLOSED STORM DRAIN CONDUIT.
3. SEE PLANS FOR MINIMUM STORAGE VOLUME FOR SPECIFIC
LOCATIONS.
4, MINIMUM VOLUME OF 3 C.Y. TYPICAL FOR TRAPS UNSIZED ON
PLANS.
5. MAINTAIN LENGTH TO WIDTH RATIO OF 5:1 WHERE REASONABLY
POSSIBLE AND SHALL BE 3:1 OR GREATER FOR ALL INSTALLATIONS
TEMPORARY IN CHANNEL SEDIMENT TRAP
NOT TO SCALE
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.
SYMMETRICAL CUL-DE-SAC -- NO CUR
D.O.T. STANDARD
NOT TO SCALE
AND GU
90-z-zs-94-TA5- CNW4. a/s PI1111 st"rFf FRA =:11, 1:1.
REv- l'ZS-94 (Am - Re. AD. Cx Ss SE,-rie- DE77,,-
1

e
JNSLOW EMC
/ D.B. 78 � D.B. 786, PG. 346
INV. OUT
30.75 / b.
90�+�
INV. IN
�v 0 30.44
0
o
�J` \Q APR QPO
33 / 3` ° °I ` TEMPORARY CONSTRUCTION
. c 31.
10 r,,`3 ENTRANCE (SEE DETAIL)
EXIST. oh Cy
INV.INV. OUT \_ Y +5..!.'' .��'S
29.18\
C� Co / ,0 ...33
EXIST.
- INV. IN .. 33
/.. _ . .
30.11
31 52
F
33.6 x 31.5 1
0 l,�� /. 31.5
t
EXISTING / 31.. /
20' PAVEMENT 49
33 / 0
j� 3' . S�
6 $� 0�.... / 0• 33 �f
So' 0 0 09N 32,5 5
34,0 f I o 43
�0 ..
v3i® LISTON T. YOPP
=n ®li" 46 D.B. 212 PG. 193
/ SOS �o 00 0 48 �...� 0 I 33 O6 ---
INV. OUT 1 D.B. 158, PG. 438
30.84 / 655 s1� 26
� 11
INV. IN
y G{ BSI'\T 32.2
b.
i.G�P� O�P\�P Q �y POhpd .000 0o -- 25 PFty `SLOG 31,8 WE DS : SW ALE ON R 31.9
° ti0 MQO AGE �y
Qos S S 9,:`` 0 4pi� h��P'\' 32.6 SIPS O
/ \ 33 .
h3 33 7
20\ `� O 32°i x I 41 S 3 CY
33 _34. .. ... .....
3132 ...24. F y / 35 Q 20'
O 28 36
311��'- 'w. 2/ � ..� � 31,5
33 31.1
30.2
` 33.59
3176 313 f ' I
23 x 333 39 EXISTING
1� 32.0 O / / - DITCH 29.4
\ \ NOTE: CURVE TO BE CD 30,
Q SUPER ELEVATED. SEE / / 32
\ _ ' PLAN & PROFILE. 31
a9
� ST #v 37 38 / J
4.7 CY - 2 / ST #5
32 V 33 78 ST #10 ST #8 2��,K/ h - 11.7 CY
4.7 CY 2.0 CY INV. IN ST #6 / ��• NOTE:
28.54
INV. OUT + NV. IN mac// FOR DESIGN CALCULATIONS OF DITCH SECTION
22 \ MAGf'I �CnSr WAY i I t< Z9 0 21.0 CY / +� / 2s 2s S 0 A -A, B-8 AND C-C SEE THE EROSION AND
\ 50� IC� W ST #12 INV.
29 4IN Q 0 +`0 �� C - SEDIMENTATION CONTROL NARRATIVE.
RIP RAP
NOTE: CURVE TO BE \ 12.3 CY
SUPER ELEVATED. SEE \--_ SCOUR PAD / 32
PLAN &PROFILE. -- -- ---
x 32,0 Dx 32.43j c° »C»..� 33.0
EARL PITTMAN ..�_ y Q �. Rpo�P + I,
_.. ... INV. OUT
D.B. 851, PG. 426 WETLANDS
29.10
ST #7 \ �.
21 ST #9 z INV. OUT 9.7 CY 29,7 28
/ 13.7 CY 28.ao
�C5 RIP RAP 11 nT7�7r}r�s7�
/ 32 0 ® SCOUR PAD - PRINTED- pi -as Qy KSF1 32
20 19 t 8 17 16 15 © © t 4 12 PARKER 6 ASSOCIATES INC
Con MMG MAIMaEP M LAND SURVEYoas LAND PLANNsas
........... ........... .32. 9716 JACYSOHy!'y1.E
.....32 ........... 2 . _. 27.8 .. KC 26543-0976
..33... .. _ .. ........
.30
:: 33 .. .. .. _ .. .
.. .. ..
33
31 ...... .. .... .. .31 EXISTING
au-31.. :. ¢ DITCH 27.5
. ,32 ., 31
3a
. 32...... 32 33.
- 32)
LINE SHEET 2 OF 10
EXISTING EXISTING EXISTING EXISTING EXISTING 29 28 28 J
DITCH 30.1 CL DITCH 32.6 q DITCH 29.6 CL DITCH 30.0 fE DITCH 27.5 29 30/ 31 32
LINE DITCH INTERSECTION .I
LISTON T. YOPP �-H 30 S.Y. s_DIA. RIP RAP] FIELD BOOK: WHITEWOOD VILLAGE, FIGS. 12-19, 21-22
D.B. 208, PG. 260 DISK NAME: ACAD 137A
FILENAME: WV-GEN.DWG
REV. 1-28-94 LAM - CHG ENTRANCES PER D.O.T. TMS
REV. 01-07-94 BJT REV. PIPE "E", ADD DITCH SECTIONS, VELOCITIES AND S.T. C.Y. SIZES. JOB NO.: C930710-F1478 BJT
TO NORTH TOPSAIL BEACH
TO N.C. HWY 172
2 N.C. HWY 210
.0
'sue
SITE J
__N.0
S R. 1553
VICINITY SKETCH
NOT TO SCALE
DRAINAGE DATA
Pipe
Area
010
025
Dia.
Grade
Length
Q10 Outlet
(acres)
(cfs)
(cfs)
(inches)
(%)
(ft.)
Velocity
(fps)
A
2.4
6.0
6.8
18
0,45
70 RCP
4.5
B
1,68
4.8
5.4
18
0.40
48 RCP
4.1
C
6.85
19.6
22.1
30
0,40
36 RCP
5,8
D
2.04
5.9
6.6
18
0,40
48 RCP
4.3
E
3.2
9.2
10,3
2-18
0,30
70 RCP
-
3,6
Q = CIA Tc = 10 Min,(plpe 'A' only)
C = 0.4 i10 = 6,26 Inches/hour .
Tc = 5 Min. i25 = 7.08 inches/hour
i10 = 7.17 inches/hour
i25 = 8.06 inches/hour
Control Velocity = 3.5 fps
RCP = Reinforced Concrete Plpe '
General Notes
1. Entire Development area is wooded.
2. Entire right-of-way to be graded.
3. All culverts under street to be reinforced concrete per
North Carolina Department of Transportation
specifications, unless otherwise approved by the
Engineer.
4. A Minimum, sight distance of 10' x 70' shall be
maintained along the right-of-way of all internal
intersections.
5. 20 foot radii at right-of-way intersections, 30 foot
radii at edge of pavement intersections.
6. Sediment control devices and structures shall be
Installed, maintained and amended as needed to provide
effective control of accelerated sedimentation until the
contributing watersheds are stabilized.
7. Upon completion of any phase of construction or
development, a protective ground cover will be provided
sufficient to restrain accelerated erosion within thirty
(30) working days.
8. All materials and practices to meet North Carolina
Department of Transportation standards.
3, For other detailed constriction notes, see plan and
profiles,
10. For additional information see Erosion and Sedimentation
Control Narrative Report,
LEGEND g M 94
34A x = PROPOSED ELEVATION ��14
34.4x= EXISTING SPOT ELEVATION
.._ = DITCH
36.... = EXISTING CONTOUR
ST #6 = PROPOSED ROCK CHECK DAM
12 CYO = PROPOSED SEDIMENT TRAP (CUBIC YARDS)
® = RIP RAP SCOUR PAD
= FLOW ARROWS
= WUODSLINE
ii V, FEB 2 8 1994 U• �� x '_ °'
U
FEB 2 8 1994 ...................
a
b
DJE M.a of-Zd 9`�
�4. , V ,
GENERAL GRADING, DRAINAGE, EROSIon-'&
SEDIMENTATION CONTROL PLAN
KH17"1 wooV V&1-�Alae
STUMP SOUND TWP., ONSLOW CO., N. CAROLINA
OWNER:
WHITEWOOD ENTERPRISES
ATLANTA, GEORGIA
DATE: 11-17-93 0 30 60 120 180
SCALE: 1" = 60' FEET
Parker & Associates, Inc.15w"b�
Consulting Engineers - Land Surveyors - Land Planners
P.O. Box 976 - Jacksonville, North Carolina - 28541-0976
Phone [phone] - Iaz [phone]
4

— — — — — — — — — — — — — — — — —
CHANNEL /
DEPTH
1 VARIES 1;
' 3 MIN. 3 MIN.
1. 5' MIN.
TYPICAL CHANNEL SECTION
NOT TO SCALE
NOTES:
1. CONSTRUCT CHANNEL TO DEPTH SHOWN ON PLANS.
2. ALL CHANNELS SHALL BE CUT WITH A 3:1 SIDE SLOPE, UNLESS
OTHERWISE SPECIFIED ON THE PLANS.
1
ROCK CHECK
DAM
5
DEPTH AS
SHOWN ON
PLANS
SWALE DETAIL
TOP OF CHANNEL
5
20 MIN. (TYP.)
FLOW
1 5' MIN. 1
1
INVERT OF — D
CHANNEL
FLOW j
NOTES:
1. MAXIMUM TYPICAL WIDTH 4'.
2. AT LEAST ONE TRAP TO BE LOCATED TO PROTECT ENTRANCE TO
EACH ENCLOSED STORM DRAIN CONDUIT.
3. SEE PLANS FOR MINIMUM STORAGE VOLUME FOR SPECIFIC
LOCATIONS.
4. MINIMUM VOLUME OF 3 C.Y. TYPICAL FOR TRAPS UNSIZED ON
PLANS.
5. MAINTAIN LENGTH TO WIDTH RATIO OF 5:1 WHERE REASONABLY
POSSIBLE AND SHALL BE 3:1 OR GREATER FOR ALL INSTALLATIONS
TEMPORARY IN CHANNEL SEDIMENT TRAP
NOT TO SCALE
0
TOP OF
CHANNEL
1/2 D
7 STONE
Ii
1/2D
=BOTTOM —
B
PLAN VIEW
0
W = VARIES
1/2 W
SECTION A -A
W = CHECK DAM WIDTH
D= DEPTH OF CHANNEL
dm= MEDIAN DIAMETER OF STONE
CHANNEL
BOTTOM
6"
EL TOP 12"
�
�CHANNEL) 1 /2D D
1 1 2D r FLOW
= r
4" MIN
#67 STONE
SECTION B-B
NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED
BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS.
FORTIFIED ROCK CHECK DAM
R/W
CONSTRUCTION
ENTRANCE
PROFILE
f 7
r----- -
FLOW CHANNEL
TrrTD )-- — ---�—
I
IN CHANNEL
PLAN VIEW
DIE
SECTION VIEW
2 D
MEDIAN STONE DIAMETER = SIZE
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
CAn EUA CIRCLE
Cam. REO BW0 catLC6C
/AAQLECRES( WA Y OAK DALE LANE
LOCAL RESIDENTIAL
ROAD CROSS SECTION
D.O.T. STANDARD
STRIP PAVED SUBDIVISION STREETS
NOT TO SCALE
50' R/W 1
EXISTING ROAD I MIN.
(SEE NOTE)
50' M;N.
LENGTH
R/W
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE
NOT TO SCALE
Construction SmOications
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.
0
SYMMETRICAL CUL-DE-SAC -- NO CURB AND GUTTER
D.O.T. STANDARD
NOT TO SCALE
RB✓-z-z5-94-Tn5- cNru. a�s viisN ssePFf FRn r:I -r. ?:l.
REJ /-2H-`J4 Wm - RE+ Rn C2cS5 SEcYION OE�+�[ TMS