SW8060122_APPROVED PLANS_20060315

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 WWII
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2UwD asG
YYYYMMDD

South River Drive
EXISTING ROAD
�A$NMLT urn AM ACaQTAML I SO L FM m "CAT
e WAM VTTH ATTAeVO I M3®R 1MON AwrNa QRnIMCtOA'S
ar1LeN OW aPlar A warren AwrMLT PLAT TDaeerzM To Per" QUALM
CWTELL a=ATOa M Acnvn=S At eulen N ICW Mke.RY mad
POOMM
lie =1211C® WAIL ItgVa< A Q1T00 as GOAWAY TEaaCOW AT ALL TRes
DAM PXBb1T W AVIMLT. TE OMM eau PMM ALL TMNE M
supAWAYM As OUZO D 0T ocnm QUALM mnR PENU
Street Cross Sections
NO SCALE
(SEE MOTE) 1
PLAN VIEW
IBONIOIDiIm
1. Stone wise - use MSHA On No. 2 (2-1/2' to 1") or AASHTO
doolgnatlon M43, on Na 2 ( 2-1/2' to 1-1/2'). Use
crushed stone
2. Lan M - A• effective. but not less than SO het
]. 7NIObneseIe than six (5) Inches.
4. Wcith - Not has than hit width of ad Points of
Ingress a egrose Minimum of 12'.
5. WoMlnq - Um necessary whorls shall be donned to
remove e N ant Prior to entrance onto public right-of-
way. given washing Is roWired, M Mai be done an an
area stabilized with crushed $tans which draho Into an
OFF " es .. ont trap or 11 Ant been. AN sedi - t
shag be prevented Rom antw" any storm dreIn, ditch.
or waterammo through use of emdxgs, gravy, boards
r other olhproved methods
e. Maintenance - The entrone, Mall be maintained In a
condition which wit or t treeMing or Rowing of
ere.. ant ant* public righte-of-way. This may requke
pwkhdle tap dresskhg with additional stano as conditions
amend and repair and/or esenut of any measures used to
trop sedYnont AN w& eft, spRsd. dropped. wane or
tracked onto public rights-of-waY must be remegd
Temp. Construction Entrance
See Schedule
ledule
PLAN VIEW
-'• D if
11/2 D
RIP RAP 1/3 D NSTALL GEOTEXTILE
(TYPEPER FILTER LIND
RAP
SECTION VIEW
1. D = IN510E DIAMETER OR WIDTH
OF CULVERT
2. MINIMUM 5TONE THICKNE55 TO BE
TWO TIMf5 5PECIFIED STONE DIAMETER.
Rip Rap Scour Pad
NO SCALE
LEGEND
E.I.S. - EXISTING IROI STAKE
S.I.S. - SET IRON STAKE
ECM - EXIST CONC. MONUMENT
SPK • SPOCE
PP. - POWER POLE
V.V. - WATER VALVE
H/C - HANDICAP
L/A - LANDSCAPE AREA
C/L - CENTERLINE
INV. - INVERT
CA. - CLEAN -OUT
VM. • WATER METER
FA - FIRE HYDRANT
KIN - MAN HOLE
Bf- - BACK OF CURB
FL. - FLOW LINE GF CURB
J.B. - JUNCTION BOX
C.B. - CATCH BASIN
NBI., - MINIMUM BUILDING LINE
DA U.E. - DRAINAGE t UTILITY EASEMENT
T.B. - TELEPHONE BOX
S.L. - EXISTING SECURITY LIGHT
G.V. - GUY WOE
PC/PT - POINT OF CURVATURE/POINT OF TANGENCY
E/P a EDGE 13F PAVEMENT
T/C - TI3P OF CURB
x 48A • EXIST SPOT ELEVATION
x ® • PROPOSED GRADE
-E- • OVERHEAD ELECTRICAL LIE
REF: D.B.374, P.352 (PORTION OF)
AS REO'D
I
.t
All Others
VEGETATIVE STABILIZATION
/PER SEEDING SPECIFICATIONS
TYPICAL - LITE CENTER (IF
SWAPREVENT
SOD (PIMMED TO
OBODOM
SPECIAL - LUC V/ Cl. 'D'
STONE WHERE SPECIFICALLY
REC'D BY PLAN
3:1 SWALE
NO SCALE
Swale Detail [
NO SCALE
v
\ 1
/ < O/ 8
/
O
THIS `.TO
REMAIN sTtT(tBEa-'�
/
�r Q
/
/ I
/ O/ 3
/
C
----------- - / ><
THlS AREA TO
_I I REMAIN IMOISTURBED
I '
Q/-------
kill
Iv
l�vpLtl
-I I I \\\
I
I
51
;
�I
I�I11
N
Z
I
�
I
I
RIP RAP SCOUR PAD SCHEDULE
Sized
using NYDOT
Dissipator
Charts.
VELOCITY
LENGTH
WIDTH
TYPE
RRSP
4 (fps)
ZONE
(feet)
(feet)
STONE
1
4.7
2
15
8
Cl"B"
2
4.7
2
15
8
CL"B"
3
4.7
2
15
8
CL"B"
4
4.7
2
15
8
CL"B"
STRUCTURAL
NOTE -
USE CLASS I RV RAP F13R STRUCTURAL
STOW AND PAY FOI AT THE CONTRACT UNIT
PRICE PER SOIAIIE YARD ON PER TON KAM
RW RAP. CLASS L
115E M S IR Na 37 STOW FOR
SED0ENT CONTROL AND PAY FOR AT THE
CONTRACT UNIT PRICE PER TOM SEWEM
DO NOT UK SEDNEM DAN N A LIVE
STIENL
REMOVE ACCUM"TED SEDIMENT W U
STODAf E AEA O j FULL.
Isw'-af-'A
M site now
rvr r Nw
. •••.'.. ..M1.e
_ �•
ewT'yA ;t *XU hide
an
Sediment Trap Detail
NO SCALE
� THIS AREA TO
/ REMAIN UNOISTURBED /
Alan)
i
145 A TO P
REMAIN U item / i` `\ @
MIN - 20 , / / / ' ', 18
• `, 15 ate/ 4►1t,,�y rr----- \ RE
TO
O -
URGED
t 11
A
NN
�y
. .etc _ �' I,-, // ♦♦ ` ♦♦ \ / � ``
AREA TO ) \ `v
REMAIN S1IIRBED \ ♦\ ♦♦♦ TMIS AtiA ` �\
' - 2eao „ �► �'� � _ .. _ _ _ - - - - - , � ..� �\ � .ram.=_, `♦♦, ,'k/ / /
� � K•
M , THIS AREA TO l / �_ `\ \ ,•• '
AN UNDtS
• i r / THIS AREA 2
• /.. y MAIN UNOIS-45
L -- \
THIS AREA TO NW
40
If J J�
ZZa
CROSS DIM DlrW
�:-- - Entrance Detail
\\\\\\ NO SCALE
\
�0`sS \\\r.\\
1NN,\ oRi 60. DRAINAGE PIPE CHART
1 \ \ \ RRIW OUTLET
AREA Q10 DIAMETER GRADE LENGTH VELOCITY
PIPE (acres) (cfs) (inches) I%) (if) (fps)
"A" 0.19 0.54 18" 0.5o 48* 4.7
_ 'B' 1.10 3.15 18" 0.50 45* 4.7
"C. 1.11 3.18 18" 0.50 42* 4.7
"D" 2.70 7.74 is" 0.50 38* 4.7
I
I
rl If Area <10 Ac If Area > 10 Ac
I•3 Q=CiA Q-281 x DARCP = Reinforced Concrete Pipe
I tc=5 min. where DA=A/640 LF - Linear Feet
i10=7.17 in/hr. FPS = Feet per Second
I C-0.40
I NOTE:
I1. Contractor shall use NCDOT approved RCP or CMP for all pipes underneath
I NCDOT and/or Private roadways.
1 2. Contractor may use NCDOT approved RCP or HOPE (2 wall) in all other areas
1 I including driveway pipes.
e Includes Flared End Section
x
ILIUVAM INSTANT bowl
?aman �Agl=tT To T
Im! 1[TAL arm at QUIT a r 01►
cormL
- MAN IM SK AM TAW SAaPEL
AAntanw�i>C w r�MID wom
META. hXDM ON AM' wwAlm TROD POSTS AT r
OF JOMM MMN Y
OMM M T OO POM 11WAD
Silt
Fence
Detail
NO SCALE
VICINITY MAP - NOT TO SCALE
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SODDING
OS
MULCHING
O
TEMP. DIV. DITCH
-•�-
LEVEL SPREADER
MEW
RIP RAP SCOUR PAD (RRSP)
EXCAVATED DROP INLET PROTECTION (TEMP)
13
FABRIC DROP INLET PROTECTION (TEMP)
BLOCK & GRAVEL INLET PROTECTION (TEMP)
TEMPORARY SEDIMENT TRAP '..
SILT FENCE
-ef-
ROCK DAM
Q
CHECK DAM
+'►-
PROPOSED FINISH GRADE
/M=1
PROPOSED TOP OF CURB GRADE
PIPE LABEL
"All
EROSION AND SEDIMENTATION
CONTROL NOTES:
APPROVED 1. Sediment oontrd devices and structures shall be Installed.
NORTH CA>^:01 I , �:I VIRC EtlTAL maintained and amended as needed to provide effective
_ ... control of accelerated sedimentation and the contrlbutkp
^ r watersheds are otoblllzed.
2. construction Sgqgtwn�-
A.A. Notify Omer and Land Quality Section prior
toche
B. InsaleWttukn
an entrances.
Stormwawr Permit No - Q DI22 C. Silt hac* Mal be Installed at edge of Bering, on all
Immediately elopes Immediay after area to dewed. Silt tofu
SHE shall be maintained until the area Is stabilized compstely.
0. Construct drainage swwg.ales and sediment storage devices. Install
Own
E.Immodatsimulch and Install Wes.
F. Maintain oroelon control measures as needed to assure
U functicnablilRy.
G. Ploce CABC over compacted subgrade. Install asphalt
surface carat
.a H. Reseed and mulch shoulders and ditches. Install liners an
pT m all swdes (and provide ground cover on all exposed slopes.)
I. Seed, fertMzo, mulch or otherwhe stabilize all deturbod areas within 21
dap of completing any phase of the grodlnq work.
a
Apply lone and fortllzer and work Into " Inches of sail. Seed
�N mixture Mal be d vbfttod uniformly and covered with a dean
straw mulch. AN mulch Mall be crimped or asphalt ladcod to help
hold in place Material and application rates ore as follows:
1iNNdd Aadlcatian Rats
Line 1000 Iba/era
p\ ` Forwasr (10-10-10) 800 On./oe.
Munch 1.5 tons/oar
P•rmanrht SeWIna
Common
1 (Unhuled Sept I - April 1) 100 Iba/=.
(Hulled April - Sept. 1) 75 lbs./arc.
mbsi' Foesuo 50 lbs./ao.
Rye Grain (Sept. 1 - April 1 wily) 50 lbs./ac.
German Milet (April 1 - Sept. I only) 50 pa/oc.
Dee. 1S�Iprl 1
Kobe Lepodoza 50 Iba/era
Apri`1S Sept. 1 taD inn./era German Millet 40 lbs./ac.
Sept. 1 - Dec. 15
Rp Grain 100 Iba/ac.
4. Contractor Is reppa sible for maintaining din erosion control
mouourso and amend measures as required to prevent
accelerated erosion ham tddnq plow an this site. Contractor
Inpect all wooly control devices after every rainfall event
repair, remove aoawnulated ere N ant, or supplement measures
may be necessary to prevent erosion & retainw" ant an site.
A Once all *room have boon stabilized, contractor In to removo
temporary erosion control measures. rogroda & mulch to
re"Illce !hour areas
L For add Umol requirements. see the approved wwlon
. and sedimentation Permit.
OISTURBED AREA . 6.6 7AC
............... '
C
OPT ES Ip �/Z KA4 M E. MORTON & OTHERS
2 QO 7 308 COUNTRY CLUB BLVD.
C'•. JACKSONVILLE. NORTH CAROLINA
EAL
= 8148 = 5n� 5n� '�/GINEEP.•QCC:iN:!:LA:�;,'.•�1o6D FOR NSTRUCTION
Water & Stormwater Design By.
CRYSTAL COAST ENGINEERING, P.A.
3817-8 F omm WAY - HOBiRT, N.C. - BMM
Plow [phone] Paz (910) 888-00e0
www.=7$Udc*Rsts Oneeri=B.00m David L Newsom, PS
FEBRUARY 8, 2008 PER LAND QUALITY
EROSION CONTROL & SEDIMENTATION CONTROL PLAN
GRADING, DRAINAGE & STORMWATER PLAN
SHOWING
ROCK CREEK PREPAREDSECTION IX
MORTON FARMS. INC.
RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: APRIL 16, 2005
SCALE: 1 "w- 100' F.B. 758, PG. 1-6
JOB #255141 FILE NAME: ROCK CREEK IX
GRAPHIC SCALE
( IN FEET )
1 inch wo 100 ft.

CURVE TABLE
CURVE
CHORD BRG
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
N13'20'55"W
28.50
90*52'16"
20.00
31.72
20.31
C2
54'14'40"E
68.07
9'04'47"
430.00
68.14
34.14
C3
S88'04'2 "W
26.88
84'26'43"
20.00
29.48
18.15
C4
N54'01'29"E
92.42
16'20'56"
325.00
92.74
46.69
C5
N69'19'03"E
80.55
14'14'13"
325.00
80.76
40.59
C6
N83'41'47"E
82.15
14.31'15"
325.00
82.37
41.41
C7
S8236'02"
72.93
12"53.06"
325.00
73.09
36.70
C8
S7 '13'52"E
44.52
7*51'16"
325.00
44.55
22.31
C9
N70'22'05"W
41.42
4'07'43'
575.00
41.43
20.72
CIO
N77'1 '40"W
95.14
9 9'27"
575.00
95.25
47.73
C11
N8 '2 ' 7"W
11.06
1'06'08"
575.00
11.06
5.53
C12
S80'24'30"
74.88
5'14'01"
820.00
74.90
37.48
C13
74'47' 5"E
85.63
5'59'10"
820.00
85.67
42.88
C14
9'56'04"E
53.55
3'44'32"
820.00
53.56
26.79
C15
S 4'00'08"W
29.70
95'5'09"
20.00
33.46
22.16
C16
08'01 'M-E
20.41
48"11'23"
25.00
21.03
11.18
C17
NO '46'43"W
49.00
5 *41'14*
50.00
51.21
28.11
C18
N49'12'28"
38.50
45'17'08"
50.00
39.52
20.86
C19
4'31'51"
40.06
47'14'13"
50.00
41.22
21.86
C20
S37'11'46"E
40.22
47'25'59"
50.00
41.39
21.97
C21
S 5'23'20"W
62.75
77*44'12*
50.00
67.84
40.30
C22
N40'09'44"E
20.41
48-11' 3"
25.00
21.03
11.18
C23
N28'36'18"W
28.12
89'20'43"
20.00
31.19
19.77
C24
N76'13'32"W
100.28
553'44"
975.00
100.32
50.21
C25
N 1 7'4 "W
94.94
4' '
975.00
94.97
47.52
C26
N 7*7'1 "W
80.49
4'
975.00
80.51
40.28
C27
4 '1 "W
29 821
1' 1"
20.00
33.64
22.35
C28
N 7'
156.95
7
325.00
158.52
80.87
C29
N - '41"
62.47
11 1'4 -
325.00
62.57
31.38
20
1 1'17"W
18.95
44'
25.00
19.44
10.24
C31
N 4'
26.42
50.00
26.74
13.70
C32
N44 '4
42,09
4 '4 ' 9"
50.00
43.44
23.20
C33
71
40.40
47' '1 "
50.00
41.59
22.08
C34
'1 4'
42.29
'1 '
50.00
43.66
23.33
C35
1'
20.43
4'41"
50.00
20.58
10.44
C36
47 "W
60.47
74
50.00
64.94
37.97
C37
N '1 '1
22.30
25.00
23.11
12.46
C38
N
91.34
1 woro6o
275.00
91.76
46.31
C39
N 1"
93.17
i
275.00
93.62
47.27
C40
N 7 7"W
33.61
1 1"
975.00
33.61
16.81
C41
NII* •W
85.06
975.00
85.09
42.57
C42
Ni '1 "W
79.33
4
975.DO
79.35
39.70
C43
N 4 "W
29.62
7
25.00
1 31.70
18.38
C44
'17' 4"
90.56
1 '1 "
50.00
113.28
106.75
C45
N 4'17"W
86.00
11 7' "
50.00
103.53
84.26
C46
Nt '1 '1 "W
162.63
1"
1025.00
162.80
81.57
C47
N7 '1 '4 'W
120.67
6'44'560
1025.00
120.73
60.44
C48
*1 1'45"E
26.39
4'47"
20.00
28.83
17.56
C49
N 7"W
33.21
i 1' "
1025.00
33.21
16.61
C50
N '47"W
90.00
1' 7"
1025.00
90.03
45.04
C51
N 4' 4"W
89.96
1'4 "
1025.00
89.99
45.02
C52
N7 '14"W
89.87
1, 1"
1025.00
89.90
44.98
C53
N7 't "W
80.09
4'
1025.00
80.11
40.07
C54
7 •44'
72.17
'1"
770.00
72.19
36.12
C55
77
95.81
770.00
95.88
48.00
C56
1'47' i"
33.00
7' 1"
770.00
33.00
16.50
C57
N 1 '4 "W
36.61
1' "
625.DO
36.62
18.31
C58
N7 1 "W
94.86
•4 '1 "
625.DO
94.95
47.57
C59
N "W
29.02
7"
625.00
29.02
14.51
C60
7
69.36
14 'i '
275.00
69.54
34.96
C61
N 4 7"
124.74
'1-
275.00
125.83
1 64.04
C62
N '1 7"E
120.01
'1 1"
275.00
120.98
61.48
C63
N '46'
26.77
4 '4 "
20.00
29.33
18.01
C64
'14'4
149.05
1 7'4 "
430.00
149.81
75.67
C65
6'
183.23
1"
370.00
185.16
94.56
C66S52'51'390E
76.37
11'
370.00
76.51
38.39
C67
N7 '1 7"
28.28
20.00
31.42
2000.
o�
a y i
D5
� sL �nr,19 ACR
9yP /-
`,/ O uNs 7
F/ 5�N\
A� 4J N ?, S1
O 1 ACRES
I.
y0.72
5.75 50.Ft.
1p0• \ l4J'3 q � ''+ks� aPFs �• B / e. `
/ 4 gyp, )'o��s
3�yh /N S
e
>, 0.51 ACRES
72,157.51 /
1ti�4 G I
/ es
B3 c7
\
1O N
O
3 (a /r 0.53 ACRES
z3,12,.Nso SOFT.
0.52, ACRES / 29 4
/
n,7J3.13'SONZr L9s
-
N
H /
14*"fSig q
II\
/ /
115.97' P sQ�S
J•
58'47 03 E 145.97
c2 a J $ + •?s
4
<
Z11.33 35.71
3a rx-MIL
�� %
N
'
O
0.41 ACRES W
17,677,76 SOFT.
W % \
\
0. ACRES to.
6
O ( c t0-4
SO FT 0.43 ALOES
0 h 40
M i \
18.701.FT.
N I
501 ~ 49 N
LEGEND,
tO I / 1 aa
S 5 5921 E 21aze' L28 L27 L26 Sty
E.I.S. - EXISTING IRON STAKE
M
S.I.S. - SET IRON STAKE
-
ECM - EXIST CONC. MONUMENT
d% I 'K
PP. - POWER POLE
!A ��
5
V.V. - WATER VALVE
H/C - HANDICAP
Z
L/A -LANDSCAPE AREA
Ip
C/L - CENTERLINE
I n
INV. - INVERT
CA. - CLEAN -OUT
O'
V.M. - WATER METER
F.H. - FIRE HYDRANT
`.. m
K.H. - MAN H0.E
D.C. - BACK IF CURB
3
F.L. - FLOW LINE OF CURB
J.H. - JUNCTION BOX
I
C.H. - CATCH BASIN
M.B.L. - MINIMUM BUILDING LINE
DA U.E. - DRAINAGE t UTILITY EASEMENT
T.B. • TELEPHONE BOX
S.L. • EXISTING SECURITY LIGHT
G.V. - GUY WIRE
PC/PT - POINT IF CURVATURE/POINT OF TANGENCY
E/P - EDGE OF PAVEMENT
T/c - TOP OF CURB
x 48.1 - EXIST SPOT ELEVATION
SUBDIVISION DATA,
x ® - PROPOSED GRADE
-E- - OVERHEAD ELECTRICAL LINE
TOTAL AREA - 31.36 AC (1,366,068.94
SQ,FTJ
AREA IN PARK/PUBLIC USE - 2.38 AC.
(103,803.20 SQ.FT.)
AREA IN PUBLIC R/W - 6.41 AC
NUMBER OF LOTS - 51
AVERAGE LOT SIZE - 0.49 AC
SMALLEST LOT - LOT 12 (0.35 ACRES)
R
REF: D.6.374, P.352 (PORTION OF)
LARGEST LOT - LOT 34 (0.86 ACRES)
TAX MAP & PARCEL NUMBER - MAP 111 55, PARCEL # 15
PIN NUMBER - 445001056427
N 62'23'18" W 396.25'
308.87'
/
r R1L5
/� N 6 ►•
41 ,� 17 / N3. p•pS,LTA /,Lpl.
6 88. Ip
/ 16 • / / 4 iy T 6 a
k q 0 qC� LA 1 a ill/ �,
=oNJ qC r I °� �7 +! ,ery w ACC 1 1 ►GR
�� spy, l i ► >� � 2 �+t� MyaA•
/ 15 0,
II' 7,I�ACRf / a-GZp 0.38 NACRES 57t114y>dABS / 41+p.
18.47A7] S08TT. N 1 ',4. .`0
w o
/ \ AA
i t 4 R�qs
49 �. 194.5
5'j4� toe rn d\ 1910
L
x• .,ep
CS1
' S 1fY• 6 OyS ' �
c w 0 AO ,1 .f
ES
'aej C,p� 3
�*� ifs 4 •°' �F"1 `I � � _ ��
LINE
BEARING
LENGTH
W1
S71'57'270E
10.32
W2
N85'45'40"
17.93
W3
S47.03'1 WE
6.91
W4
S77'33'50"E
29.28
W5
N373VIVE
27.84
W6
N15*26'55"E
44.05
W7
N52'53' "E
18.17
W5
N79'34'14"E
29.08
W9
N51'14'42"E
23.35
W10
N11'47437"W
20.20
WIt
N59VS'42"E
59.78
W12
N80'01' "E
22.66
W13
N56' 7'14'
18.30
W14
N18*lr
26.66
W15
N88'5'53"
80.54
W16
N05'07'35" E
17.26
W17
S60'4 '07"W
24.25
W18
N89'51'45"W
32.26
W19
N32-21-30-E
22.43
W20
N59'50'2 "E
22.96
W21
N40'13'11'E
63.85
W22
NO2*53'38"E
11.92
W23
N16' 1'58"W
53.84
W24
S63'07'37E
44.68
W25
N13'26'3 "E
20.76
W26
N34'46'01"E
47.87
W27
N07 4 ' 9"W
36.30
W28
N '1 5"W
52.71
W29
N1645'05"W
65.24
W30
N24*56'32"E
8.71
W31
N58'47'53"E
16.46
W32
N69*1 7`1 7"E
13.24
W33
N04'07'DO"W
17.83
W34
N17'27' 5"W
56.29
W35
N44.43' 5"W
23.01
W36
N29'58'09"E
14.87
W37
N44.11' "W
16.12
W38
N25' '31 "W
45.08
W39
N16'29'1 "E
28.49
/
I µ
0
I I NEW RIVER
`' � I IS �----�` WiDE-
12' WADE BRANCH \
r r'_*\
.t 7 1! 1* 12' WIDE BRANCH
4-
` j25 C \ACa�� + �•�3D• 3 �M�• g ��
AO �e 5p• © \ \ 6
J. .
VETLANDS LINE TABLE Ad
-A77
LINE
BEARING
LENGTH
W40
N 1 '11"
38.75
W41
N i
69.56
W42
N 4' '1
47.25
W43
N14'
47.13
W44
N74 7' "W
13.35
W45
S71 1"1 "W
10.54
W46
31.92
W47
SI
24.60
W48
Soall 1"W
25.20
W49
N7 1' 7"W
8.98
W50
N 7'41' "W
27.14
W51
S60,13,55ow
30.96
W52
'1
14.80
W53
30.95
W54
'47' 1 mE
19.64
W55
1 "W
23.55
W58
4' "W
31.22
W57
S05,19,01ow
45.92
W58
1 '11'
30.13
W59
SI
52.33
W60
N 4' "W
51.62
W81
N
16.28
W62
Nt "W
51.07
W63
N2950'57"E
41.00
W64
N 4 7
37.09
W65
N
41.89
W66
N1 "W
42.82
W67
N41 "W
13.25
W68
N '44"W
17.19
W89
N21*17'51*E
27.05
W70
N45'04'33OW
14.82
W71
N 7'1 '4 "W
39.43
W72
N7726'01*E
14.01
W73
S7517
12.46
N7 1' 1'
13.75
N 4 "
13.62
a6W74
N 'i
10.19
N
40.87
"W
17.66
S
,n N�gd�o,2�;
GENERAL NOTES,
1. ALL EASEMENTS SHOWN HEREON ARE 20' DRAINGE AND UTILITY
EASEMENTS UNLESS OTHERWISE NOTED,
2. SIGHT DISTANCES ARE 10' X 70' AT STREET INTERSECTIONS.
3. DEVELOPERS TO FURNISH STREET SIGNS ACCORDING TO COUNTY
STANDARDS.
4. LOTS WILL BE SOLD AND DEVELODED INDIVIDUALLY AND WILL BE
KEPT IN THEIR NATURAL STATE UNTIL TIME OF DEVELOPMENT,
5. RESIDUAL SOIL AND DEBRIS WILL BE HAULED OFF THE SITE IF REQUIRED.
6. LOT DIMENSIONS SHOWN HEREON ARE SCALED DIMENSIONS.
7, THIS PROPERTY IS NOT WITHIN THE 100-YEAR FLOOD PLAIN AS
SHOWN ON FEMA MAP 370340 - 0180C, EFFECTIVE DATE JULY 2, 1997.
8, BUILDING SETBACKS, FRONT-25'I SIDE-8'I REAR-20'(EXCEPTION
IS SIDE YARD ADJOINING INTERSECTING STREET-20%
9. CONTRACTOR SHALL CLEAR STREET RIGHT-OF-WAYS AND DRAINAGE
EASEMENTS ONLY. GRADING SHALL BE LIMITED TO STREETS AND
EASEMENTS ONLY.
OTMERS
KAM E. MORTON k OTHERS
308 COUNTRY CLUB BLVD.
JACKSONVILLE, NORTH CAROLNA
REVISED: AUGUST 9. 2005 (CHANGED STREET)
VICINITY MAP - NOT TO SCALE
LIE TABLE
LINE
BEARING
LENGTH
L1
S83'01'31"E
25.39
L2
'01'31"
25.39
L3
N89W'090W
37.19
N 9 "W
48.85
83 6"W
39.12
S8 38' 6"
53.33
"L4
N 435'
57.10
N61'23'
72.03
N 1'38' 5"W
24.74
N 4.45'16"E
52.22
L11
N71 4'
46.90
LIZ
N 105'S
77.65
L13
N01*55'19*E
94.64
L14
N14'49'
69.17
L15
N43'48'1 "E
49.25
L16
N16'15'1"W
69.68
L17
N 1-18.40-W
49.30
L18
N38'07'
58.38
L19
N 4'15'S "W
67.01
L20
N "E
34.97
L21
S20*33'05*E
13.60
L22
'17"
75.34
L23
N40*37'58"E
42.00
L24
N71'4 '
60.00
L25
N43*47'1 5"E
58.65
L26
S '0
56.97
L27
SO3' O'18"E
80.22
L28
S63*07'37*E
44.68
L29
N 7 "E
40.54
L30
I N57 2 'S "
42.55
THIS IS TO CERTIFY THAT THIS MAP WAS PREPARED FROM
AN ACTUAL SURVEY BY ME OR UNDER MY DIRECT SUPERVISION,
AND THAT IthlEll R F CLOSURE AS CALCULATED BY CATS, &
DEPS. IS .Ql
VITNE S.TIYb�RWtV 1
y��'3HIS__� DAY OF Ifk)
L. PIERC�E28Li ''
V, So
'/////lllflllll1111
PRELIMINARY SKETCH PLAN
SHOWING
ROCK CREEK PREPAREDSECTION IX
MORTON FARMS, INC.
RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: APRIL 16, 2005
SCALE: 1"= 100' F.B. 758, PG. 1-6
JOB #255141 FILE NAME: ROCK CREEK IX
GRAPHIC SCALE
( IN FEET )
1 inch - 100 ft.
SHEET 1 OF 7
400

EXISTING ROAD
VEGETATIVE STABERATON
PER SEEDING SPECNICATONS
PLAN VIEW
fal>dolatlm_SIa
I. Stone se - Use MSHA Mize No. 2 (2-1/2' to 1') o, AASHTO
dm*mtion M43, size No. 2 ( 2-1/2" to 1-1/Y). Use
crushed stare.
2 L.wngth - As of octl e, but not Nr than 50 feet
3. Thickness - Not lee than eh (0) inches
4. WORN - Mot Ise than ND width of oil points of
Ingress or oRw. Minimum of 12'.
5. WoMing - When neoesay, whosis M,d be cleaned to
remove sediment prior to entranw onto public right-of-
way. Ara, washing to required, N shall be dons an an
area stabled with washed *two which drape into an
approved sefinont trap a sodimwt ba*L AU sediment
shall be prevented from emer" m) Ham drain, ditch.
Or weteroauee through use of sandbags, grata, beards
or other approved msNode.
0. Maintenance - The entrance shale be maintained In a
condition which will prove t tracking or Mowing of
sediment into public rlghte-of-way. This may nquM
periodic top dressing with ooRloral stone an conditions
dwmaid and repair and/or cloanout of any measures used to
trap swiftt AN sediment speed. dropped. wcol Or
tracked onto public riahte-of-wav meet be removed
Temp. Construction Entrance
NO SCALE
Drop Inlet Detail
NO SCALE
See Schedule
3:1 SWALE
NO SCALE
5:1SWALE
N0
SCA
C1AInI M reef-n1I
NO SCALE
all irv%,n
NO SCALE
DEWEY BKOI INC. 24' X 3r
DROP IN ET CH-Bin-2
STRucruw Sroc
CONTROL
tone,
STOW
TYPICAL - LINE CENTER 6'
PREVENT DISLODGEMENT)
USE
USE ASS I RIP RAP FOR STRUCTURAL
STONE AND PAY FOR AT THE CONTRACT UST
PRICEPER SQUARE YARD OR PER TOM OR PLAIN
RIP RAP, CLASS L
SmDO1T rnrtRd Ala PAY FOR USE MO. 5 OR NO, 57 STONE AT TIE
•�.��+�•
P'k•:
{� ...
••Tic'•:'
a „t�•Nrir� •
..e':;�v�C�_
.
t
•.
'•. TMi
'm
.�
SPECIAL - LIE V/ CL 'B'
STONE MERE SPECIFICALLY
READ BY PLAN
LINE CENTER OR SWAL.E V/
SOD "4ED TO PREVENT
DISLODGEMENT)
DO NOT USE SEDIIOR DAM IN A LIVE
STREAK
REMCIV ACCUMULATED SEDIMENT WHEN
STORAGE AREA IS + FULL
Sediment Trap Detail
NO SCALE
PLAN VIEW
RIP RAP \ 1/2 D L _ mT)r.00uhstR i / /�eLAK ,y{11� 50' OR 60' R/W
1 /3 D INSTALL GEOTEXTILE to I %E� - - - - - �,r / - / ` 4© yR�
(TYPE PER FILTER FABRIC UNDER I (I - ' T �' ?? Or
PLAN) RIP RAP I \ �pfei.. / / / rf5; 3 - - - M'
5ECTION VIEW
I _----
_----- _
�I---
/------- +C
0 - MSL7.`_7AMTF20RW'DT-I
01
x
/
F C.ULVFKT
�',N:M TCNI:T7ccNs5TIy.
IUO IIM 3Ft.,J i D 5TONE 3IAM7`R.
II�---
�`�
,>
��
I
I
I
Mw•2,.es
N
I
I
Rip Rap Scour
Pad
I 0II
01
I
NO SCALE
II
I col
I
1
I
LEGENDt
I
(
N
I
E.LS. - EXISTING IRON STAKE
NI
f^N < 1
S.I.S. - SET IRON STAKE
ECM - EXIST CONC. MONUMENT
SPK - SPIKE
Z
P.P. - POWER PILE
V.V. - WATERVALVE
C
Gil rc
I
I I
L
�•
WC -HANDICANDIC AP
.L2
a
L/A - LANDSCAPE AREA
INV.. INVERRTIIrE
` .
I I
(^
CZ- CLEAN -OUT
/ uD
V.M. - WATER METER
I
3
F.H. - FIRE HYDRANT
Mall - MAN HOLE
B.C. - BACK OF CURB
F.L. - FLOWJUNCTION
LINE CURBJ.B.
RIP
RAP SCOUR PAD SCHEDULE
- JL1NCTIDN BOX
C.D. - CATCH BASIN
M.P.L. - MINIMUM BUILDING LINE
AL U.E. - DRAINAGE L UTILITY EASEMENT
T.D. - TELEPHONE EOX
Stzca
❑sing NYDO'I Dissipater
Charts.
S.L. - EXISTING SECURITY LMHT
G.V. - GUY WIRE
PC/PT - POINT 13F CURVATURE/POINT Or TANGENCY
'JEL�'=Y
LEIIGPH WIDTH vp-
E/P - EDGE (IF PAVEMENT
RRSP M
(f s) 70111E
(`eet) (feet)
T/C - TOP OF CURB
1
4.5 [
15 8
x 48.1 - EXIST SPOT ELEVATION
2
4.5 2
9 5
x ®- PROPOSED GRADE
-E-- OVERHEAD ELECTRICAL LINE
REF: D.B.374, P.352 (PORTION OF)
`�\ \ sTERRAIN MAX SLOPE
LEVEL 1M
ROLLING 2d
\� HILLY 1-1/Lh1
i
I YI'1CAL S I KILL I SEG T lUN
cllpgs \�����\ NOT TO SCALE
C�FFf �\IO'
�I�\ _ DRAINAGE PIPE CHART
\ 60, R/w OUTLET
AREA Q10 DId-METER GRADE LENGTH VELOCITY
® PLPF (acres) (cfs) (irc:neS. (�) (if) (fps)
"A" 16.6 32.2 30" 0.50 60' 6.5
"*3" 0.19 0.54 18" C.50 48* 4.5
Tf Area <10 Ac T: Area > 10 Sc
-I I Q-LiA Q=281 x JA= RCP = Reinforced Concrete Pipe
tl''S min. where D;..-A/640 IF Linear Feet
I0-7. in/hr. MPS - Feet per Second
r 0.40
I >�
.r T
NO, E:
.. Contractor small use NCDO? approved RCP or C14F for all pipes underneath
NCDOT and/or Private roadwa.s.
1 2. Contractor may use NCOOT approved RCP or HDPE (2 wall) in all other areas
ircludiea drivewa} pipes.
I I
I
I I
• Includes Flared End Section
12 OWK OW a 2•X4 so, non IRE Nara® ow10
70�at yt� m PPa�,I W1H METAL POSTS.
O STAON ID
ASPHALT'ROUXD CURB
�,. • •'• •�6' CRUSHED STONE
NOT TO SCALE
1.
lEsi4£
FVGINE� ...Iz-
17
o(
-MATURIL GRADE
- OM WIN SOL AID TAMP DAaaLL
- CARRY Or W CAN" NPROEi�,Y OFF rINTO � Ito TA HM
1[TAL (mM OR 4'X4' IMM 'Am POSTS AT OfOFT OO/I01 WAlII1L MAR AID VOW MM LAUD
EE r DEEP mmum
Silt Fence Detail
NO SCALE
OVINER5
KAM E. MORTON & OTHERS
308 COUNTRY CLUB BLVD.
JACKSONVILLE, NORTH CAROLINA
Pr_)
���13 �2P101��U; �
NOTRELEASEDFOSTRUCTION`
W`aer & Stormwater Design By.
CRYSTAL COAST ENGINEERING, P.A.
3e17-3 11tNRDOM TAT - HUBM. N.C. - 28539
Pho"a (910) BBB-D006 Paz [phone]
www.oryol ttwutendtmarlos.00M David L Nawsom, PS
VICINITY MAP - NOT TO SCALE
Legend
TEMPORARY GRAVEL CONSTRUCTION ENT/EXT
SODDING
OS
MULCHING
O
TEMP. DIV. DITCH
SPREADER
LEVEL SPREADER
ts�
RIP RAP SCOUR PAD (RRSP)
EXCAVATED DROP INLET PROTECTION (TEMP)
FABRIC DROP INLET PR07ECTION (TEMP)
BLOCK & GRAVEL INLET PROTECTION (TEMP)
TEMPORARY SEDIMENT TRAP
Q
SILT FENCE
ROCKDAM
Q
04ECK DAM
PROPOSED FINISH GRADE
r47e•-4,H-wI
PROPOSED TOP TOP OF CURB GRADE
�®
PIPE LAM
PrAer
EROSION AND SEDIMENTATION
CONTROL NOTES:
1. Sediment am" device and structures shall be Installed.
maIntalned and aunendad as needed to provide effective
control of ooaleroted sedinontatbn until the centrbuting
watoW a am stabilized.
2 C�
A. Notify Engi ner, Owner and Land Quality section Prior
to beginning construction.
B. install stabilized construction a ntronces.
C. Silt tones shall be Installed at edge of deaAnq, on an
down Mapes Immediately after area Is desred Sit ON
shall be malntak ed until the area Is Stabilized compotely.
D. Construct drainage so I and sediment storage dMces. Install
storm drainage piping.
L Immediately seed. mulch and Install liners.
F. Maintain erosion control measures as needed to am"
Roll hnctionoWNty.
G. Place CABC over compacted subgrede. Install asphalt
surface coarse.
H. Reseed and mulch shordders and ditches. Install Theo on
all evedes (and provide ground cover an all euposed dopes.)
1. So" fertilize. mulch or otherwhn Stable all disturbed area within 21
days of completing any phone of the grading work.
I BOOM
Apply Ime and fertilizer and work Into 4-6 Inches of so0. Seed
mbrWn eha0 be distributed uniformly and covered with a dean
straw mulch. AN mulch shah be crimped or asphalt tacked to help
hold In pkm& Material and appilootion rates are as follows
#ULKicd dpdkotwa we
Line 1000 bs./ac
Fertilizer (10-10-10) am bs./a.
Mulch 1.5 tons/am
em
Carman Bermuda
(UnhLOled Sept 1 - Ape 1) 100 ioa/are
(Mulled Apr# - Sept 1) 75 be./oar
"Rebel' Fescue 50 be./cc
Rye grain (Sept 1 - April 1 only) 50 lbs./ac.
DamonMillet (April 1 - Sept 1 only) 50 bare. s./
�p
5 - April 15
Kobe1Lospedoza SO ioa/arc
Rye grain 100 bL/ass.
Aprl 15 - Sept 1 40 IM./oe.
German Melt
Sept. 1 - Dec 15
Rye Groin 100 b&/dc
4. Contractor to responsible for maintaining pill erosion control
moosres and amend measures es required to prevent
oxNwated erosion from taking place an this site. Contractor
inspect all erosion control devices after every rainfall event
repair, remove aooumulated esdhnmt. or supplement measures
may be necessary, to prevent erosion At retain soill mt an able.
5. Once all areas have boon stabilized. amtractor Is to remove
ternparary erosion aintrol measles, regrade. & mulch to
restab#Ize these arras.
6. For additional requirements, on the approved *looks
ad sedimentation permit.
EROSION CONTROL & SEDIMENTATION CONTROL PLAN
GRADING, DRAINAGE & STORMWATER PLAN
SHOWING
ROCK CREEK, SECTION IX
PREPARED FOR
MORTON FARMS, INC.
RICHLANDS TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: APRIL 16, 2005
SCALE: 1-= 100' F.B. 758, PG. 1-6
JOB #255141 FILE NAME: ROCK CREEK IX
GRAPHIC SCALE
( IN FEI1'1' )
i inch - 100 ft
546E-r IL of I
u

----- — — — — — -
VICINITY MAP - NOT TO
Legend
SAN SEWER (Nn as noted)
Ulm
PROPOSED
SAN SEVER MANHOLE (Inv. noted)
�17.0MV'
7
SEWER SERVICE
—0
(not shown for dwity)
WATER MAIN (sk* on noted)
WATER VALVE
CC
FIRE HYDRANT
BLOW -OFF ASSY.
DGo
IN-0
WATER SERVICE ---,&
ST. DRAIN (size as noted)
(none Proposed)
STORM DRAIN INLET
®
(none Proposed)
WATER nISTR1RLITON N070
1. WATER SERVICE PROVIDED BY CITY OF JACKSONVILLE. ALL
MATERIALS AND WORKMANSHIP SHALL COMPLY WTH CITY OF
JACKSONVILLE REOWREMENTS.
2. NO PUBLIC SEVER PROPOSED. ALL LOTS VILL HAVE
INDIVIDUALLY PERMITTED SEPTIC SYSTEMS
3. NO CONSTRUCTION OF WATER MAINS IS TO COMMENCE PRIOR
TO RECEIPT OF PERMITS FROM NCDENR IN ACCORDANCE WITH
15A NCAC 16C.0303(c) AND 15A NCAC 02H.0204.
pI WAMIMAIN QUANTITIES
O - 6- WATERMAIN - 1,436 LF
_ \ - 2* WATERMAIN - 950 LF
wl f ♦ FIRE HYDRANT ASSY - 2 EA
III I �, \\ \\ WATER SERVICES - 51 EACH
INS
LEGEND, I C ClIp0s
WATER DISTRIBUTION PLAN
E.I.S.E.I.S.•EXISTING IRON STAKE I N� I I^� I SHOWING
S.LS. • SET IRON STAKE
ESPKK: SPIKE'"" I I ''� I I C,PF__ ROCK CREEK, SECTION IX
vv. - WATERPOWER VALVE
POLE I f l — 11\ OR�� \ PREPARED FOR
�;A : LANDSCAPE AREA r — — �(a so
OWNER
:IN�"'E KAM S OTHERS M ORTON FARMS, INC.
�,VEcK305 COUNTRY CLUB BLVD.
CA CLEAN-OUr m � JACI(SONMLLE, NORTH CAROLINA RICHLANDS TOWNSHIP,ONSLOW COUNTY, NC
V.M. WATER METER
PREPARED BY
N.H.• F� HYDRANT `
1
B.C.. BACK OF CURB I I ® JOHN L. PIERCE &ASSOCIATES. P.A.
F.L. - FLAW LINE OF CURB I '— O 0 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
J.B. • JUNCTION BOX Pn C.B. • CATCH BASIN O �� ('n1 O3�PHONE: [phone] DATE: APRIL 16, 2005
NB.L. • MINDIUM BUILDING LINE lry lJ U l5 SCALE: 1 = 100 F.B. 758, PG. 1-6
DA UE. • DRAINAGE L UTILITY EASEMENT
TJL • TELEPHONE BOX — f� NOT RELEASED FOR NSTRUCTION
S.L. CREEK IX
- EXISTING SECURITY L.ILart e� JOB #255141 FILE NAME: ROCK
G.W.. GUY WIRE water do Stormwater Design By. GRAPHIC SCALE
PC/PT POINT OF EMtVATURE/PDBVT lF TANGENCY I �.�� H Q7�Fj ��'.
E/P • EDGE PAVEMENT I la \IIC_J
T/C • TOP OF CURB Of SS •ti</�7�: 14
x 48.1 • EXIST SPOT ELEVATION 1 I z! '1i - !'nDV0rr A T 01N A CT Vmr T1�TT. Tu TJTAT!"_ D A
x ® • PROPOSED GRADE
—E— • OVERHEAD ELECTRICAL LINE
( Dr FEET )
1 inch = 100 tL
REF: D.B.374, P.352 (PORTION OF)
5g5E�-t �3oF-1

>7
mm
so
S 0 UTH_RIVE R_D RIVE - 5 0' _R/W
SCALE : HORIZONTAL = I'= 40'
VERTICAL = I'= 4'
11
J
!■■��YI�iYYii�if�!!!!!!ll���������������������11:��,'�:�r�����������!!!!!!!!!!!!!!!!!l1��7���������■�1,:��'#L'J������lta�aF3i*J!!!!!!!!!!!!!ll������������
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■�i■������i���■■■■■■■■■■■■■■■■■■■■■■■G���, ,... ��� i■■■■■■�■�ii:'iR"li ���1a3��■�■■■■■■■■'C�� ''' "''''�3��:;■■■■�r■■i�1�IWY��■■11�■�■_■_����■���■■■■■■■■■■■■■■■■■■■■■■■■■
0+00 1+00 2+00
3+00
4+00 5+00
A.
9+00
10+00
11+00
11+50 12+C
Qp �' 1
Sill-`
PROPERTY OF:
ROCK CREEK, SECTION IX
' K.14"00``
'��t
RICHLANDS
TWP., ONLOW COUNTY, NORTH CAROLINA
MORTON
FARMS, INC.
filial \.��`
6+00 7+00 8+00 c b b6
SHEET NO.
JOHN L. PIERCE & ASSOCIATES, P.A.
4 ° 7
LAND SURVEYING - LAND PLANNING - MAPPING
DISK
409 JOHNSON BLVD. - JACKSONVU LS, N.C. - 28540
Phone [phone] - Fax [phone]
FILENAME
DATE NOV.
10, 2005
1 SCALE AS NOTED
IDRAWN DKN
DESIGNED DKN
JOB NO.
o
Kal
10

0
SOUTH_RIVER_DRIVE-509_R/W
SCALE : HORIZONTAL = V= 40'
VERTICAL = I'= 4'
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PROPERTY OF:
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MORTON
FARMS, INC.
K.N
RICHLANDS
TWP., ONLOW COUNTY, NORTH CAROLINA
0+00 /1406
JOHN L. PIERCE & ASSOCIATES, P.A.
SHEET N0.
5oF7
LAND SURVEYING — LAND PLANNING — MAPPING
DISK
409 JOHNSON BLVD. — JACKSONV=. N.C. — 28540
Phone [phone] — Fax [phone]
FILENAME
DATE NOV.
10, 2005
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1DRAWN DKN
IDESIGNED DKN
JOB N0.
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PROPERTY OF:
ROCK CREEK, SECTION IX
= L
148
.
MORTON FARMS,
INC.
,:
RICHLANDS TWP., ONLOW COUNTY, NORTH CAROLINA
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JOHN L. PIERCE & ASSOCIATES, P.A.
SHEET N0.
LAND SURVEYING - LAND PLANNING - MAPPING
DISK
409 JOHNSON BLVD. - JACKSONVILLE, N.C. - 28540
Phone [phone] - Fax [phone]
FILENAME
DATE NOV. 10, 2005
SCALE AS NOTED
DRAWN DKN
DESIGNED DKN
JOB NO.

Side View
Top View
Isometric View
Gravel -min.
6• deep
Cast Iron
Meter Box Lid
Cast Iron
Meter Box -
Bricks l'/
_#67 stone Gravel
NOTE: Meter and Yoke not shown
Note Meter Box Shall Not Be
Located Is Driveway.
NOTE: 67 stone shall completely
onCaN the Outside Of brick.
Standard Clay
Bricks '•.
Service Lined: � •� � . • • • .. '
•
t' • . • ' ' ' . • ' It187 Stone Gravel
�'•� • 1 ' a . ' • ' a ( for Class IV soils)
4 o • • . / 1 • t + (NO SUBSTITUTIC )
STANDARD METER BOX INSTALLATION DIAGRAM
NTS
Valve Box Cover ?alBp•d Earth
Pavement --,�
HE o
\� 4y to. : IFS in //i,..� /i I1� ��i� I all /*%%N L..J N,N4ir\_/IMt�IN=
t
Valve Box = \ Threaded a
Thrust ' ' `�� Coupling for
42" Cap
Collar THREADED `I IT cap of Blow -off %l
BOTH ENDS • L III
/.=1P '.I 1? 24r. Long a 2400 Long III 2" Pipe
j� 2 " Brass i1' 2" Pi •
•`.tl .: • ,`/.•�r'•'/\'//�-/'('//=14;.tI•a.v A, Nip p l• i�' �4�`` Nipple eJ 2"'CI 900
1 a a�rr ♦ a ' - rt ♦ B•nd-Threaded
• a. al ail'• • 4 �\ ./iilll� /ii�\�rMz�
Hater Main 1• •
A. Concrete
is II ,, . • • • • a #07 stoneaa � 'i .: ' Blocking
7=r- ;' 'P',11'•Ilr: /^1'It '- ��\1\yls I/ " •
1. IR 2 I
Mechanical Joint Cr Plug
FORD C 07-77 Tapped l"
STRAIGHT COUPLING PACK JOINT Tamped Backfill.�
X NIP WHEN BLOW OFF IS
ON E" MAN
NOTE: No plastic or galvanized screw fittings before valve.
For mains larger than 12", use 8" Blow -off Assembly SLOW -OFF ASSEMBLY DETAIL
No plastic screw fittings permitted in assembly
NTS
TRENCH WALLS
14 SA. SHEET METAL
PLATE BEHIND PLUG
PLUGS
SIZE 1
a
1 8
10
12
16
18
20
24
D
6
6
6
6
10
12
14
I8
L& W
20
22
24
24
32
36
40
48
WATER MAIN PLUG DETAIL
NTS
CONC. OR SOLID
CONC. BLOCK
4*:-
0
W&LL
0"
MEULLER CENTURION ZIfO
FIRE HYDRANT WITH -
2I1NOZZLE
AND NO 2-21/2/2" NOSE NOZZLES Q �
SIDE WALK - 2" I O'•O
i
i I
I
I
DEWEY ERGS. VEX-Te.100
VALVE EOX OR APPROVED EOUAl7 •
,--CURE A OUTTE
I�/// •
30" MIN. COVER
• /t
n
CONCRETE THRUST BLOCK • . '• •
PLACED AGAINST I
UNDISTUREED EARTH. a . a.'a .. �- _ _�._ _ __ —i •'.
t- 1 R4 M.J. LOCKED HYDRANT ADAPTER
MIN. OF 3 CUEIC FEET OF OR APPROVED PIPE RESTRAINT,
CRUSHED STONE FOR DRAINAGE SEE SHEET $00-8 MR ALTEhNATE
BETWEEN HYDRANT AND VALVE
STANDARD DETAIL HYDRANT SETTING
CURB EII GUTTER WITH SIDEWALKS
NTS
CLOW F - 2500
DARLING MARK 73 OR MUELLER
CENTURION FIRE HYDRANT WITH
h-41/2" PUMPER NOZZLE AND' 2-21/2"
HOSE NOZZLES
DEWEY DROS. V1X-
TE•10( VALVE BOXY ( /6"GATE VALVE
OUC-LUG
6" WATER LINE
3/4" THREADED RODS/
ICOAT W/ FIELD APPLIED 81TUMASTIC)
NOTES: 1 RESTRAINING RODS OR CLAMPS FOR THE VALVE
ARE NOT'REQ\IIRED IF TIRE PIPE SKTION EETWEEN
VALVE AND HYDRANT IS MORE THAN 12FT. LONG.
2. RESTRAINING RODS EETWEEN VALVE AND HY-
DRANT ARE NOT REQUIRED IF HYDRANT IS AOEQUTE-
LY EIOCKED.
STANDARD DETAIL HYDRANT SETTING W/RESTRAINING RODS
NTS
90• ELBOWS
SIZE
a
8
10
12
la
18
20
24
D
8
10
12
12
1 12
la
20
20
L
2A
27
30
34
48
51
54
70
W
12
la
20
24
28
34
140
144
4 5♦ BENDS
SIZE
a
8
10
12
18
20
24
D
6
6
e
6
J34
8
8
10
L
18
20
22
24
40
45
52
W
12
14
16
16
22
25
28
32
6- GATE VALVE
M.J. LOCKED
HYDRANT TEE OR TEE WITH
APPROVED PIPE RESTRAINT
SEE OET Gso-$
FOR ALTERNATE
EE
WATER MAIN -
ROAD SYRFAU
UTIIITT STRIP
I.
cults a WiTTSR"I
NOTII
FNwiA ►«d Far
WTI e..R..•R•« a•
ITTIM1.
r\14" n. •MM••
.w JM» ... 1l►r
SIDS WALK
..•i..... ... atl,•.•.
_
»..
Will,, ;i 0•
ails• ». vAlrr ...
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a4w .,.
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GR/MiT CAP
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tM •e•i et xeYAL -.
.
N`M 0v aAMP
we
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t ... iYMOAT M071R OM ON aRItKS
ll,
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e•- wvt
she"
IS
•
e � , •
%IW60444 ga"
wa• MiM slave
•
N %Sam"* : • • �
F ,
METtR TO EE Say AY L00"
•
; surmay SgRvw-c LINL 0M UNDISTVILSE•E) 5011.
•" ^•1990E0
* METER SETrialt SHALL" ZAICLMDE APPtoVEC
is
f' • '•• GREL FIiAgG\i
VIAAL CFIECK VALW ASS►'(•
R11M.t1EFMR11T1•N
W LATERAL. Sa►A•
WVS
Yi.�•
KATIOU Ltse TRAM
e4r GTgN! OR APPROV<O BEeaNRI
IR.
over Sm"" 1EaVICS CNwECTNN•
NOTE*. SEWER DETAIL NOT APPLICABLE
MECHANICALLY COMPACTED
MCKFILL•6' LAYERS
'
HEAPED MDMRL.
CmISHEO STONE on
No TAMPING
MNVEL BACKFILL
ROAD SURFACE
~4 I ♦ y/A.
TO
IMIEMENT CASE
I`•
N
EMWO"Iff
20"
EMW DME
ZONE
EMBlOMENT
ZONE
••I
VARIES
vAMS VARIES
0
4
OPEN TERNAN
a wtD AREAS
PAVED AREAS
sUMACT TO TRAFFIC
TEE ANCHOR DIMENSIONS
SIZE
a
8
10
12
16
18
20
24
D
6
6
a
6
10
12
14
18
L&H
20
22
24
24
32
36
40
48
ANCHOR (TEE) DETAIL
NTS
PIPE MAIN EMBEDMENT SECTION DETAIL NTS
INITIAL SACKFILL • 12 • • %2 D
►MUNCNINe • (•t D
IMODINS V- e•
FOUNDATION (IF REQUIRED.IIEPTH VARIES)
i
NOTE: Haunching for flexible wall
pipe (PVC corrugated and SDR 3'.) TYPICAL BACKFILL
shall be O.D. * 1 inch.
Haunchinq shall be of thoroughly SECTION DETAIL
compacted Set grow mannifts NTS
NOTE: Flexible wall pipe shall pass
a 51 mandrel in accordance
with relevant ASTH specifications.
TTMI L_ FA U10I I110V IIVIN VL.NMI L.J I Will . �Vl;r �FGI:.ti ✓�_� IY��
PROPERTY OF : Mo e o Fxf�i NC:
Q SEAL JOIN L. PEERCE I t ASSOCIATES, P.A. JACKSONVI LLE, N. C.
1814s
Ptcl{La.� 175 TOWNSHIP --- Onslow COUNTY
? I DATE::r,%, 51 2od:�. SCALE ' NONE SHEET ..OF, � _
tf"tt '.•
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