SW8051128_APPROVED PLANS_20140520 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O 51 i z
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Zc) �k O 5 20
YYYYMMDD

DEVELOPER:
ST JAMES DEVELOPMENT COMPANY, U.C.
P.O. BOX 10879
SOUTHPORT, NC 28461
ENGINEER (CIVIL):
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLNA 28403
ATTN: TIM CLWKSCALES, P.E. [phone]
NOTICE REOLJMED
STORMWATER PLANS FOR:
BANCROFT FOREST
ST. JAMES PLANTATION
BRUNSWICK COUNTY.'NC
ALL EXISTING UNDERGROUND UTILITIES SHAD. BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID U71UTIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY UNES IN THE AREA OF
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
TO COMMENCEMENT OF EXCAVATION OR DEMOUTION.
BRUNSWICK COUNTY
AM LESLIE SELL
PH: 910 253-M
PROGRESS ENERGY
PR 1-800-632r3949
PIEDMONT NATURAL GAS
PH: 910-799-7185
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CONTACT "CAROLINA ONE CALL" AT
1-800-6324949
CONTACT THESE LyMr IES
BRUNSWICK COUNTY ENGINEERING
(WATER.& SEWER)
ATM: tit. JERKY PIERCE, PE
PH: 910.253.2657
BELL SOUTH
PH:1-800-832.4949
TIME WARNER CABLE
PH: 910-7634M
AUGUST 2013
PREPARED FOR:
ST. JAMES DEVELOPMENT COMPANY, LLC.
P.O. BOX 10879
SOUTHPORT, NC 28461
PH: [phone]
Y 1CINI1 i 1VlA
NOT TO SCALE
PREPARED BY:
PA.RAMOUNTE
E N O 1 N E S R 1 N 6. I N C.
5911 Oleander Drive, Suite 201
Wilmington, North Carolina 28403
[phone] (0) (910) 791=6707 (f)
PROJECT # +@* + .PE
10t1A
,V�11
STkmB
PLANTATION
APPROVED , ��
NOM CAROUNA ENVIRONMENK
MANAGEMENT COMMISSION
�"0.-) ;co ) � b t q
SHEET INDEX
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
C-3.0
GRADING & DRAINAGE PLAN
C-3.0A
DRAINAGE AREA MAP
C-6.0 - C-6.1
STORMWATER DETAILS
EALALr :
�,,, 1036235
x
O
H
U
LW
1 '
0
U
r

it
RIP RAP APPROXIMATE. �v ��
APRON #1 4LOCATION OF EXISTING � I! SEE DETAIL
/ \
}-- WATER MAIN -� \
FES W/ RIPRAP
�` \, ,, , \'> INV.=21.50
j� \
W ; - _ 147 LF OF 48" RCP
CONTRACTOR SHALL FIELD VERIFY SHE i11t,�
CALCULATED INVERT OF THE EXISTING STORM
M SEWER PROPOSED MH-39 & ADVISE THE
F `• ` \ / / \i \ DRAINAGE DESIGN-��,.._ _ ' / / /` \ �~ , • , • • • • • _ .\ '` \ 'j �`.
_. ,ENGINEER PRIOR TO INSTALLATION IF ANY SEE INSET ABOVE `
ADJUSTMENTS ARE NEEDED TO THE STORM ��\ , \ ( )
I t �O
/ SEWER SCHEDUL€ \\\\\ \ CONTRACTOR SHALL LOCATED THE / - • • • .
EXISTING WATER MAIN & VERTICALLY IN -LINE DI (SET RIM BASED
ON FIELD CONDITIONS)
BEND THE WATER MAIN BENEATH THE
\ \, - \
INV.-16. 9
PROPOSED CULVERT (8 DIP -- / / � 1 .� _'._• �,, % �
CL OOti
(PR .350) TER WA MAIN W/ r`
— — \ 32 / �, "' ��✓,j /// RESTRAINED JOINTS) PROVIDING 24" 52 LF OF 48" RCP
CLEAR BETWEEN BOTTOM OF (CL.111) Q 3.68% %
11 i
�' CULVERT & TOP OF THE DIP WATER ,/b� 1, / v '� v �� 1>1
ALL MEDIAN CURB & / -�•' / i v
ry \ MAIN IN COORDINATION W/ ii \
GUTTER SHALL BE BRUNSWICK COUNTY, MEETING ALL
.REVERSE "SPILL" CURB � 31 LIMIT OF
/ \ \ STANDARDS & SPECIFICATIONS I DISTURB(ATNYCEy \
DROP INLET COUNTY GIS LOT LINE / \ `.
\ ,-_, ' - ( _,L.. -• \ .. - _ --" ��L /' \ ALL MEDIAN CURB & -
,{ RIM 22 72 (EX ELEV.) � (NOT SURVEYED) 1,Ii ; / �\ � / ; ` \ , GUTTER SHALL BE �•-�. �_
INV.=14.18 Y j — ' \ - /l ! ` REVERSE"S ILL"CU
>1
i 165 LF OF 48" RCP
v 33 CL.III 0.65/o
SILT FENCE \ �{- / 4 \ \ 0
(TYp,) `/ --�\ 31 32 ( ) C� 1 �J !- V �1� • . • . . • . -
ll / -/ t J o,
l o� •^ � 94 LF OF 48 RCP � / \ � �
� l
" \---- F
CBa7 \ \ �\ (CL.III) @ 0.65% ( / \ J /
II l I j I ,��'�II�I
�r1I i; )i�; 11 I� 7/ / RIP -RA
i{jj: IJ /il f \ = 1 i ; I APRON#3 / /\
i 1 1j( ✓ '%/ / \ -/', // % I' l , \ i (SEE DETAIQ
�{ �1( �I " 1 I i pIH %_ 22-
-II II`';I+I e �= --- -✓ //i' 1 ' t)i I - F Hu �\ 28 \, i 6� M2 /
RI \
35 FES W/RIPRAP J RIM= 1.11
>� INV=13.11
/' `s INV.
12.50
(I' f 1 \ CONTRACTORSHALL j 16
if
/ - /DEMO EXISTING
i ; ✓ �., / \ , /S L FENCE
''- '\ STORM SEWER �' / ,% T LL is / B
!'�; ' r - s - INSET /
i I i II ,� � i�--� �� \ , [AS -SHOWN] v � � f � � (TYP.)
III II III�I / -,- / ' / \ \ \ PROPOSED DOWNSTREAM OUTFALL
I�I I ✓ c 7 • '� + 36 \ ,�. ' i \ 1"=60' / ya / \
a�
� � / \ /
cif( t
III � ` ` , EXISTING
Ii \ I I F / Fa'\\ % / !j'� \ �\ GOLF COURSE
II.
'RIP -RAP \ � � 53 \ ;' i , • r \� \ i , -�
APRON #5 \� (, I _L �� 25 (sEEDEraL)------------
7 I t v / —
a I �.?'? ` I � \ Tom• j ' � �--'' % % % \ % (•l f ` \ \ / /
� I I
INLET PRO19
if
cs
TECTION \ /
Iit
Kk
�9 I — f' — \ — — 1%/� \\ EXIST
�- /
10' VEGETATIVE SHELF INLET PROTECTION
/ cs•t / It\p FIRE STATION
, SEE DETAIL)
IIL_ I /yam' ///
56 I ) 57 --- 58 /�
jf'I I (1 iy ! \ _ 1 / Be j%I ! O I I ca o Fyr w� _ _Gt
.- �o oo/ \lJ
hI t POND #1 l _
� 4q , �� / � ` `— w w----ham _ �
J
L \ /�ii�% i� ! /•_ _ / l /,-.... \ _.-_..._.. - .. F L2t 00� 6 Es• RIP -RAP
-
ll POND APRON #4
II,I,IL ., `- C'— -
OUTLET STRUCTURE _� \ I - __--,-LOp-- -' F 0 (SEE DETAIL)
II FI �- j '�/FM--�---. FM - - ._. // Lp \ \
II11 , [LOCATION OF 4.0' SKIMMER < j
W/ 3.3" ORIFICE]- \- / _ O \ 1 F
(SEE DETAIL) C• / O
IiI I I O 7 W N - = vV ^ _ = W-- H$ LO
/
to
'fjjl�` y \ \. a , �$ ✓ / i I I ' 1 I / 48 O INFILTRATION BASIN L `
36" RCP (CLIII) II >) j I I OUTLET STRUCTURE _
0.30% I ( f \\ I I [LOCATION OF 3.0" SKIMMER ' ^
W/z.8.ORIFICE] 4 /
SEE DETAIL)(INF&TRATION BASIN /
SDMH �` I 43
RIM=29.10 I; i ( A 26 zs
INV.=23.36 I O \1 I \ '' \ .- ! ' ALL MEDIAN CURB & 7
O&t i \ ` / Rlti` �) M aoc GUTTER OSPILBE 29
O4', RIP -RAP - O \ MH•4o REVERSE "SPILL' CURB _ / E i' I
f
;' RCP (CL.I II) �� SEE DETAIL - - / O , H41
FE RIPRAP �-
' IN = O'
F" _ ---- W �- —W-'"- -V4 Vd--W '_"- --- - - -
Flo-
---- � --- -7 � �-:-- .\, ,-- _•y,,� Awl - - -- - '-- -__ / ----- _
- L ST. DAMES DR.
i { /� W ` W- = W _ ✓ CONTRACTOR SHALL FIELD VERIFY
-----LOCATIONIDEPTH OF WATER MAIN &
- -- OFFSITE DRAINAGE DESIGN PROVIDE PROPER STORM SEWER / I
fW `� (SEE INSET ABOVE) TEMPORARY FM FM WATER SEPARATIONS E WET DETENTION /INFILTRATION BASIN /SEDIMENT BASIN NOTES:
------ W W— ` _ - -- ----` �' ` rcot,
ENTRANCECONTRACTOR SHALL LOCATE EX. DATER 1 E
GRAPHIC SCALE
30 60 120 240
ommmmmomw
SCALE:1"=60'
SEE DETAIL)
TH PROPOSED WET DETENTION POND AND INFILTRATION BASIN SHALL BE USED
MAIN & ADJUST THE PROPOSED DROP I DURING CONSTRUCTION AS A SEDIMENT BASIN UNTIL THE SITE IS FULLY STABILIZED.
INLET LOCATION (IF NECESSARY) TO NOT
�/�/IMPACT THE EX. WATER nnaN I 2. THE CONTRACTOR SHALL CONSTRUCT THE SEDIMENT BASIN TO THE PROPOSED
DEPTHS OF THE WET DETENTION POND AND INFILTRATION BASIN AS ILLUSTRATED '
ON THE PLANS AND INSTALL THE PROPOSED OUTLET STRUCTURE. ONCE THE
OUTLET STRUCTURE IS IN PLACE, THE CONTRACTOR SHALL IMMEDIATELY INSTAJL"
THE SKIMMER TO THE PERMANENT POOL DRAWDOWN ORIFICE.
3. ONCE THE SITE IS STABILIZED THE CONTRACTOR SHALL REMOVE ALL SEDIMENT T
FROM THE BASINS AND ESTABLISH THE FINISHED GRADES OF THE PROPOSED WET
/ DETENTION POND AND INFILTRATION BASIN.
4. REFER TO THE SEDIMENT BASIN DETAIL FOR THE REQUIRED SEDIMENT REMOVAL
ELEVATIONS DURING CONSTRUCTION.
5. THE CONTRACTOR SHALL REMOVE AND PLUG THE DRAW -DOWN ORIFICE UPON FINAL
CONVERSION OF THE SEDIMENT BASIN TO THE INFILTRATION BASIN.
FTN A T . FYRUCTl� _
Q
N
N
m
m
N
#
o
o
>
�
N
z
'm
a
m
a
0
LL
U
Z
O
Z
m
m
8
w
m
a
p
�
_
U
y
o
Z
Z
U
U.
U
K
o
o
LL
U
0
Z
a
z
z
w
w
W
It
w
rc
rc
D:
i
m
tJ
O
u
z
O_
F-
zZ
s ta
, v
0
O
Z
Z
w
J
U
Wu M�
Z�4o
N N �
O L N
,
U
z 4-4
^�
W "-6Z° N
�Zo�z
• IN
W v
z
z o
�-I
x
el 0zz
z
MHz
Q ozo
06 w
^U
F-I
ZZI Q WU
U�z
v PW V) PQ
ffo~
Z
O '
Q
i=' y
o 0 o
O
LL
es F- ggzo
�WS"`
(9
U
W �cooLij
w�oW
Z_ 0
zz
o�
a u`3=
0_ oILLLz
ornooc)
SEAL
rn
uJ
:moo
C-3*0
t

.4i � 9+• \ . .._ \- � %' `'� 11 i �� \ \
13
hkv 1-7
°
-
�,
lo
L 1
'y
SW8 030818
PALADIN PHASE III
>1
STORMWATER BOUNDARY
Jill , _- 1 \ / ! \ \ !/ 1,392,200 SF (31.96 AC.)
40*1
r'
/ I \ ! 1 �L /
EXISTING cy,
GOLF COURSE
N
;,` � � �;; •� , \ .,� � � ___, � \\t' / � -'/�� -J , � � � �
III�II III I, .�
FXIS G
FIRE STATION
\ oA#2
10.07 Ac.
POND #1
1
Jill
/ I � ' � l I � I I � L � 1
JINFWL RATION BASIN / r
28 -
W/M moo
wo
MOR
No so
_ t
S86023'24'W 1,7AAo• � . -,— -q�•60'--
8--
\
r
\\
\ ti - —
<. — _ L �__ ST. JAMES DR.
sr ` J
I —
s�',e� STORMWATER BOU DARY
as _y — — 1 ,392> 0 SF 1.96 Ac.) i
I
I I i I I SW8 920719 1
tiI SECTION 6, 6A, 7
r r
GRAPHIC SCALE
0 30 60 120 240
SCALE: 1"=60'
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
Z
O
w
z
0
O a
0
19
0
LL
z
z
w
J
U
Wu
o�
O
Z N.N0E
1
N
h-� z ai o V
IrQ�
�(U
w �
OO
z � V
�
Z
(`
B C A
�z
A w
z
O
x
H
o°z
0�°
w
O � V
z
u z
!2b1jU
U
Z ag�i�Ur'
O
a
F o Z
o
g5..o
z
W.o..rr lqw�
Z_
z'�'�
2W ¢
d URLLK
w mV'-U
r gQw
0 GMODU
.CA
�
.
7 �n
�{'t v
yG' co,
C-3.0A
PEI JOB#: 10121.PE

2'-0"
C � 1,"0" � 1'_0"
TORM SEWER SCHEDULE _ ___ _.__.___ RIM NOTE: 6" n
- ---- -_
THE RIM ELEVATION
Line ID Length Size Material Slope Inv. Down Inv. Up Rim Down Rim Up SHOWN IN THE ~ ►
ft ft STORM SCHEDULE IS
O ' , r-.a� W.%rs; ;+m+.'•x F,:•z'"Si`,�.';;�„''`ii 6" AGGREGATE BASE COURSE
ft in /o ft ft THE ELEVATION AT
a}:a'y°a?a)x.. Y:. �':"�'.'t'yv:4:k:"T....` nl.Y:is> UNDER CURB.
MH 2 TO FES 1 53 48 RCP CL.III 0.51 20.00 20.27 20.00 32.50 „_,
THE GUTTER LINE. ���.,�g�i°vpK�-:.f>N2.�;!,'rrK�:..;y,:=i":ty;:`
DCB-3 TO MH-2 137 48 RCP CL.III 0.50 20.27 20.95 32.50 34.24 ^" (CAN BE WANED BASED O I SOIL
CB-4 TO CB-3 22 15 RCP CL.III 1.00 30.02 30.24 34.24 34.24 THE CONTRACTOR CONDITION &/OR CLIENT DIRECTION)
DCB-5TOCB-3 270 42 RCP CL.111 0.50 20.95 22.30 34.24 31.21 SHALL SET THE RIMS MODIFIED VALLEY SPILL CURB
OF THE PROPOSED
CB-6 TO CB-5 22 15 RCP CL.III 1.00 26.98 27.20 31.21 31.21 CURB -INLETS NOT TO SCALE
MK14 TO CB-3 164 24 RCP CL.I11 0.51 28.18 29.02 34.24 35.62 (GRATE & HOOD
CB-15 TO CB-14 151 18 RCP CL.111 0.50 29.02 29.78 35.62 34.39 COMBINATION) WITH
DCB-16 TO CB-15 22 15 RCP CL.III 0.50 29.78 29.89 34.39 34.39 THE EDGE OF 2,4"
MK39 TO MK14 63 1 18 RCP CL.III 0.56 29.02 29.37 35.62 36.32 PAVEMENT AS THE
CB-37 TO MK39 47 15 RCP CL.III 4.53 29.37 31.50 36.32 36.23 POINT OF
CB-38 TO CB-37 22 15 RCP CL.III 1.00 31.50 31.72 36.23 36.23 REFERENCE
EX. MH TO MK39 63 15 RCP CL.111 0.45 29.37 29.65 36.32 35.35
MH-7 TO DCB-5 92 36 RCP CL.111 0.50 22.30 22.76 31.21 32.14
MH-8 TO MH-7 288 36 RCP CL.III 0.50 22.76 24.20 32.14 32.08 6"
CB-9 TO MH-8 108 36 RCP CL.111 0.50 24.20 24.74 32.08 30.94 tO
x:,,4 ,rax3_ 'a::,n:*.,z.e. i,,,?•`%^z4`i�.,,;,' 6" AGGREGATE BASE COURSE
CB-10 TO CB-9 43 36 RCP CL.IiI 0.51 24.74 24.96 30.94 30.66
CBI2TOCB10 77 24 RCPCL.III 0.51 24.96 25.35 30.66 30.79YY,;+��Qrsr.,J:" UNDER CURB.
CB 13 TO CB 12 22 24 RCP CL.111 0.50 25.35 25.35 30.79 30.79 `� u yr =fir j% ' 'tt = A p'" ` Y` (CAN BE WANED BASED ON SOIL
i CONDITION &/OR CLIENT DIRECTION)
MH-18 TO FES-17 45 1 36 RCP CL.III 0.80 19.00 19.36 18.70 30.00 MODIFIED VALLEY CURB
CB-19 TO MH-18 155 36 RCP CL.III 0.80 19.36 20.60 30.00 28.11
CB-20 TO CB-19 22 15 RCP CL.III 1.00 24.10 24.32 28.11 28.11 NOT TO SCALE
CB-21 TO CB-19 201 18 RCP CL.111 1.00 23.00 25.01 28.11 29.38
CB-22 TO CB-21 22 15 RCP CL.I11 1.00 25.40 25.62 29.38 29.38
CB-26 TO CB-19 196 36 RCP CL.111 0.80 20.60 22.17 28.11 28.11 1/2" RADI �e• r-e•
MH-23 TO CB-21 107 15 RCP CL.111 1.00 25.01 26.08 29.38 30.50 I 1 a• RADIUS
CB-27 TO CB-26 22 15 RCP CL.III 1.00 24.10 24.32 28.11 28.11
CB-24 TO MK23 31 1 15 RCP CL.111 1.00 26.08 26.39 30.50 30.52 �'" "�
iV t/8' RADIUS
CB-25 TO CB 24 22 15 RCP CLAII 1.00 26.39 26.61 30.52 30.52 >
jI
CB 28 TO CB-26 118 24 RCP CL.III 0.78 22.17 23.09 28,11 28.76
CB-29 TO CB-28 90 18 RCP CL.111 0.82 23.09 23.83 28.76 29.32 0
MH-32 TO DI-31 22 15 RCP CL.111 0.28 1 25.77 1 25.83 1 27.90 1 30.35
CB-33 TO MK32 61 15 RCP CL.III 0.31 25.83 02 26.30.35 28.85
CB-3TOM32 39 15 RCP CL.111 0.31 25.83 25.30.35 29.02 2'-0" STANDARD SPILL CURB AND GUTTER
NOT TO SCALE
DI-35 TO DI-31 72 10 RCP CL.III 0.31 25.77 25.99 27.90 27.35
MK40B TO FES-40A 34 1 24 1 RCP (CLAID 0.35 21.50 1 21.62 1 21.50 31.00 STAKEOUT
MH-40C TO MH-40B 224 24 RCP CL.III 0.35 21.62 22.40 31.00 31.75 REFERENCE
MH-40 TO MH-40C 295 24 RCP CL.111 0.35 22.40 23.42 31.75 30.50 POINT: EDP
MH41 TO MH40 125 24 RCP CL.111 0.34 23.42 23.85 30.50 30.10 CURB INLET
n. orD /fI un n 145 9.1485 24.50 30.10 27.25 (SM.840.03),
MOD. VALLEY
CURB & GUTTER FORM GUTTER TO
MATCH HOOD
2
5' 5'
o 12•
rE
Ir-6" 0 1z•
CONTRACTOR SHALL TRANSITION FROM MOD.
MAINTAIN EOP & TRANSTION VALLEY CURB & GUTTER TO
MATCH CURB INLET
THE GUTTER LINE FOR CURB
INLET INSTALLATION INSTALLATION
CURB TRANSITION DETAIL
NOT TO SCALE
ATTACH SKIMMER TO THE LOW LEVEL
ORIFICE (EL. = 27.00)
EMERGENCY SPILLWAY DRAWDOWN VOLUME 4.0• FAIRCLOTH SKIMMER
MAXIMUM LEVEL OF SEDIMENT COLLECTED EL.=29.80 EL. 27.50 TO EL. 27.00 ORIFICE DIAMETER = 3.3'
CLEAR BASIN WHEN THIS LEVEL IS REACHED. (SEE DETAIL) (SEE DETAIL)
4' FLOOD STORAGE-
- I I
- I I 19 SEDIMENT STORAGE ZONE (TOTAL BASIN CAPACITY)
III 10 - - - - - - - - - - - - - - - - - - - - - - - --
FLOW- 4.6 MAX. SEDIMENT DEPTH
BOTTOM ELEVATION =17
III I I l l l I I -I i I i I -III I I -I i I -I i-I 11-I I-i I I -I I -I
I- i-� I -I I -III -I I I-i I I -I I -I I I -I
STORM DRAIN OUTFALL
SEDIMENT BASIN #1 DETAIL
NOT TO SCALE
ATTACH SKIMMER TO THE LOW LEVEL
ORIFICE (EL. = 26.00)
EMERGENCY SPILLWAY DRAWDOWN VOLUME 3" FAIRCLOTH SKIMMER
MAXIMUM LEVEL OF SEDIMENT COLLECTED EL: 28.00 - EL. 26.70 TO EL. 26.00 ORIFICE DIAMETER = 2.8"
CLEAR BASIN WHEN THIS LEVEL IS REACHED. (SEE DETAIL) (SEE DETAIL) _
4' FLOOD STORAGE - - - - - _ _ _ _
I= - - - - - - - - - - - - - - - - - -
'I (
- I8' SEDIMENT STORAGE ZONE (TOTAL BASIN CAPACITY)
IIIi 8' --
-� FLOW-•► 4' MAX. SEDIMENT DEPTH
BOTTOM ELEVATION =19
III I IIIII�IIII-III �IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III I III(
STORM DRAIN OUTFALL
SEDIMENT BASIN #2 DETAIL
NOT TO SCALE
RISER
(SEE OUTLET
STRUCTURE DETAIL)
FLOW -
(SEE OUTLET
STRUCTURE DETAIL)
-I (1-
TOP EL. 31.00 ,
INV.OUT=23.80
TOP EL. 30.00
I -I
1.5" On CO SURFACE
COURSE
6" ABC (NCDOT APPROVED)
BASE COURSE
COMPACTED SUBGRADE'
100% ASTM D698 TO
12" DEPTH
PAVEMENT SECTION
NOT TO SCALE
45 FT RAN
10.5' 2' 20' 12'1 10.5'
SLOPES= 3" 1/2' PER Fr 1/4" PER FT 1/4' PER FT 112" PER F
5' SIDEWALK
(TYP.)
Tl..5'-!S9.5B SURFACE 6' ABC UNDER
MODIFIED VALLEY 6"-AC BASE CURB (TYP.)
CURB MP.) (NCDOTAPPROVED)
CROWNED ROAD CROSS SECTION
W/ MODIFIED VALLEY CURBING (TYP.)
NOT TO SCALE
45 FT R/W
20'
SLOPES-- 3.1 1 1/2" PER FT I 1/4" PER FT I 1/2" PER FT
5 SIDEWALK
(TYR)
1.5"-S9.5B SURFACE 6' ABC UNDER
MODIFIED VALLEY 6"-ABC BASE CURB (TYP.)
CURB MP.) (NCDOT APPROVED)
SUPERELEVATED ROAD CROSS SECTION
W/ MODIFIED VALLEY CURBING UYP.)
NOT TO SCALE
NCDOT #5 OR #57
WASHED STONE
A
OUTLET END: CONNECT
TO LOW LEVEL ORIFICE
►sf�,f:.fif f.Yf�,all RallIiA0T. Yy 2
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10.20
Seeding Dates
MARCH-JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LBIACRE
10-10.10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY-20 LBIACRE NITROGEN IN SPRING WITH NO
PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS
FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
SLOPES= 3:1
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LBIACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYONDJUNE.
SUMMER
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
FALL
SLOPES= 3:1 SPECIES RATE (LBIACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DEC.1-APR.15 -LATE WINTER AND EARLY SPRING
APRIL 15-AUG.I5-SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY ZDDD LBIACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
5' STELL POST
4' MAX (SELF -FASTENER
-� STEEL ANGLE TYPE)
19-GUAGE HARDWARE CLOTH'
(}" MESH OPENINGS)
NCDOT #5 OR #57-
WASHED STONE
A
SECTION A - A
NOTE:
FOR CURB INLETS AND DROP INLETS
INLET PROTECTION
NOT TO SCALE
SKIMMER DETAIL
NOT TO SCALE
UGH DOOR
\T
1'' •.
� J
:.Ja
ISSUED FOR BID
N
a
Cl
N
ro
N
N
U
0
LL
z
o
m
w
rc
�
�
Z
W
U
m
6i
U
w
>
0
0
Z
O
a
W
LU
O
F-
[-
z
o t a
a v'
0
LL
z
z
LU
J
0
WO
p
� o
�0,
�cV
Z
N �
7
►'-+
1� 0 00
cn O r_ N
,
z ti�oU
►rl
0 4
-d Z O
y(Uy
W
z O�
z
�-
'�t2 �o
A W �
z
a
U
x
C/3
a
z°
oz
A z
O
w U
U
OW
�y7� 0 �D
1-4
W Cie)
Z128
Z UU~
O
H
� F
N oo z
�
O
LL
ggzo
7 was
(9
Z "W
,1'5
wzd
D tOiau Ir
o0Ono
SEAL ,.•,'�N Cq.,.,,,,,.,
:'pQ FEg 0G��2;
9 '. y
1 : cu
yC CL.1N�'S
n .,nn,m Wo•••P.
C-690
PEI JOB#: 10121.PE

WETLANDS ON THIS SITE DELINEATED BY LAND MANAGEMENT
GROUP DETERMINATION APPROVED BY COE ON JUNE 9, ZOOS.
1. ALL PROPOSED RESIDENCES SHALL DIVERT ROOF
DRAINAGE TO STREET OR STORM DRAINAGE SYSTEM VIA
GUTTERS, LEADERS AND UNDERGROUND SCHEDULE 40
PVC CONDUIT, IF NECESSARY.
ALL OUTLET
PIPES SHALL HAVE
FLARED END SECTIONS
SLOPE = 0"/"
STORM DRAIN PIPE
FILTER FABRIC -�
SECTION
RIP -RAP SCHEDULE
LENGTH
- TAILWATER
FLOW
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
18" THICK, TYPICAL
UPSTREAM
DOWNSTREAM
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
1
48
22
12
26
3
48
22
12
26
4
36
10
9
9
5
54
12
14
14
RIP -RAP APRON
NOT TO SCALE
VL.AIV VItVV
5W MIN.
6"DIVERSION TO DIRECT RUNOFF FROM RIW '
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
SECONDARY SPILLWAY
TOP OF RISER = 29.00
(4'X4' GRATE OPENING)
PRIMARY SPILLWAY [RECT. WEIR]
(COVER WITH HARDWARE CLOTH)
LENGTH =1.5' TOTAL
EL. 27.50
3" SCH. 40 PVC
DRAWDOWN ORIFICE
NORMAL POOL EL. = 27.00 11
SECONDARY SPILLWAY
TOP OF RISER = 27.25
(4'X4' GRATE OPENING)
1.5" RUNOFF EL. = 25.16
'7
I
I � I
I
L___J
EMERGENCY SPILLWAY
TOP OF RISER = 29.80
(4'X4' GRATE OPENING)
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
v,\d
36"CULVERT
REINFORCED CONCRETE BOX
(CONTRACTOR SHALL SIZE FOR
4'X4' TOP GRATE OPENING)
-- 6" EXTENDED
BASE
POND #1 OUTLET STRUCTURE SECTION
NOT TO SCALE
OUTLET PIPE
36" RCP (CL.111)
INV. UP = 23.8
INV. DOWN = 23.0
SLOPE = 0.3%
TOP EL. FOREBAY 27.00
SEED/ SOD ALL SLOPES ABOVE PERMANENT POOL EL
10:1 SHELF 6" ABOVE & 6" BELOW
PERMANENT POOL PLANTED WITH SUITABLE
3
WETLAND SPECIES OR VEGETATION.
_l1 10
V PERMA
�6 �1
POND #1 SECTION
NOT TO SCALE
SUITABLE PLANTS
PICKERELWEED (PONTEDERIA CORDATA)
DUCK POTATO (SAGGITARIA LATIFOUA AND SAGOTARIA CARDINALIS)
SWAMP ROSE (HIBISCUS MOSHEUTOS)
BLUE FLAG (IRIS VIRGINICA)
CARDINAL FLOWER (LOBEUA CARDINAUS)
WET DETENTION POND PLANTING
CONTRACTOR -TO INSTALL ON THE 10:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
FILTER FABRIC
1.5" RUNOFF STORAGE EL. = 27.49
- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
PERMANENT POOL EL. (NORMAL WATER SURFACE) 27.00 _
�- 1 0o ui
FOREBAY MAIN POND l ui
BOTTOM EL. FOREBAY =17.DO POND BOTTOM EL. =17.00
FOREBAY IS DIVIDED FROM THE SEDIMENT STORAGE EL. =18.00
MAIN POND BY EARTHEN BERM
POND #1 - FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
I
i I
L J
EMERGENCY SPILLWAY
TOP OF RISER = 28.00
(4'X4' GRATE OPENING)
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
24" CULVERT
REINFORCED CONCRETE BOX
(CONTRACTOR SHALL SIZE FOR
4'x4' TOP GRATE OPENING)
­-6"
6"EXTENDED
BASE
INFILTRATION BASIN OUTLET STRUCTURE SECTION
NOT TO SCALE
1
OUTLET PIPE
24" RCP (CLIII)
INV. UP = 24.50
INV. DOWN = 21.50
SLOPE = 0.34%
TOP EL. FOREBAY 25.00
" 1' OF POND DEPTH IS FOR
SEDIMENT ACCUMILATION
PER DWO POLICY
-.,...iE DEPTH LAYER
OF CLEAN SAND UNLESS NATIVE SOILS
CONTAIN LESS THAN 2% FINES.
INFILTRATION BASIN SECTION
NOT TO SCALE
_ 1.5" RUNOFF STORAGE EL = 25.16_
- - INFILTRATION BASIN
FOREBAY BASIN BOTTOM EL. =24.00
BOTTOM EL. FOREBAY =18.00
FOREBAY IS DIVIDED FROM THE
MAIN POND BY EARTHEN BERM
INFILTRATION BASIN - FOREBAY AND BASIN SECTION
NOT TO SCALE
10,
EL. 26.50 (TOP OF
6" THICK CLASS 'B' RIP -RAP
EL. 27.00
FOREBAY PROTECTION DETAIL: POND #1
NOT TO SCALE
OVERFLOW STRUCTURE
(SEE DETAIL)
TOP OF DAM EL. = 31.00
VEG SHELF
10:1 SLOPE TYP,
AROUND POND
is-
EL. 25.00
EL. 24.25 (TOP OF RIP -RAP)
FILTER FABRIC J 6" THICK CLASS'B' RIP -RAP
FOREBAY PROTECTION DETAIL: INFILTRATION BASIN
NOT TO SCALE
OVERFLOW STRUCTURE
(SEE DETAIL)
3
1F
" V OF FOREBAY DEPTH IS FOR
SEDIMENT ACCUMILATION PER
DWO POLICY
= 29.00
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
A
z
a
m
0
o
W
J
rc
0
Z
w
Z
d9
a
0
N
a
W
LU
Z
O
lot
O a
�
O:
O
z
z
Z
W
J
U
W�
o�
z N N
cd
00
O (4 0 � N
z cu
-'4-4 p"�
1
t)
44
W
�zo
Z °O ~
-Oz
Le)�o
�Z
aW v
z
a
0
U
x
z°z
0
P4 W
O O
U
C
U
P' cn
U z
0 �D
Z UU
O
1=
W
�5 y
°>
O
o $
ggzo
z
Imo-
U'
U ��OLL
W ''-z W
W�_p
O
Z_
o
Z W
1
wl
O'uJ�
o
�
O- Ua �
0 ONwOm
SEAL N .CAR..,,,
O
3 �: y.y
v
yyC.CL1N�'�'
C-691
PEI JOB#: 10121.PE
is
i

DEVELOPER:
ST. JAMES DEVELOPMENT COMPANY, L-C.
P.O. BOX 10879
SOUTHPORT, NC 28461
ENGINEER (CIVIL):
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
ATTN:TIM CLINKSCALES, P.E. [phone]
NOTICE REQUIRED
STORMWATER PLANS FOR0
:
BANCROFT FOREST
ST. JAMES PLANTATION
BRUNSWICK COUNTY, NC
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
BRUNSWICK COUNTY
ATTN: LESLIE BELL
PH: 910-253-2657
PROGRESS ENERGY
PH: 1-800-632-4949
PIEDMONT NATURAL GAS
PH: 910-799-7185
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
BRUNSWICK COUNTY ENGINEERING
(WATER & SEWER)
ATTN: MR. JERRY PIERCE, PE
PH: 910-253-2657
BELL SOUTH
PH:1-800-632-4949
TIME WARNER CABLE
PH: 910-763-4638
AUGUST 2013
PREPARED FOR:
ST, JAMES DEVELOPMENT COMPANY, LLC.
P.O. BOX 10879
SOUTHPORT, NC 28461
PH: [phone]
VICINITY MAP
NOT TO SCALE
PREPARED BY:
PARAMOUNTE
E N G I N E E R 1 N C3. I N C.
5911 Oleander Drive, Suite 201
Wilmington, North Carolina 28403
[phone] (0) [phone] (1�
PROJECT # 10104.PE
APPROVED G43
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
Se�ie.mVe� 6� zal3
V 1*
PLANTATION
SHEETINDEX
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
C-3.0
GRADING & DRAINAGE PLAN
C-3.OA
DRAINAGE AREA MAP
C-6.0 - C-6.1
STORMWATER DETAILS
EAL
036235
z
O
H
U
z
C
U
7O
H
1
(z
V
11
F--i
z
w

z
Z
O
NW
LL
z
O
�I
F
z
o �^ a
X �+
K
O
LL
Z_
F-
Z
W
J
U
Wo M�
ON
Z
cog"�
aU.+ cd � 'V
z
N
0 y
V
w Wiz°
W •yam
��0 H
�+
z
A Z L O
W v
z
z o
w x
H
o z
MHz
Q ozo
w�v
z w44
z
17
�C40')�
Z ��oo
O
H
oa z
O
LL
H ggzo
K U' LL
U Fayo
ow
(�
Z o
w..w
w
Z W;o
p
IL ULL1LK
z
4 w,IU
LL �m�w
WSOU
SEAL
s AL
-i
w
lNe o..
C-3*0
PEI JOB#: 10121.PE

tr I I
0
0
--7
V;
4
CV
30
SW8 03(
K(, ft'-PALADIN PHASE Ill
Ilk
1 lit
41 35 '� ` . i _ti1V �\\, \ ��� ',i _'\e `.\,_-.�\ 'J`%
V
STORMWAT8R BOUNDARY
\il, Q2 1,392,200 SF (31.96 Ac.)
v.
M
FF ;f (436)
0
gl,
Nc
4%
-15N X
EXISTING
GOLF COURSE 'I
17—
tip., /I
Ili, mit'I ,j
5)3
3
26- 1 II.I II 'IT I it
.2,gk
x
-27
-25
23
6 iIj 51 `I30�26 1
1✓�.36AC.
Ir
L\ ` I� I 1 \\
J
lilt !
lot
(�2
V,
49
AIT I
It -t (142
6
pli'l
142
6
NOT 32
I =IZ2-6a!-
7-7---
I I I I Mal I
g, a-wo >
> 5-
-,Ioo..Gvo
STORMWATER BOUNDARY
-.0000 r
1,392,200 SIF (31.96 Ac.)
�4
I)h
41
1-7 4
GRAPHIC SCALE
0 30 60 ign 240
I= Now
SCALE: 1'=60'
-7-7
SW8 920719
SECTION 6,6A, 7
7 Q
7 CA
No r wo r ON mm
4 0
rpOND #2
0 19 � �� '
IIIIIIIIINi
175Ac
SW23'24"`W
2n,7:2- Maya
41
-4,
41%
EXISTING \
FIRE STATION
)011
�� I
FINAL
T.L DESIGN -NOT RELEASED FOR CONSTRUCTION
z
0
0
-el
L)
x
ill-4.
P4
Oz
MHz
� oz�
CU OWE
UU
�D
04
z 'a
0
U) 2
D w
Ill- 51 � 0
1
I�o oz LL
F-
U) m5 0. (D K
0n a 0
m
w w w w
W�H z 2
Z Wg
n. 0 0: Z W
SEAL I ..... ...
",", -\ `;A cq'y
OR. .........
%4A 1)' -7,
--q 01-A >
0
�A
*I-
. ...........
PEI JOB#: 10121 PE

STORM SEWER SCHEDULE
Line ID
Lenth
Size
Material
Sloe
Inv. Down
Inv. Up
Rim Down
Rim U
ft
in
%
ft
ft
ft
ft
MH-2 TO FES-1
55
54
RCP CL. III
3.93
19.00
21.16
20.00
32.50
DCB-3 TO MH-2
137
42
RCP CL. 111
0.51
22.16
22.85
32.50
31.53
CB-4 TO C13-3
22
15
RCP CL. III
0.32
27.93
28.00
31.53
31.53
DCB-5 TO CB-3
271
36
RCP CL. 111
0.50
22.85
24.20
31.53
31.21
CB-6 TO CB-5
22
15
RCP CL. 111
0.50
26.89
27.00
31.21
1 31.21
MK14 TO CB-3
165
24
RCP CL. 111
0.50
27.35
28.17
31.53
1 33.94
CB-15 TO CB-14
151
24
RCP CL. III
0.50
28.17
28.93
33.94
32.94
MH-7 TO CB-5
93
36
RCP CL. III
0.50
24.20
24.66
31.21
32.10
DCB-16 TO CB-15
22
18
RCP CL. III
2.32
28.93
29.44
32.94
32.94
MH-8 TO MH-7
50
36
RCP CL. ill
0.50
24.66
24.91
32.10
32.42
C13-9 TO MH-8
258
36
RCP CL. III
0.50
24.91
26.20
32.42
31.26
CB-10 TO CB-9
22
24
RCP CL. 111
0.50
26.20
26.31
31.26
31.26
MH-11 TO CB-10
1 108
24
RCP CL. 111
0.75
26.31
27.12
31.26
32.00
CB-12 TO MFI-11
1 73
24
RCP CL. 111
0.75
27.12
27.67
32.00
31.67
CB-13 TO B-121
22
18
RCP CL. 111
0.77
27.67
27.84
31.67
31.67
!
I
t
MH-18 TO FES-17
45
36
RCP CL. III
1.48
20.00
20.67
20.00
31.10
CB-19 TO MH-18
154
36
RCP CL. III
1.00
20.67
22.22
31.10
30.99
CB-20 TO CB-19
22
15
RCP CL. III
1.00
27.28
27.50
30.99
30.99
CB-21 TO CB-19
202
18
RCP CL. III
1.00
24.83
26.85
30.99
31.05
CB-22 TO CB-21
22
15
RCP CL. 111
1.00
27.28
27.50
31.05
31.05
CB-26 TO CB-19
195
24
RCP CL. III
1.00
23.00
24.95
30.99
31.03
MH-23 TO CB-21
107
15
RCP CL. III
0.50
26.85
27.38
31.05
31.78
CB-27 TO CB-26
22
15
RCP CL. III
1.00
27.28
27.50
31.03
31.03
CB-24 TO MH-23
56
15
RCP CL. 111
0.50
27.38
27.66
31.78
31.12
CB-25 TO CB-24
22
15
RCP CL. 111
0.50
27.66
27.77
31.12
31.12
MH-28 TO CB-26
115
24
RCP CL. 111
1.00
24.95
26.10
31.03
31.90
CB-29 TO MH-28
92
24
RCP CL. 111
1.00
26.10
27.02
31.90
31.01
CB-30 TO CB-29
38
18
RCP CL. 111
1.00
27.02
27.40
31.01
31.02
I
!
CB-37 TO FES-36
232
18 1
RCP CL. III
2.05
24.00
28.76
24.00
36.34
CB-38 TO CB-37
22
15
RCP CL. 111
0.50 1
32.73
32.84
36.34
36.34
MH-39 TO CB-37
122
15
RCP CL. 111
0.50 1
28.76
29.37
36.34
34.82
EX. MH TO MH-39
63
15
RCP CL. Ili
0.45 1
29.37
29.65
34.82
35.35
CB-32 TO OS-31
32 1
15 1
RPC
0.31
25.50
25.60
27.50
28.88
CB-33 TO CB-32
100
15
RCP CL. III
0.30
25.60
25.90
28.88
28.97
DI-34 TO DI-33
72
10
DIP
0.31
25.77
25.99
27.90
27.35
MH-41 TO FES-401
134.179
1 18
RCP CL. III
0.00
1 26.50
26.50 1
26.50 1
30.36
OS-2 TO MH-41
1 193.988
1 18
RCP CL. III
1 0.00
1 26.50
26.50 1
30.36 1
29.00
r-0"
1'-0" --t-- 1'-0"
6" AGGREGATE BASE
COURSE UNDER CURB.
MODIFIED VALLEY SPILL CURB
NOT TO SCALE
1/Y
2, V
1'-0"-11'-0"
6"
MODIFIED VALLEY CURB
NOT TO SCALE
60 AGGREGATE BASE
COURSE UNDER CURB.
( 3" RADIUS
/B" RADIUS
o :per
2'-0" STANDARD SPILL CURB AND GUTTER
NOT TO SCALE
ALL OUTLET
PIPES SHALL HAVE
FLARED END SECTIONS
k STORM DRAIN PIPE N
SLOPE = 0%
STORM DRAIN PIPE
FILTER FABRIC -1
SECTION
RIP -RAP SCHEDULE
FLOW
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
18- THICK, TYPICAL
'" S 9.5A SURFACE
DURSE
'NCDOT CRUSHED STONE AGGREGATE
ASE COURSE 100% ASTM D698
COMPACTED SUBGRADE"
100% ASTM D698 TO
12" DEPTH
PAVEMENT SECTION
NOT TO SCALE
45 FT RAN
10.6 1 2'
SLOPES= 3:1 - 1/2" PER FT I ' 1/4" PER FT 1/4' PER FT I I 1/2" PER F
5' SIDEWALK
(TYP.)
Z2'-SF9.SA SURFACE To.ABC UNDER
MODIFIED VALLEY 6"-825.0E BASE CURB (TYP.)
CURB MP.)
CROWNED ROAD CROSS SECTION
W/ MODIFIED VALLEY CURBING (TYP.)
NOT TO SCALE
45 FT RAM
SLOPES­-3:1 1 .. 1/2" PER FT 1/4" PER FT I 1/2" PER FT
5' SIDEWALK
(TYP.)
Z2'.SF9.6A SURFACE 6' ABC UNDER
MODIFIED VALLEY 6"-825.0E BASE CURB (TYP.)
CURB(M.)
SUPERELEVATED ROAD CROSS SECTION
W/ MODIFIED VALLEY CURBING (TYP.)
NOT TO SCALE
UPSTREAM
DOWNSTREAM
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
1
36
10
9
13
2
18
8
5
10
3
36
14
9
17
4
36
10
9
9
5
54
12
14
14
6
18
6
1 5
5
RIP -RAP APRON
NOTTO SCALE
NCDOT #5 OR #67
WASHED STONE
A
SLOPES-3:1
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LBIACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH-JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LBIACRE
10.10.10 FERTILIZER
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY-20 LWACRE NITROGEN IN SPRING WITH NO
PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS
FERTILIZER
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LBIACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE
SUMMER
SPECIES
GERMAN MILLET
FALL
RATE (LB/ACRE)
40
SLOPES= 3:1 SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTALPLAIN- DEC.1-APR16-LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 16 - SUMMER
AUG. 16 - DEC. 30 - FALL
J" WIRE MESH
COPENING\j
LE
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LS ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LRACRE 10.10.10 FERTILIZER.
Mulch
APPLY 4,000 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
19•GUAGE HARDWARE CLOTH.
(}' MESH OPENINGS)
NCDOT #5 OR #57
WASHED STONE
A
5' STEEL POST
4' MAX (SELF -FASTENER
STEEL ANGLE TYPE)
NOTE: SECTION A - A
FOR CURB INLETS AND DROP INLETS
INLET PROTECTION
NOT TO SCALE
i L/••114 Y ILYY
50' MIN.
I-�S' DIVERSION TO DIRECT RUNOFF FROM RAN -�
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRPJ�I'"" '' '?
NOT TO SCALE BY,
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
O
65
LU
O
z
Z
s �^ a
v ,
�
O
LL
2
z
z
W
U
W�
o�
.-1 O
d
Z N N
' O+ 00
8 O t- N
2 ai o U
E A '• � a�
w bz°
y�
Z 4: O
O vz
_
V
�z
z
a
O
x
o°z
A ��z
O
V
TiO
O W R
U�Cn
z
z
��D
mZ ��
ZUf
0
Q
OO
0
Imo- 55Z6
U 12LL
.ww
Z
c�
LU
I�Io
2W�2
_Z
w..b
zzy�
WO U
0
d SRu.'a,:
C(VeppU
SEAL
ffn: S
S : 036235
C-6,90
PEI JOB#: 10121.PE

WETLANDS ON THIS SITE DELINEATED BY LAND MANAGEMENT
GROUP DETERMINATION APPROVED BY COE ON JUNE 9, 2008.
1. ALL PROPOSED RESIDENCES SHALL DIVERT ROOF
DRAINAGE TO STREET OR STORM DRAINAGE SYSTEM VIA
GUTTERS, LEADERS AND UNDERGROUND SCHEDULE 40
PVC CONDUIT, IF NECESSARY.
CURB INLET
(STD. 840.03)
MOD. VALLEY
CURB & GUTTER
5'
•I
CONTRACTOR SHALL
MAINTAIN EOP & TRANSITION
THE GUTTER LINE FOR CURB
INLET INSTALLATION
STAKEOUT POINT
SECONDARY SPILLWAY
TOP OF RISER = 30.85
(4'X4' GRATE OPENING)
PRIMARY SPILLWAY [RECT. WEIR]
(COVER WITH HARDWARE CLOTH)
LENGTH = 1.5' TOTAL
EL. 28.40
3"SCH. 40 PVC
DRAWDOWN ORIFICE
NORMAL POOL EL. = 28.00
Oe�
,fig\Oj
SECONDARY SPILLWAY
TOP OF RISER = 29.00
(4'X4' GRATE OPENING)
PRIMARY SPILLWAY [RECT. WEIR]
(COVER WITH HARDWARE CLOTH)
LENGTH = 4' TOTAL
EL. 27.70
2" SCH. 40 PVC
DRAWDOWN ORIFICE
NORMAL POOL EL. = 27.00
EMERGENCY SPILLWAY
TOP OF RISER = 31.50
(4'X4' GRATE OPENING)
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
) 36" CULVERT
REINFORCED CONCRETE BOX
(CONTRACTOR SHALL SIZE FOR
4'x4' TOP GRATE OPENING)
Imo-- B EXTENDED
[� BASE
POND #1 OUTLET STRUCTURE SECTION
NOT TO SCALE
__J
I
I �
L----I
OUTLET PIPE
36" RCP (CL.111)
INV. UP = 24.75
INV. DOWN = 24.00
SLOPE = 0.38%
SEED/ SOD ALL SLOPES ABOVE PERMANENT POOL EL
///- 10:1 SHELF 6" ABOVE & 6" BELOW
PERMANENT POOL PLANTED WITH SUITABLE
WETLAND SPECIES OR VEGETATION.
1 10'-1
�t
POND #1 SECTION
NOT TO SCALE
SUITABLE PLANTS
PICKERELWEED (PONTEDERIA CORDATA)
DUCK POTATO (SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALS)
SWAMP ROSE (HIBISCUS MOSHEUTOS)
BLUE FLAG (IRIS VIRGINICA)
CARDINAL FLOWER (LOBELIA CARDINALS)
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 10:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24'
O.C. IN A CHECKERBOARD PATTERN.
TOP EL FOREBAY 28.00
_ 1.5" RUNOFF STORAGE EL. = 28.38 _
_ PERMANENT POOL EL. (NORMAL WATER SURFACE) 28.00
1 W FOREBAY MAIN POND
BOTTOM EL. FOREBAY = 17.00 / POND BOTTOM EL. = 17.00
FOREBAY IS DIVIDED FROM THE ---/// SEDIMENT STORAGE EL. =18.00
MAIN POND BVEARTHEN BERM
POND #1 - FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
EMERGENCY SPILLWAY
TOP OF RISER = 30.00
(4'X4' GRATE OPENING)
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
18"CULVERT
REINFORCED CONCRETE BOX
(CONTRACTOR SHALL SIZE FOR
4'x4' TOP GRATE OPENING)
OUTLET PIPE
18" RCP (CLAII)
INV. UP = 26.50
INV. DOWN = 26.50
SLOPE = 0.00%
QE 6" EXTENDED
BASE
POND #2 OUTLET STRUCTURE SECTION
NOT TO SCALE
'UTTER TO
HOOD \ r-TOP EL. FOREBAY 27.00
SEED/ SOD ALL SLOPES ABOVE PERMANENT POOL EL
10:1 SHELF 6" ABOVE & 6" BELOW
PERMANENT POOL PLANTED MATH SUITABLE
WETLAND SPECIES OR VEGETATION.
1 10� I 1_
�- PERM; „­.,,
3
' V OF POND DEPTH IS FOR
SEDIMENT ACCUMILATION
PER DWQ POLICY
POND #2 SECTION
NOT TO SCALE
SUITABLE PLANTS
PICKERELWEED (PONTEDERIA CORDATA)
DUCK POTATO (SAGGITARIA LATIFOUA AND SAGGITARIA CARDINAUS)
SWAMP ROSE (HIBISCUS MOSHEUTOS)
BLUE FLAG (IRIS VIRGINICA)
CARDINAL FLOWER (LOBEUA CARDINAUS)
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 10:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
10,
EL. 28.00
EL. 27.50 (TOP OF RtP-RAP) z
FILTER FABRIC - 6" THICK CLASS W RIP -RAP
FOREBAY PROTECTION DETAIL: POND #1
NOT TO SCALE
OVERFLOW STRUCTURE
(SEE DETAIL)
VEG SHELF
10:1 SLOPE TYP.
AROUND POND
TOP OF DAM Fi.. = A2 fvn
10'
EL. 26.50 (TOP OF RIP -RAP)
FILTER FABRIC J 6" THICK CLASS W RIP -RAP
_ 1.5" RUNOFF STORAGE EL. = 27.62 _
_ PERMANENT POOL EL. (NORMAL WATER SURFACE) 27.00 _
12" 3 }} _
t2" 1 o FOREBAY MAIN POND of 11
TRANSITION FROM MOD.
VALLEY CURB & GUTTER TO
MATCH CURB INLET
INSTALLATION
CURB TRANSITION DETAIL
NOT TO SCALE
BOTTOM EL. FOREBAY =19.00 POND BOTTOM EL. =19.00
FOREBAY IS DIVIDED FROM THE SEDIMENT STORAGE EL. =20.00
MAIN POND BY EARTHEN BERM
POND #2 - FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
V OF POND DEPTH IS FOR
SEDIMENT ACCUMILATION
PER DWQ POLICY
EL. 27.00
FOREBAY PROTECTION DETAIL: POND #2
NOT TO SCALE
OVERFLOW STRUCTURE
(SEE DETAIL)
VEG SHELF
10:1 SLOPE TYP.
AROUND POND
P OF DAM EL. = 31.00
'lll{
Il:i
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION f
Z
O
UJ
Z
O
a
F
a
O �► ^
0 vJ a
0
Z_
F-
Z
W
0
U
wu CC)
P-4
Z N N
_
Y1 0 cn r- N
0
1�"I z yvo V
0 N
h
0
w
-dZO
z 0
) U
� Z
'n�o
�z
w
z
H
a
0
U1
w
P4
1.4
a
C)
Q z
H�
Zp
w U
P.
�oz, ram} U
W
W t✓n
o z�z
�z
0~
0
Z �
o�
c 55 Z
00
O
LL
O
N sgzo
W
U'
z!
O
0ZWJ ...
0wW
�wWw
S2
w
D-
D..
OUi
SEAL ........
\\A CA/T
��Ea�$AL r: a
Y�
^ I.11��'T
C-601
PEI JOB#: 10121.PE

PL
09M
ATION
NCROFT FOREST
(FORMERLY PALADIN PHASE 4)
ST. JAMES, NORTH CAROLINA
VICINITY MAP
NOT TO SCALE
INDEX:
1: COVER SHEET
2: EROSION CONTROL SHEET
3: STORM WATER SHEET
4 - 5: PLAN / PROFILE SHEETS
6-8: DETAILS
APPROVED
NORTH CAPCLi A -- ':TAL
Date me'" 3 2.00(2 �112Y
Stormweter Permit No jj�.Q
6et!b,
OWNER:
ST. JAMES DEVELOPMENT
COMPANY, LLC
104 St. James Drive
St. James, NC 28461
910-253-4739
ENGINEER:
EAST COAST ENGINEERING
COMPANY, P.A.
Shallotte, North Carolina 28459
4918 Main Street - P.O. Box 2469
910.754.8029
ECEC PROJECT NO. 1100.45

\96
4
\ 97 \
STORMWATER DATA TABLE
TOTAL SITE AREA = 24.03 ACRES (1,046,671 SF)
LOW DENSITY STORMWATER - 30% IMPERVIOUS ALLOWED
= 7.21 ACRES (314,001 SF)
TOTAL IMPERVIOUS AREA = 7.20 ACRES (314,001 SF)
ROADWAYS = 2.13 ACRES (92,830 SF)
LOTS = 47 x 4705 SF / LOT
/ \ 5.08 ACRES (221,135 SF)
/40 98 �� ZI '
g
P \� \�� \ 3
I �38 to AiS
cq 7-Tq T/oN100
' \�\ 101 \
36
102 �—
�36
PALADIN
PHASE 3
—36 \ 103
\ 1\ PROJECT BOUNDARY
D \
I
10
72
73
i/ \ 15
3
I I 12
R40'
i1 R65'
\ 10
-32 30\
ON
26
GOLF c,,ct
COURSE /
FAIRWAY \
#16 \ \ 25
17 18
6 5 4
Revisions
1-26-06 DWO Comments
dYG I
30
� �GJ
29 \
O�
28 -12' W It N
31 \
27lo
I 32 .. O
R40' II U
a O
W
33 i
�o p 'cd
O
1� 34 �..� ,cd
/ 24 20' [—r cn �
/ 32--- 35 �It
23
I 36
22 I
19
21 CUFB CUT —�
SWALE INV = 29.36
20 y d-
T 39
R260'
1l O
40 / 1 PROJECT BOUNDARY
1140'
En
/26 @ w0 I4
,3 41
0 az
�w
2 42 u
y Zcon
wti
4 s W O
1 1 55 12 x I RCP
j RIPRAP
DISSEPATOR
46
45 — ----- _ —
4Date: 10A1.1005
4
Scale: 1"=60'
- - - - - - _ �- — - - - _ -_____DAMES DRIVE (EXISTING) -- Drawn By: RDW
—_----___-- ST.
Checked By: DAJ
- T ST. JAMES DRIVE (EXISTING)
PROJECT
— — — _ _ — BOUNDARY C -- -I-—
_�= -+_28i—
-71
11
---�— � ---- ---
I� \ / THIS PLAN IS NOT ISSUED FOR
% CONSTRUCTION
COSE
It TE SEAL.
- AFFIXDRPOR
' —30
\ \ i
NOTE: NO WETLANDS ARE WITHIN I 2
PROJECT BOUNDARY / ` 2^ / p/ SEAL
1 ��; 72
LE: - 60'
a I 1 22 �BARTON�
0 60 20 240
i
Sheet 3 of 8 '
vmg shall not be repproduced m
in part without wnTten permission
oast Engineering Company. P A ECEC PROJECT NO. 1100.45

i,
=36
m
PALADIN
PHASE 3
97
/40 98
Y
_ \ MP SILOCATION
N \
—3
100
101
MbC
i
/=36
102
SEDIMENTATION & EROSION CONTROL DATA TABLE
TOTAL AREA OF DISTURBANCE = 520,708 SF (12.0 ACRES)
BASIN DISTURBED STORAGE STORAGE BOTTOM BOTTOM AVERAGE
# AREA REQUIRED PROVIDED LENGTH WIDTH DEPTH
(ACRES) (CF) (CF) (FT) (FT) (FT)
1 3.09 5562 5772 70 40 3
2 8.03 14454 12615 95 65 3
z
\ Cl)
103
\�?F
\\
\ 27
ZCD
26
GOLFCO SE
F WAY�6\2524 /
/\ )22
21
-�30—
20
� \ 73 ti —
— / `�• `� / �o
II \ 15 19
13
16 17 18
I
PROPOSED I = LIMITS OF
tl
IRRIGATION 1 DISTURBANCE
POND 'I _ n I / 2
N
3
_>
11 1 > �> __>
MAINTAIN POSITIVE I 1
t� ( GRADING TO POND I 2
111111 1 7
10
4
I 6 5
-32 /
Disturbed TEMPORARY 1 I 9
a8
\ rea for SEDIMENT
/ I basin #2 BASIN # 2 a
\350135.45 t /
-3p 1
/ 47 I \ \
I 45 46 ) _
-- > >
-->-
> Cp
_ -�--
!—, —> --- _�---------------- ---TEMPORARY --------_
> _ 0PROJECT —
> _ 3 CONSTRUCTION — — —
_ BOUNDARY ENTRANCE
DRIVE � ----------- _
i
—30
E. = 60'
(U I I
CU
\ %
0 60 20 72410 �/ I I' 1 /
zoo
72
LIMITS OF
DISTURBANCE
PROJECT �-
BOUNDARY
10
/
�30_
Revisions
\ ZIP
d uo
30
29 \
31 \ w Et N
W `C
LIMITS OF I 32 ^ 1-0O Q
fDISTURBANCE U 00
O r O
co
�o N • rr
34Cd on
35
Tem ry Diversion
36
I
I
I
�-130—
3 a O Q
o
I 40 i ! Za/ U O
\ 41 I /w is
rl I z ��
v c) W
EI
42 J TEMPORARY �C
SEDIMENT H W
BASIN # I W
t
Cl)
1 4759.00
c 43 1 30 LF -18" RCP
lrl.,l w/ 12"x 10'x 12''
RIPRAP
DMIPATOR
1
^ �24
> — — — — — — — — — — -- Date: I O AUG 05
i — Scale: I" = 60'
TEMPORARY (EXISTING) _ Drawn By: RDw
CONSTRUCTION ST. JAMES DRIVE ( _� 24— — Checked By: DAH/DBH
ENTRANCE
/2
i THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WTHOUT
AFFIXED CORPORATE SEAL
i
Sheet 2 of 8
raving sha not be reproduce in
or in part without wnuen permission
I Coast Engineering Company. P.A.
ECEC PROJECT NO. 1100.45

50
48
46
44
42
40
38
36
34
32
30
28
26
24
22
�O
FLEV
HIG
POINT
TA = 3+f
6.11
PVI ST
= 3+50
A.D. _
LO
POINT 4TA
= 9+4
.91
A.D.
-0.75
PVI STA
=9+50
K=
66.67
N
e
r
m
F
m
F
XISTI!rGCLCRADE
w
°
N
N
U
U
U
U
>
" MIN.
3
EW R
2 IN6
C9
PRES
PVC
iJRE
2
YO
D
C900
VC WA
TE
PARA
-ION,
18" MIIN. VERTICAL
S
WATER OVER
SEWER
E^
W
q
O
8" MRN.
VERT
CAL S
PARA
ON-,
F
WWATER.
OVER
SEWER>
O
Q
W
�
.
T
V
O
N
O
N V
N
V I
N
g v�
N N
�O
N
N •O
N N
v�
N N
M
N N
.--•
N N
r O
N N
O
N
a O
N N
O
N
O
N N
O
N
O
r; N
O
N
N O
^: N
O
N
N U
r; ^
�O
"
�,
^
O
.r
^
T
O O
�G
O
M V
O C
O
O O
O
C
O
O
r O
O
�`
O
�` O
O
� O
O
a O
M ...
O O
�O
O
v, O
O
.M-i
M
m
N, O
N
M
rn N
N
N, M
v,
N
N, M
•O
N N
M M
h
N l�
N N
M M
W„
N
M
O W
N N
N
�.,
N N
N
N
N
N
CR
W o P.., U 1+00 1+50 2+00 2+50
HORIZONTAL SCALE: 1" = 50'
0 50 100 200
3+00 3+50 4+00 4+50 5+00 5+50
VERTICAL SCALE: I" = 5'
0 5 10 20
6+00 6+50 7+00 7+50 8+00
LANYARD DRIVE
O
d
W
U
U
8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+23.15
Revisions
C\
Q1 \ii
W OCIS
W
.. OON
va00
s
Z
'Cd
CIS ©0
[—a
W
O
�U
�
Qx
ao
w
�C)
O
aZ
Q
W
1"i
�1
PTO
Date: 10 AIJG 05
Scale: I" = 50'
Drawn By: RDW
Checked By: DBB
THIS PLAN IS NOT ISSUED
FOR
CONSTRUCTION NATIOUT
AFFIXED CORPORATE SEAL.
Sheet 4 of 8
This drawing shall not be reproduced in ECEC PROJECT NO. 1100.45
whole or in part without wn en permission
of East Coast Engineering Compaml. P.A.

A. BURY THE TOP END OF THE EXCELSIOR STRIPS
IN A TRENCH 4 INCHES OR MORE IN DEPTH. i
B. TAMP THE TRENCH FULL OF SOIL. SECURE
WITH ROW OF STAPLES, 10 INCH SPACING
4 INCHES DOWN FROM TRENCH.
A (;i iil
C. OVERLAP - BURY UPPER END OF LOWER
STRIP AS IN "A" AND "B". OVERLAP END OF
OP STRIP 4 INCHES AND STAPLE
D. EROSION STOP - FOLD OF EXCELSIOR BURIED
IN SLIT TRENCH AND TAMPED, DOUBLE ROW
OF STAPLES.
I
PLAN VIEW
50' MIN.
6" DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY GRAVELED
CONSTRUCTION ENTRANCE
NOT TO SCALE
DIVERSION SWALE
NOT TO SCALE
IN. 10 GA.
DP WIRE
MIN. 12-1/2 GA.
g
3Lu
to
INTERMEDIATE WIRES
LL
N
tY
MIN. 10 GA. BOTTOM WIRE
"
I-
rl-
6" MIN. COMPACTED
FILL OVER SKIRT'
O
U)
a
a
0
>
O O
W
w `
3
� ,
rnv�� • SIDE VIEW
NOTES:
1, INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS.
2. WHERE WOOD POSTS ARE USED, POSTS SHALL BE A MINIMUM OF 3" IN DIAMETER AND 6- IN LENGTH. POSTS SHALL BE CREOSOTE OR
PENTACHLOROPENOL TREATED SOUTHERN PINE.
3. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FASTENER ANGLE TYPE.
4. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM Al16 FOR CLASS 3 GALVANIZING. FABRIC SHALL
BE A MINIMUM OF 32" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-1/2 GAUGE. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS
THAN #9 STAPLES 1 1/2" LONG.
5. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./UN. IN. AND
A MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS.
6. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LB./LIN. IN. OR GREATER, AND THE POST SPACING IS) DOES NOT EXCEED 6', WOVEN
WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REQUIRED, AND POST SPACING SHALL NOT EXCEED 8'.
TEMPORARY SILT FENCE
NOT TO SCALE
E.OVERALL
2" (TYP.) Z
1.5"
MATTING DETAIL
D SCALE
23' BC -BC
3" (TYP.) 1 1/2"14 ASPHALT 18
j 18"
e z
1.
> 6" AGGREGATE BASE COURSE
COMPACTED SUBGRADE TO 95% MOD. PROCTOR DENSITY
EEL OR WOOD POST
WEN WIRE FENCING AS REQUIRED
.T FILTER FABRIC
ANCHOR FABRIC SKIRT w/ MIN. 4"
LONG WIRE STAPLES @ 12" O.C.
'FOR REPAIR OF SILT FENCE FAILURES,
USE #57 WASHED STONE IN LIEU OF
COMPACTED FILL.
SUPERELEVATED PAVEMENT SECTION
NOT TO SCALE
ALL SWALES REQUIRE TEMPORARY LINING.
ESTABLISH VIGOROUS PERMANENT
VEGETATIVE GROWTH ON SLOPE, BANKS AND
CHANNEL (SEE "EROSION CONTROL NOTES
AND SCHEDULE)
TYPICAL TRAPEZOIDAL GRASS SWALE
NOT TO SCALE
VARIES (SEE PLAN)
�1 1/2" 2 ASPHALT
1/4":V-0"
4" (TYP.)
6" AGGREGATE BASE COURSE
COMPACTED SUBGRADE TO 95% MOD. PROCTOR DENSITY
CROWNED PAVEMENT SECTION
NOT TO SCALE
SEEDING SCHEDULE
ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER. THE CONTRACTOR
MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT THE
CONTRACTOR CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDI"I IONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
KIND RATE PER ACRE
COMMON BERMUDA GRASS (UNHULLED) 20 LBS.
COMMON BERMUDA GRASS (HULLED) 12 LBS.
PENSACOLA BAHIGRASS 50 LBS,
KOREANLESPEDEZA 25LBS
TALL FESCUE 30 LBS.
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 30O GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER.
CONSTRUCTION SEQUENCE
PULL SLOPES BACK TO
BLEND INTO EXISTING
TERRAIN, TYP.
V
1'(MIN.)
SCALE #
BOTTOM
DEPTH
(DA#)
WIDTH (FT)
MIN. (FT)
1
1
2
1
3
1
1
4
1
1
5
1
1
6
1
1
7
1
8
1
1
9
1
1
10
i
11
1
1
SILT FENCE STONE OUTLET
NOT TO SCALE
TOP OF CURB
/TOP OF PAVEMENT
MAIN ROAD INTERSECTING ROAD
VALLEY GUTTER SECTION
SECTION 1
NOT TO SCALE
—� PAVING SLOPE\
QA STRAIGHT GRADE BETWEEN MAIN ROAD CURB/RETURNS
FEATHER INTERSECTING STREET PAVEMENT INTO
MAIN ROAD CROSS -SLOPE, TYP.
TRANSITION FLAT GRADING TO CENTERLINE OF
INTERSECTING ROAD AT CURWRETURNS, WHILE
TRANSITIONING PAVEMENT TO FULL CROWNED
SECTION AT CURB/RETURNS BEYOND, TYP.
REFER TO CONSTRUCTION DRAWINGS FOR
SPECIFIC TOP OF CURB AND CURBIRETURN ELEVATIONS
'B'/REZt1RN : ; • : ,•: • f111;efRETt)f1:
CENTERLINE TOP
FILTER I
NCDOT CLASS B
EROSION CONTROL
STONE
8" TO 12" #57 STONE
ON UPSTREAM FACE
FILTER
FABRIC
TYPICAL VALLEY GUTTER SECTION
NOT TO SCALE
1. CONTRACTOR TO NOTIFY N.C. LAND QUALITY SECTION, REGIONAL OFFICE IN WILMINGTON, [phone], PRIOR TO BEGINNING CONSTRUCTION.
2. INSTALL ANY EROSION CONTROL MEASURES AT STAGING AREA(S) OF PROJECT.
3. BEGIN EXCAVATION CLEARING AND GRUBBING ACTIVITIES.
4. INSTALL SEDIMENT AND EROSION / TURBIDITY MEASURES AS SHOWN, AS CONSTRUCTION PROGRESSES. AT THE END OF EACH DAY, EROSION CONTROL DEVICES
MUST BE IN PLACE, AS DEPICTED ON THE PLANS, UP TO THE CURRENT END OF DISTURBED AREA.
5. IMMEDIATELY AFTER FINAL GRADING IS COMPLETED, ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED AS NOTED IN THE SEEDING SCHEDULE.
6. MAINTAIN ALL TEMPORARY MEASURES UNTIL PERMANENT AND UNIFORM VEGETATION IS ESTABLISHED.
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE WITH THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
2. ALL LAND DISTURBING ACTIVITIES ARE TO BE PLANNED AND CONDUCTED SO AS TO LIMIT EXPOSURE OF BARE EARTH FOR THE SHORTEST POSSIBLE TIME.
3. ALL DISTURBED AREAS SHALL BE STABILIZED BY THE PLANTING AND ESTABLISHMENT OF PERMANENT AND UNIFORM GROUND COVER.
4. TEMPORARY CONSTRUCTION STAGING AREAS SHALL HAVE ADEQUATE SEDIMENT AND EROSION CONTROL MEASURES INSTALLED TO PREVENT OFF SITE
SEDIMENTATION, AND SHALL BE SEEDED AS NECESSARY TO BRING THE SITE BACK TO ITS NATURAL STATE UPON COMPLETION OF THE PROJECT.
5. SEDIMENT AND EROSION / TURBIDITY CONTROL MEASURES SHALL BE INSPECTED AFTER EACH HEAVY RAINFALL TO INSURE THEY ARE FUNCTIONAL
AND IN GOOD WORKING CONDITION. SEDIMENT DEPOSITION ACCUMULATION TO BE PERIODICALLY REMOVED TO MAINTAIN UNIT EFFECTIVENESS.
6. OVER THE DURATION OF THE PROJECT, THE OWNER SHALL MAKE PERIODIC AND UNSCHEDULED INSPECTIONS TO EVALUATE THE EFFECTIVENESS
OF ALL EROSION CONTROL MEASURES. IF EROSION OCCURS, THE OWNER SHALL NOTIFY THE CONTRACTOR TO TAKE ADEQUATE STEPS TO REMEDY
THE SITUATION.
7. CULVERTS, DITCH -LINES, OR RIP -RAP DISTURBED BY THIS CONSTRUCTION WILL BE REPLACED OR REPAIRED BY THE CONTRACTOR TO AN EQUAL
OR BETTER CONDITION TO THAT PRIOR TO DISTURBANCE.
e
24" MAX
AT CENTER
SECTION A -A
TEMPORARY CHECK DAM
NOT TO SCALE
wa
TEMPORARY
SEDIMENT POND DETAIL
NOT TO SCALE
1
e
��CENTERUNS PAVEMENT
CURB/RETURN
•: • EI,iBBb}/Fi�TURRf : ; � : ;
—18" MIAMI CURB
TOP OF PAVEMENT
& GUTTER LINE
4-
CURB CUT
TOP OF CURB TAPER I 8'-0"
CART PATH
CURB CUT DETAIL
NOT TO SCALE
12" 6"
CLASS A CONC.
SEE TYP. PAVEMENT SECTION SLOPE 1" gip, R 1 1/2"
NOTE: TO BE USED io R 3"
WHERE WATER IS TO ` .+1Y8., ,
FLOW AWAY FROM CURB MODIFIED CURB & GUTTER
(USE IN SPILL CONDITIONS)
12" 6"
CLASS A CONC.
SEE TYP. PAVEMENT SECTION SLOPE 1" 9�1 R 1 1/2"
N
..1l8R+•' R3"
STANDARD CURB & GUTTER
CURB AND GUTTER SECTION
NOT TO SCALE
ME
9:4 � N
W 00
.. O O N
V a00
z
CZ) ov�
cno
O Q c3
Ln (7-
W
x
O
U
U
O0
W
-Oc��
�w
O
W
Z
O
O
✓o
Date: 10 ALIG 05
Scale: 1 " = 50'
Drawn By: ROW
Checked By: DAl
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
Sheet 6 of 8
T!Tisddrai
whole or
.,c c__, C
Lou
ECLG PRUJLUI NU. 11UU.A

_:
Revisions
ASSHOWN
ON PLANS
TEE
PROVIDE BARREL EXTENSION SECTION AS
REQUIRED FOR PROPER VERTICAL ALIGNMENT
BURY LINE
COMPACTED BACKFILL
STONE
(7 C.F. MIN.)
WEEP HOLE TO
REMAIN OPEN
�6" D.I.P.
D.LP.-/ \-3/4" THREADED GALVANIZED
STEEL TIE RODS WITH y
EYE BOLTS (4 TOTAL)
NOTE: THE TEE IS NOT A PART OF THE FIRE HYDRANT
ASSEMBLY FOR BIDDING PURPOSES.
FIRE HYDRANT ASSEMBLY DETAIL
NOT TO SCALE
FOR USE IN PAVED AREAS
PAV€MENT
12" CASTING
41 11 1/2,-
4" MIN. I
POURED RA PLACE
CONCRETE COLLAR --- /
(3000 PSI MIX)
COMPACTED ABC BASE
UNDER COLLAR
FOR USE IN
GATE
USE IN UNPAVED AREAS
PRECAST CONCRETE COLLAR
VALVE BOX -CENTER BOX
PLUMB OVER VALVE STEM
-GRAVEL
NO CONCRETE SHALL TOUCH
BLOCKING MIN. BOLTS OR GLANDS. WRAP
BEARING AREA = 1 FT. SQ. BOLTS OR GLANDS W/PLASTIC
MJ GATE VALVE AND VALVE BOX
NOT TO SCALE
➢BASS CAP
2' ]BASS NIPPLE
-
VALVE ]BOX
(SEE VALVE AND
2' SCH 40 FIPT X
POURED IN PLA
VALVE ➢OX DETAIL)
SLIP PVC ADAPTER
C LLAR
(3000 PSI MIX)
COMPACTED ABC
ATE VA
W/ FIPTLVE
2' SIR 40 PVC
r BRASS
COUPLING (TYP.>
2' PVC 90-BEND
r SCH. 40 T X
\ SLIP PVC ADAPTER (TYPJ
r SCH. 40 M EPT XR (TYP.)`r NhO�PPT ]BRASS THRUST BLOCKINGSLIP PVC ADAPT� N�PLE (TJ
3'
SEE SPECIFICATIONS FOR S T
OF VALVE AND VALVE BOX IN S
OTHER THAN LOOSE DRY SAND
2" BLOWOFF ASSEMBLY
NOT TO SCALE
2'
fit
NG
2' MIN
1.5'
0
W
LL
L)
LU
D-
(n
(n
a
(8) N 4 REBAR
2 EACH WAY
)00 P.S.I. CONCRETE
THRUST COLLAR
THREADED GALVANIZED STEEL RODS
WITH 4" x 90' HOOK, SEE "TIE ROD
SCHEDULE" FOR QUANTITY AND SIZES OF RODS.
od-
M.J. CAP OR
1 1 ( { s OTHER M.J. FITTING
4 DUCTILE IRON PIPE
p- - - ---
5.
5 r 5
5 PLAN VIEW PLAN VIEW
�D�
THRUST COLLAR SHALL BE FORMED USING
2 DIA. THREADED TAP AND BRASS
NIPPLE FOR 2" LINE EXTENSIONS.
1/2" COX PLYWOOD, AS PER
AS PER COLLAR DIMENSIONS SHOWN
END VIEW
TOP VIEW
2.5' TIE ROD SCHEDULE
PIPE TIE ROD
COLLAR DIMENSIONS
Dio. Quan• 51zk
SIZE LINE MIN. W
MIN. D
4" 2 5/8"
4" 6"
18"
6" 2 3/4"
6" 9"
24"
8" 2 3/4"
8" 12"
36"
12" 4 3/4"
12" 18"
48"
16" 4 7/8"
16" 18"
66"
20" 4 1"
24" 4 1 1 /4"
30" 4 1 1/2"
NOTE: ALL THRUST COLLARS ARE TO BE POURED ON DUCTILE IRON PIPE
CONCRETE
THRUST COLLAR
NOT TO SCALE
READING LID,
RIGHT OF WAY
HINGED CAST IRON FLAP
FINISHED GRADE LABELED "WATER METER"
LOCKABLE CAST IRON FORD METER YOKE BOX
WITH DUAL CHECK VALVE AND INLET KEY VALVE
YLHC141-243-RL, OR APPROVED EQUAL
5/x WATER LOCK TYPE
METER PROVIDED BBY Y BRUNSWICK COUNTY
STOP
I
'METER
V PVC PIPE
FORD S70-604
SERVICE SADDLE
057 WASHED STONE��•'? FORD Ft
AS REQUIRED/ -. CORP. S
WATER MAIN
BLOCK SUPPORT OR
STONE AS REQUIRED
NOTE:
THE CONTRACTOR SHALL PLACE METER BOX IN A NON -TRAFFIC
AS CLOSE TO THE RIGHT OF WAY AS POSSIBLE
TYPICAL 3/4" WATER SERVICE ASSEMBLY
FOR USE IN TRAFFIC AREAS
POURED IN PLACE -Z
CONCRETE COLLAR
(3000 PSI MIX)
SEE THRUST COLLAR 72•
DETAIL
ASS
NIPPLE (TYPJ
TAPPED ' -\
1 r COUPLING (TYP.)
3/4' THREAD THRUST
(EACH SIDE -
COLLAR SCHEDULE)
I- 3' MIN.
NOT TO SCALE
2' BRASS CAP
2' BRASS NIPPLE
VALVE BOX
(SEE VALVE AND
2' SCH. 40 FIPT X
BOX DETA )
SLIP PVC ADAPTER
�VV,AALVE
III VE VALVE
2' SCH. 40 PVC
e a� r SCH 40 %T X 2' SCH. 40 MIPT X 2' PVC 90^BEND
SLIP PVC ADAPTER (TYP.) SLIP PVC ADAPTER CTYP.)
e BRASS NIPPLE THRUST ]BLOCKING
3' 3'
NOTE- SEE SPECIFICATIONS FOR SUPPORT
OF VALVE B VALVE DOX IN SOILS
OTHER THAN LOOSE DRY SAND.
TEMPORARY BLOWOFF ASSEMBLY
NOT TO SCALE
y= 3' FOR PIPE LESS THAN 12' AND 6' FOR PIPE Ir AND LARGER.
SECTION VIEW SECTION VIEW
TYPICAL BEND BLOCKING TYPICAL TEE BUCKING
NOT TO SCALE NOT TO SCALE
THRUST BLOCKING TABLE
Blocking Dimensions (ft.) Min. Blockk'tg
VLF
Type Fitting Pipe Size b h X (CF) (CY)
221/2 4' 1.0 0.6 0.5 1
6' 1.5 110 018 1
8' 2.0 1.1 1.0 1
12' 3.0 1.7 1.5 4
16' 4.0 2.2 2.0 8 1/3
45 4' 1.5 0.8 0.8 1
6' 2.0 1.3 1.0 2
8' 3.0 1.5 1.5 3
12' 4.0 2.5 2,0 9 1/3
16' 5.0 3.5 2.5 20 3/4
90 6 Tee 4' 2.0 110 1.0 1
6' 3.0 1.5 1.5 2
8' 4.0 2.0 2.0 7 1/4
12' 5.0 3.6 2.5 20 3/4
16' 6.0 5.4 3.0 43 12/3
GENERAL BLOCKING NOTES,
1. Concrete shall have a mirnkm 28-day str th of p
2. Blocking d'nenslons and voLu"es p1r�esented� the • M I OCKNIG TALE' are (use
an a Sol beaip capacityy of 2,00H psf. Where the actual Sol bearkv capacity differs
fro" this value, the Engnneer shag determine revised dimensions and volumes for the Contractor's
use In construc}inp the blocking.pt 3. that Concrete shad ybgreWs@r tests be btion ased on anthe Specifications,
ave age off atpproxxbwtenlyeI per 4
blocks pcured ShmAd any test fall, add Alonat tests may be required by tie Engineer at
the sole expense of the Contractor.
4. Concrete shall be from an approved ready -nix plant unAess Job -mixed concrete Is specially
approved b the E on -six,
s. The back ofY the b( (thrust bearlrnp area) shall be against undisturbed sell.
6. All fittings and accessories shot( be wraooei with 16 A(, polyethylene br to peurblg
block' No concrete shall be placed W h wNl prevent the d iiasse of adjacent ia4lts.
Should No
come into contact with any nuts or belts, the pou^bng ticks shall Toe
W wallate(yystopped, and the affected area be thoroughly cleaned to ensure proper bait and
F-
O
= V TYPICAL
C7
CORPORATION STOP
1 " 200 PSI CTS PE TUBING(
SERVICE LWE
VANE BOX
SERVICE SADDLE i
-WATER MAIN
1 " CTS COMPRESSION JOINTS TEE
MINIMUM 18" COVER ON SERVICE LINE(S)
TYPICAL RESIDENTIAL WATER SERVICE
NOT TO SCALE
IACKFILL TO BE FREE OF ROCKS, FOREIGN MATERIAL, OR FROZEN EARTH.
BACKFILL COMPACTED TO:
A - 95% MAXIMUM DRY DENSITY UNDER ROADS, DRIVEWAYS, OR SIDEWALKS
B - DENSITY BEFORE EXCAVATION, OR 90% MAXIMUM DRY DENSITY
WHICH EVER IS LESS, AND IN LOCATIONS NOT COVERED ABOVE.
BACKFILL COMPACTED IN MAXIMUM OF 8" LIFTS IN AREA 1 AND MAXIMUM
6' LIFTS IN AREA 2. BY MEANS OF A MECHANICAL TAMPER.
AREA 3 SHALL CONSIST OF SAND, GRAVEL, OR NATIVE SOIL WHICH IS FREE
OF ROCKS, FOREIGN MATERIALS, FROZEN EARTH OR ORGANICS. WHERE
NATIVE SOIL IS DETERMINED ADEQUATE BY THE ENGINEER, NO EXCAVATION
BELOW BOTTOM OF PIPE IS REQUIRED. NOT TO SCALE
(ie. AREA 2 WOULD EXTEND TO TRENCH BOTTOM, SEE DETAIL LEFT)
REFERENCE TO DENSITY BASED ON STANDARD PROCTOR AS DETERMINED
BY AASHTO T - 99. (ASTM D - 698)
TRENCH BEDDING AND BACKFILL
Date: 10 AUG 05
Scale: 1" = 50'
Drawn By: RDW
Checked By: D
2 SPRINGLINE THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL
I
eproducedin
ritten permission
Company. P.A
Sheet 7 of 8
ECEC PROJECT NO. 1100.45

_e v -ions
6" MIN.
45' BEND
MIN. 1/2 CF OF
CONCRETE BLOCKING 450 BEND
12" DIA. CONCRETE BOX
w/TOP STAMPED "SEWER"
1 " TO 2"
(TYP)
12" DIA. CONCRETE BOX
w/TOP STAMPED "SEWER"
SLIP X FIPT ADAPTER AND
THREADED PVC CAP
PVC VALVE
GRAVEL
NOTES:
1. VERTICAL PIPE AND ALL FITTINGS TO BE
SCH. 40 PVC UNLESS OTHERWISE NOTED.
2. SLOPE FINISH GRADE TO DRAIN AWAY
FROM BOX.
MIN. 1/2 CF OF
CONCRETE BLOCKING
TYPICAL SEWER CLEANOUT AT END OF LINE
NOT TO SCALE
L
z
ip .. •: .: C; :;C.
SLIP X FIPT ADAPTER AND
THREADED PVC CAP (TYP)
2" BRONZE GATE VALVE
w/MIPT X SLIP SCH. 40 PVC
ADAPTERS(TYPICAL)
GRAVEL
2'±
CAST IRON
VALVE BOX
Z
g GRAVEL
NOTES
1. 2" GATE VALVE SHALL HAVE F.I.P. THREADS. CONNECTION TO THE PIPE
SHALL BE MADE WITH SCH 40 PVC M.I.P.T.X CLIP ADAPTERS.
2. GATE VALVES GREATER THAN 2" SHALL BE MECHANICAL JOINT.
3. SLOPE FINISH GRADE TO DRAIN AWAY FROM BOXES.
TYPICAL IN -LINE PRESSURE SEWER CLEANOUT
NOT TO SCALE
1 1/4" SCH. 40 PVC 90•
SHADED COMPONENTS ARE REOU
FOR DOUBLE SERVICE ASSEMBLY
1 1/4" SCH 40 PVC PH
U
w
w
a
30' MAX.
1 1/4" SCH 40 PVC (BRANCH LINE)
1Y4" GATE VALVE k
1V CHECK VALVE IN
EACH VALVE BOX
SERVICE LINE 1 1/4"
VALVE BO,X
DISTANCE AS REWIRED TO
INCORPORATE VERnCAL BENDS
TO ESTABLISH DESIRED VALVE
BOX ELEVATON
(SEE SERVICE LINE VALVE BOX DETAIL)
[V
SERVICE LINE. 1 1/4"
VALVE BOXEEEEL=
----------------/
x 2" TEE 1 1/4" SCH 40 PVC TEE-/
`
ALiTEERNATE ORIENTATION OF TEE IS WITH RUN
ERPENDICULAR TO BRANCH UNE. I.E. ROTATED
90' COUNTERCLOCKWISE FROM THAT SHOWN.)
E SEWER MAIN
TYPICAL RESIDENTIAL PRESSURE SEWER SERVICE
NOT TO SCALE
RESIDENTIAL PUMP SUMMARY
NOTE: ALL RESIDENTIAL PUMP STATIONS TO BE
ENVIRONMENT- ONE SIMPLEX GRINDER PUMPS.
MODEL #2010-93
LOT /
TOP WETWELL ELEV
PUMP ELEV
1
32.0
25.2
2
32.0
25.2
3
32.0
25.2
4
32.0
25.2
5
32.0
25.2
6
32.0
25.2
7
32.0
25.2
8
32.0
25.2
9
32.0
25.2
10
32.0
25.2
11
32.0
25.2
12
32.0
25.2
13
32.0
25.2
14
32.0
25.2
15
32.0
25.2
16
32.0
25.2
17
32.0
25.2
18
32.0
25.2
19
32.0
25.2
20
32.0
25.2
21
30.0
23.2
22
30.0
23.2
23
30.0
23.2
24
32.0
25.2
25
32.0
25.2
26
32.0
25.2
27
33.0
26.2
28
33.0
26.2
29
33.0
26.2
30
33.0
26.2
31
32.0
25.2
32
32.0
25.2
33
32.0
25.2
34
32.0
25.2
35
32.0
25.2
36
32.0
25.2
37
30.0
23.2
38
30.0
23.2
39
30.0
23.2
40
32.0
25.2
41
32.0
25.2
42
32.0
25.2
43
32.0
25.2
44
32.0
25.2
45
32.0
25.2
46
32.0
25.2
47
32.0
25.2
2' NPT CONDUIT FLANGE.
CASTIRON
EY CONDUIT SEA
(REQ'D. BY OTHERS) D4' TYP.
1 B MIN.
2' CONDUIT
40' REQ'D.
W' FIBERGLASS RENF. POLYESTER
RESIN, 1/4' MN. WALL THICKNESS
GELCOATED SURFACES TO SEAL FIBERS
120 POE LOAD RATING AT S.F 2
ELECTRICAL
QUICK DISCONNECT (EQD)-
4' INLET HUB, FELD INSTALLED
TO MATCH GRAVITY LINE SLOPE
ENVIRONMENT ONE AMGP 1 HP
SEMIPOSITIVE DISPLACEMENT
GRINDER PUMP
36' BASIN COVER,
1/4' STEEL. EPDXY COATED
SCREENED
VENT PIPE
� SUPPLY CABLE
14- DISCHARGE SLIDE
FACE QUICK DISCONNECT
NYLON /
LIFTING
SST FASTENERS
FINISHED GRADE
-FLOAT BRACKET
CHECK VALVE/
ANTISIPHON VALVE
ON
OFF
`SENSNG BELL ,.
• 9S STAND
REINFORCED CONCRETE ANTI -FLOTATION BASE
36 3 CU. FT.
SECTION VIEW
E-I SIMPLEX GRINDER DETAIL
NOT TO SCALE
8.75'
HORN I
FRONT VIEW
�N]_M91XP�
NOTE: CONTROL PANEL TO BE MOUNTED TO SIDE OF HOUSE
CONTROL CABLE: TYPE TC, DIRECT BURIAL, 12 AWG, SIX CONDUCTOR
ENVIRONMENT -ONE PANEL 250 - 7
REDUNDANT RUN (HIGH LEVEL), VISUAL AND AUDIBLE ALARM
MANUAL SILENCE, MANUAL RUN, 120 VAC
NOTE: EMERGENCY CONTACT PHONE A 253-7177 MUST BE
CLEARLY POSTED ON EACH CONTROL PANEL.
DISCHARGE LEVEL
NY
6
w kn
0 N
'30
0
.. OON
U a
I
W 4 y�
O 1-0 /��
^; 0 V 1
O O OCd
H
Cd 00
4 e- 4
V1
R
Iru�
l
E"I
a Fes•'
0
4.4
1,4 04
CA
C:d
(,:,)
Q�
a Z
Z
T�
W J
Vl
jjj�4O......ttt.����
F
Date: 1 O AUG 05
Scale: 1 " = 50'
Drawn By: R.DW
Checked By: DAW DBB
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL
whole or in p,
of Fast Coast
ng L_ ompany, r..y.
Sheet 8 of 8
ECEC PROJECT NO. 1100.45