SW8951007_APPROVED PLANS_19970813

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 95100-1
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
0�o1-1 08 1'3
YYYYMMDD

m
50,
1 g:1
1 /-//2` TYPEI-P
ASPHALT ' //4"PERFT.(N //2"PERFT.
WATER MAIN j /2"1 /2"
rWEY BROS. CHBN 3-A
C./. FRAME 8 COVER
U,$ HGN'Y, Na. ry
OC EANDER pq/VE.
m
T
'. RUA
W.
< W.
c
JEA,247i
SAN. SEWER LINE . � Ar /< 0°oa• ca
B MANHOLE N 8" 8" A"\ , -� p��
TYP/CAL STREET SECT/ON 2 PUN vrEw�
yf
ti-
is ;,•'s :: a ' •' • � ¢''. I � z �Frr
b .c-er
NOT TO SCALE i1 •. n'o;e :'.: b W 3/4" P'-OCM/N. .7/4'
REV/SED: y 2 -O" 8 tq 0
✓UNE /3. /997 \ 4 --4 � � PLASTER PLASTER �' -- - � � 'rpo �Sa~OcP � ,00a
i� O+�'i
W EZEVA77ON (NOT TO SCALE/
Q oe� TYPICAL VALLEY CURB 5 O" LOCAT/ON MAP
.\5 Nor TO SCALE •••.-v
h b ":'.-CLASS A"GONG.' .'w; ;1•.};
i0 I STAB/L/ZE CREEK BOTTOM AFTER /NSTALLAT/ON
OF S.S. ISEE ARMOR&FS EEr SOBBING OFTA/L.
_ STANDARD GRILL BASIN DETAIL
(FOR /2'W5%18"PIPE!
F MC77ON A`- A' I I EXIST. S.SM.H r e-/64
I TEMPORARY D/7CH Nor ro s Al
DETAIL DOGWOOD OUTFALL
CONCRETE FL UME DEZA/L
I NOT TO SCALE CAUTION TO CONTRACTOR: \
NO WORK OUTS/DE EASEMENT ��1 ��a\��UTII MCNr
1 1 �
I
FORMERLY EL 5/E C. WOODY RE VISION TO A PORTION OF PRE V/OUSLY APPROVED - -
PREL /M/NARY PL AN.
•* SILT FENCE, FORMER[ Y EL 51C C. WOODY I I W
" BERM 8 SWALE 21 �Zt
25' COMMON AREA 4 y
__010 WED�, 35.264/" E P772,24' I o e
_ 11 Jl0' S _ _ _ 100=10, am, spin N N N N �°, m _m
X VIN,Hr Ns/ g
I 1 1 -� �-----1��1�_ +• • NATURAL -- I 1.
�� ` 1 - �^-► ... ... 74 u-/BO =ss J N
7 -1-I _I ... 1 1-�__-_-�-
.`� I 1 ..` AREA
CLEAR/NGL/ 1 2 I\ / , 4 1 �`; • \`e /" t l I I o O2 1 O ®' \ i /
Z A IA �I `i m/ I o� ( o W•�... �4 �n��.����� ' , _ / e
tl / �- M i © / I Q1{ I `` O1 \ r• J \ COMMON a O
w car 4 a9ez I ik °e m I d
96 ` l00' 2' I I I �� o WI 7 20 i rAOTURU E PAS
OND
i / ( 40010 Y'-iRACIT Y I GB-r 6- 0:6. 1 S a 60// 1 I Gsr' @ b V O_/5.70 - _ 2 2B © �. D SEENTION SHEETO5 O
x
EXIST. S.SM.H. F I ! R£DEVELOpME1�1TI ~, �� . 12
/OO SSMH n %
TOP 13.57 r / \ x 2 a a
2 'INK 7.09�;" - /04' car 79, y. sD I 3 W
2d 900• SDkw# _ - = O• o y M
IOO / II - - - ce. P 7 b I 20
5 r �00 /00 ' c2r 3 /00 ' ... /08 ' 25 FB - !o J o
Na3 A �. 26 l ( ITEMPORARY ` ? �'•'a E
. y� `._ _� .. ,p `` ! I -7 S Q 1(�l �,{I 7 I •1 ,I2},7�I a� N I N I DIVERS/ON '. % G3' r ...
`F DI TCMsump
^%
/300001 O.5 �, TEMPORARY �� h N ! �.
- 1 W O X 0 N O9 N aa► _N ,.� _ O O ._I / -
DIVERSIONDITCH �m 1 2 t6i m m I • a A Z .. � i 8 i s N �1 ��`71� 2 O I I z >�� 0� 0j O9 � p /9 � © F t^ � �9 O. 0 h
SUMPr/ FLUME �^ l FLUME r /FLU - N N X I I. ! / 8 % 6' 3 ` w ` �� I ,I tp 'L�• Ci �'4i 1�.
I ® �' •l ` �I �T,\ ( SUMP ,f 2
EXIST. I5" SEE DETAIL - _ i / ' i ` I \ \ \ \ \ CLEAR/i "G L/MIT LIm- - -\ O
EX/9r. T a _ _ NARVE::,-j-ROV_ELANE - -- - 1-�. _ 1 z5 200 - �_i
STO MDRAA; .ti Ar�B�fi � (COMMO ARAREi7/.]c ''-ems- N \ r��� r- 1 ' � '� J f \.- `� / ~, CO11C4C,N '
_ II 1 / .Aa AREA I -
_ � 236" /O /00 93' 9B' 9 ' r /p/' l \
' 777 / 79' /00' i 101' / 255'
S 34•P2' 3" W I B5759' 8" W 2,5B' N N N S 34.25.03" W /5 3.7/' S
1I �' I o•10• Boo' �Y I Boo. IL v
cO' DRA/NA6� EASEMENT I I I I I I I I ,a I I I `. I I I T I I /V p22 ,I I 30' O
y 1 e $ RA/NTREE, SECT/ON / I RAINTREE, SECTION /A v RA/NTREE. SECT/O 2 J
1y I •, I MAP BOOK 27, PAGE 73 yWy,, yy� MAP BOOK 27, PAGE 192 y� I MAP BOOK 28, PAGE /94
y�C� '^` LOT/ LOT2 LOTS I COT4 LOTS L0r6 LOT L07B L0T9 I L07/O I J� LOTH LOT/2 I LOT/3 LOrl4 J' LOT/5 I LOT/6 I I V'
�^q y0 ' I I I I I�q I I I _ LOl/7 LOT/B LOT 20 I
1 �i LOT/9 v LOT 2/ LOT 22 I L0723 LOT 24 L0725 LOT 26
EXIST. SSM.N. E1 I I I I I I TIE NEW Br P. V.C. TO -
I I
TOP /3.92 0 - 45'
INV. 5. B6 1 I R/W EXIST. WATER MAIN /N RA/NTREE
TIE T. W TER P.V.C. 7D
EXIST. SS.M.H.
EXIST. WATER M4M pV RAANTREE PASS NEW WATER OVER /,INT. D./.P. TOP 19.18 '
EXIST. SS.M.N. EXIST SEWER /NV. 15.25 EX/Sr. SEWER
TOP E.F. 0/ (D r16
INV. 13.81 EXIST. SEWER
OAK BLUFF_LANE �w his a V.
EX15T. 5.S.M.H.� -?EXIST. WATER \'
TOP 14.35
INV. 5.29
' 0.9• SUMP DETAIL S
1
I Mk NOTE:
a. eA ALL D/MENS/ONS ARE SCALED AND ARE SUBJECT TO CHANGE.
DRAINAGE O147A
Po#vr
0 c(s
C
I A
PIPE
SIZE
SLOPE
!l
A
4.,43
14
5.57 / �•`1
18"
I
0./7%
!!
6.96
0,4
5.578 3./2
/d"
0.5%/A" 0.5%
C
9.B2
0,4
57 4.;4/
/8"
0.7%
D
17.7
0.4
5.57 7.94
24"
0.459
E
22.64
0.4
5_'7 /0/7
, 36"
0./2X
TAX
S•M/N XM/N
VEGETATED SWALE' II /f
SUMP
r
DEPTH
WIDTH
LENGTH
CF
5'
l60'
2400'
2
5'
14'
75'
S208'
COMMONAREA NOT TO SCALE SUMPS ARE TO BE MAINTAINED TWICE A YEAR
PROPERTY
LINE
I FSILT
ENCE ; !BERM REAR
/ ! LOT L/NE
I SWALE `o
• i �• Y
- pm Ow
peaduGr,ay-aNF 0-yrAu ryvi<a4NIcnWamaNdwn�y"\
PW Uw I k �f• d *A 16FI min Qum IakawGAI A sa lapm a••+ \' ..WI Eeplmmm-.wnynae0may rns0..nan..�.w. aa. do avail
NOTES : 5O, EXISTING SV 5:71. x.:lx«NINaa ww c�hw�sw.R,�, Table sap.,,rro.. rw \�Lj
.wa re WA104 r NOrk
( TOTAL AREA . 29.36 ACRES INCLUDING FUTURE DEVELOPMENT
PAVEA/ENT
Taou e.pa
P.
BASE AREA . 29.36 - 0.72 (PONDS/. 2a 64 ACRES
�
(LOT / - 5 B 25 - 27
- aaa^ IJI7IPIIIwara
a
ZONING. R -15
1 8-- AP 4 STOVE
SILT FENCE,
BERM B SWALE
L
a
AVERASEL0T S/ZE. /2000 SO. FT.
[Ors SHOWN .27.L•e
N 3 •�,
w
50'./2•+B'TH/CK Jo.
DETAIL
NOT 7i7 SCALE
*
MAX. DENS/TY+Ya64+Y.5. 72LOTS.
•
se vie
30'
1
\
TOTAL AREA OF CLEARING SHOWN = // ACRES.
FROS/ON CON TROT
APPROVED
NORTH CAROLINA ENVIRONUMAL
46 MANAGEMENT DIVISION OF WATER QUA
PREL /M/NARY PL AN Dos'
�
FOR Stlxmoratar P•rmN �SW�015n%C�
HA R VEST GR 0 VE
A PERFORMANCE RES/DENT/AL DEVELOPMENT ST®RM /�
DEVELOPED BY W /,� TER
1 SEWA6ED/SPOSAL WILL BE PROVIDED BY NEW HANOVER COUNTY. A9� M/LAM- BEA SL E Y, L . L • C. E C E I V' E1
5o II 1 f7, Im�ry 5094 EDINBORO LANE 1=( �I
a WA7FR SERV/C£ WILL BE PROVIDED BY A PUBLIC COMMUNITY
WATER SYSTEM !CAPE FEAR UrXIr/ES /NCJ. /F CAPE FEAR
STAB/L/ZED CONSTRUCT/ON ENTRANCE DETAIL
25
qoA'
UTILITIES /S UNABLE TO PROVIDE WATER SERVICE, THEN
�k•
IVIOLA
/NO/V/DUAL WELLS WILL BE USED.
NOT TO SCALE
9. ROADS ARE TO BE CONSTRUCTED TO N. CD. a T. STANDARDS
u
ANO ARE TO BE PRIVATE.
46p
to.TOPOGRAPHIC /NFDRMAT/ON ON THIS MAP /S THE RESUL r OF AN
ACTUAL SURVEY BY SHERWIN D. CRIBB (M.S.L. DATUM I.
o••
0'/, 7
70'
%/. /0' WALK AND UT/L/rY EASEMENT ADJACENT TO ALL STREET
SF7/T EASEMENr�
Exim
1
25
25
RIGHT-OF-WAY.
D',
y0
_
'
- -
w
Ir
Ir
SEEDING M/XTURE
£wsr.
SAN/TARP SAS ER��
FF - -
/I PROP. 0 AV.a "'-- • •
WATT. AAE .�
"--
i
_
- b 5 r C
S�
PROPOSED SEEDING MIXTUREAND RATE' OF APPLICAT/ON FURNISHED SY N.CD.O. r FOR
I
IE71ENr
r
YEAR ROUND USE /N NEW HANOV£R COUNTY. RATES OF APPLICATION ARE /N POUNDS
-� -I..Ki
I I
-
PERACRE.
7Br KY.3/OR TALL FESCUE
r.
SEE REVISEd ENTRANCE DE TA /°"•" ENTRANCE DETAIL.
TYPICAL CUL-DE-SAC DETAIL
50r PENSACOL A DAHAI GRASS
25r LFSPEDEZA OR KOBE
A T TA CHED SHEET - DA TED 510711997 NOT TO SCALE
NOT i0 SCALE
-
FERTILIZER
GREENVILLE LOOP RD.
- S.R. /4J2/
4000r LIME
4000 LIME
20DD0 STRAW MULCH
_
J.a n W/LMINGTON, N. C. u
1 u liana JUL 2 21997
z` t, an
m.. HARNETT TOWNSHIP NEW HANOVER COUNTY PROD p __5(kE 5�01i
Groaasectimr - PAW IWM NORTH CAROL/NA •N.aNNNJ+�
/norro9uLE/ 0 CAR •.,y, p
ara, SCALE: / /00' ✓ANUARY20, /995 E (tt 0(//
l041M � f` ,,,,, „ ✓UNE !3, /997 Revised Street Sec/%n r.• iE '. ,
v k _
wv . SCALE OF FEET f
•mIIm c
/00 /00 200 300 400 = 371Fm
Nawal :y
dw
rumm N e» REV/BED : 4/30/97 ADDED LOT 2B. t ')
x" REVISED: 5ZO9196 /`_� G� ��f/, �Q, r '< `��s i,.KARD 0 ,°4r`' I�(S
-awT.nFw.7wa+wN,• Slonamemion REVISED:5102196 $ "y VIl
we I ;Nor To ruLn REVISED: : W2196 SHE RWIN D. CR/BB � e � ?
Gonatruetion 7. clrr.pw..wmprwuNugnuw Wrnmlafwmleuuo•,•e RFV/SED: 2103196 N.C. REG. LAND SURVEYOR No. L-/099 ✓. WARD ANOREWS, P.E.
Speoltkabons•100I" sum I^s'I'Wr'r•Nn'omawns" - a-s- ",we REV/SE•D: 1/2319b N'.H.CO. REV/S/ONS (DcAmst1 vsq 1/44 SHIPYARD BLVD'k-Im N. C. REGISTRAT(ONNo. /371
ymmaau'o11VION rr W/LM/NGTON, AI.C. � �; ph W/LM/NGTON, IV. C.
-.ripip•Aa,sNYwN. -• ' REVISED: I/4196 4^ ,x

TEMPORARY DITCH
DETAIL
1 !
FORMERLY EL SIE C. WOODY
I
I __mememme
1 _ N
� 1
105 O
1
W I T �\
� l 1 I IWOODY TRACTI l I I
r ( I N
oo�
Q
Ko
O•� � / / I � / I ' I N UQN
�yo
1 ` 1 1 '� tiff
Q 1 'EMPOP'-+ 11+� Q la2
} Dn ERs N a. �T 1 L
� SUMP 01 n ICI r N N
SUMP W I I SEE DETAIL 1-,� `'t F' N
/30000I 0.5I _ 2400 c!
2 ( 12 /
N2On I
^12�m
nmo`� I
O
� 2 1
I REVISION 70 A PORTION OF /'.4; r,'�5_ r 4P=FYLI, fG
PREL/M.'M1'AR` PLAN_
35.26'41" E 2772.24'
//0 r 1 s0 P z
' 7
V m 1 IOi
21
I a
I 20
1 21
19
x
t
1
I
FHARVEST G JV� E-
S 34'22' 3r' W 8577' 1 --I
I I I I '
I
I I
I
MAP BOO! " 04 -3 Q
Y
I I LOTI L0T2 L07'3 � L0'4 I LOTS L0'6 _OTT _0-8 _0`9 _C`.0 �w.
I I
TE NEW '9 0 P V C TO
EXIST WATER C- TO
RA/NTREE
OAK SL UFF LANE
I
I 1
'I I
I �
DRAINAGE DATA
POINT
0 cfs
C
1
A
PIPE
SIZE
SLOPE
95
A
4.43
04
5,57
1.99
18
0.17%
a
6.96
0.4
5.57
3.2
16"
J.5%
c
9.62
0.4
5.57
4. i%
18'
0,7%
p
0.4
557
7.-e4
24"
0.45%
E
-:77
<264
0.4
5.57
10'
3F,"
2
�ORMERL' EL S'E C. WCODY
_ 62/
T_ J :1 s> 1 �3 1 29 i2 �:r .l z' Y
1 I I l Oo ✓:. ' 1`�� \ NA
/TCCL EARRING INAvF1 1
11 CI
B _ 1 92, ssM I I� I I �eW`❑
\\c.B.re_0=6.9E 1 __-ss U .e 40' 60j // ' l ! 4BR2; u�o-/s7D 2O 42
sDMH ��-\ I Y I l00_
. 5 M B .� 4 �L '-Ss- I L lOQ_ �� MH+r
IT 5s /ram I� "lV4
a• /, 1 )00
� SOMHN 5 '
I 26
f k7 I
117
i6
l-ldoob c
r
- 306' y B2 93'
.12Br. WS C��
TIE NEW S- I F.:.C. -0
EYIS7. WA: ER .51,:. Y V W: /A -REE
5 7,181L/ZE CREEK BOTTOM AFTEa N,' ALLA%O^/
OF S.S. SEE ARMOR D17-CH CROSS,,NC DETA,'L.
SEE SHE,'
I TIE INTO
EXIST 5.5. M.N. ♦ B-'64
DOGWOOD OU7FAL:
IIVV..4.51
CAUTION TO CONTRACTOR. ........... 4ny `t
NO WORK OUTSIDE EASEMENT \
x
1;
II 1
11
I
= 1 aOL
1 �-
1 hW
SSMNA <' SSMHJ I
/ AREA
x ti
\ N
1)6
v AlTUR4 L POP✓D
0 B.< USED As
B • © DFTEN 7/0N POND ! r,
SEE SHEET 5
79' {4 /9pp•%T - SDMH.3
I /00 ' cap 3 00 ' I B o E I c m
TEMPORARY 1 -- `'2• `�?6.3 �s ' Q
DIVERSION
R .. ! �j`. \ •`�s n�
J�al� SUMPM2
CL EARGLG a <. L/NE \ ..ri 5 p' \ O 1
�250000. , I 0_5 I - 5208 d
COMMON 2 1 12 r
98 . , 79 1 GC' .� _
75
T = - --�-�
-- - - -.5 3 s . 03T' W 1503. 71' Y
v
Rt •.'-• _- �. RA, N'RFF. SEC C.'.2 -
y-c - v. MAP90GK28. <AGE, 94
_ _ _
S� �cp
a9�
SUMP DETAILS 11 L
SUMP
DEPTH
WIDTH
LENGTH
CF
/
3'
5•
IGO,
2400'
2
5'
14'
75'
5208'
SUMPS ARE TO BE MAINTAINED TWICE A YEAR
1-rCQ = 1?51�3
_ _6
144(4
ZI
�231 ,3c)
NOTE:
(� %L ALL DIMENSIONS ARE SCALED AND ARE 5UB✓ECT TO CHANGE
VA Z3 TOTAL AREA OF CL EA RING SHOWN = // ACRES.
EROSION CONTROL
Pratlka Slandarda andSPetlficaeonc 1CL-a -) T X
x 291- 51504
w.o- raPt.aa wr�K«p16e ma:...y.d, Y,eaaan,Pn�ab Wa)b Z
pu J Put 6acmjv of w M yr cam 04 a 6.60a). A N == bow 6eW er: n. 0 emu ,L.e6 of OS tLwa eke aid..bpa N 1.1 / 341. 4
an rm<w, w" Wa Mny,t my 6s uk W fr . T" 6.6D. Mown w
may a. borrow. w MUNCruliaa �J
IM a t.a0a C'
Dr..,wta ana
wW lanrr'
.
.n
z
.D
y
ro
1Cm.n pp'YYyy.
Ir n�1TRY D 111111t IY�,
ylsn a
\ m dDPa rrw t, P.
• m !uW \ 1 1 .4a aboe {• .0
�'� NMJriI NItl.d bD
Qra 6
r�
Stone rayon
/NOT TO SCALGI
Constructlen 1. C4a.puD. arN w:pWana uperwemb.nLwwdW.ettlrion nW
Specifications tool ma<Rwow YI Wfgtillcwu.reaj high an,Pllole dP,tanit ,Pala
r-0 s okple a 0." or a p.Wly. Haul all eb)wO."Is oaanal b the
/4-/ 1 SOLO
PREL /M/NAR Y PL AN
FOR
HARVEST GROVE
A PERFORMANCE RES/DEN T/AL DEVEL OPMEN T
DEVELOPED BY
MIL AM-BEASLEY, L.L.C.
5094 EDINBORO LANE
W/L MING TON, N. C.
HARNETT TOWNSHIP NEW HA NOVER COUNTY
NORTH CAROL/NA
5CALE:1"_/0O' ✓ANUARY20,1995
5CAL E OF FEET
Inn n /00 200 300 400
SHERWIN D. CRIBB *SEAL
REVISED: 2/03/96 N.C. REG, LAND SURVEYOR NO. L-1099
1144 SHIPYARD BLVD. < a•1094
REVISED: //23/96N.H.CO. REVISIONS rverwvvss/ W/LM/NGTON, N.C. `o. 4 e
REVISED: 1/4/96 F a
l8 HAP, p 9�
E C E I V E
FEB 2 61996 D
M
PROJ# co
�1Fa F i F11 H 5 e .1iyl
✓. WARD ANDREWS• P.E.
N. C. REGISTRATION No. 1371
WILMINGTON. N.C.
e
SHEETIOF6

/S
EX/S TING
0 S. S. M. H.
I5 6 TOP /3.57
y •,\� INK 7.09
I II I
sr i1
pl
1 I/0.1/OI \0
I I
I I I
Irn I
p1
15'F,
111 O I //✓ 4B. B Q 2
I I
•' O D /. W? FL UM7 a 3
I TOP //.00 to TC I.
EXISTING ^. -- /N V. B.6 O /'/� N::'E
STORM OG:^.IN \, II I�
J
i J - r -
,1 ... nr FL LIME _- _
Io1 111 r5 0 RC. - -�_
I /5" ".ES.BUFFER
I II I N
11 I IN //.45 - Fv/S'/Nv STORM DRAIN -
I -
p1u` I OI 30'DRA/N'AGE
11 I a I \Q EASEMENT
m \Z
II OI I EXISTING COT �
11 31 I S. S. M.N. /
II C D ; TOP 13.92
' � I P T ' /NV 5.86
m l y
II II I�
I I
I I TIE NEW B" � P. V.C. TO
EXIST, WATER MAIN IN RAINTREE
II
r PROPOSED WA TER LINE
EX/STING WA L IN
S. S. .H.
TOP /4.35
/N V. 5.29
GI.O'
26l2
BUFFER. 5.0,
I 1
I SLOPE �
SECT/ON A -A
NOT TO SCALE
cl
-- --
_. .- ...
- -
it
��
h 'Q
j
•� ' � � Q c0T �
2�5 " l5' 3 1,,
y O
5
/ UML A 2
C 2 q
VFGE A7LD SW4_c VLCI 747t.M
IOOM/h M(:'N� roV SWA[E-/54 - _ -.._ /N/M.�wA[L
M
.."
- -- -.-
�-FL UME
Rl/EST GROI/ELAN
-- H---- + -
LG' � LO' � LOT � L07
4 5 6 7
RAIN TREE, SECT/ON /
MAP BOOK 27, PAGE 73
FL JME
/V 1B 70
NV. SWAIE /'7C�
--
- - - �-
gyp/
B
-_
I
EXIS RNG
S. S.M.H.
TOP 22. 0/
INV. IS,B/
10
k \
J
4 /
N
Ci CATCH BASIN = 9 i
CATCH 7// _ �i
TOP 2 BA5/N '� SOP 2�2.45 ������ �8 �PV L'
.45
P X
-- -- -'ice
_--.. --__--
W W- \
D
</RE CATCH BASIN e to O O
HYDI-I1, 1 TOP 22./5 m
/Nv. /9.G
x
I
:.OT I LJ' � LOT � n
/0 l/ L/2..
9 3
45
R. 0. W.
RA/NTREE, SECT/ON /
3 MAP BOOK 27, PAGE 73
- TIE TO i 7 rNG
W4 TER ,:: Ra/NT?FF
EX/S T/NG
S. S.hLH
TOP /9./B
INV. /5,25
/ JOINT D. L P.
EXISTING SEWER EXISTING SEWER
SS SS SS - SS SS SS SS
PASS NEW WATER OVER �I
EXISTING SEWER _ f
B B T S AND V.
W
-
30
-
-
-
-
--
--
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'WTELEDVNE
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SHEET 4 OF 6 SHEETS

EX/S TING
S,S.M.H. 8-I64
PHASE / AREA 2-8
SHEET 33
FPS�I Q F
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PERMANENT POOL /3,675 sq. //. RECUIRED
l5, 000 sq. !l. PROVIDED
MAXIMUM POOL /9, 683 sq. !/.
STORAGE 20,79E cu. /l. REOUIRED
5/,504 cu. //. PROVIDED
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PLATE I -SINGLE PLAN ANO PROFILE.FULL LINE
1rTF1EWrE
PRINTED IN US. A.
SHEET 5 OF 6 SHEETS

(NOT TO SCALE)
T YPICA L
CUL-DE-SAC
DETAIL
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SLOPE'0, 3 - �
(NOT TO SCALE)
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NOTE.
LOCATE CURB CUTS ATALL INTERSECTIONS
(NOT TO SCALE)
CURB CUT DETAIL
TRANS/ TIONSEC TION
2BERM LDA
GRASS
lo/ T 5 5 -TooI
�
SLOPE
40 5L
(NOT TO SCALE)
5 WA L E DETAIL
/00,
39'
17' 17,
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101
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EXISTING PAVEMENT
(NOT TO SCA L E)
TYPICAL ENTRANCE DETAIL
GREEN VILLE LOOP ROAD
S R 0 1421
FINAL
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SCALf"J I(NO T TO INITIAL 4 31
BACKFILL CLASS 42
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6 W.0
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16 BY 6*p
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CATCH BASIN
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STANDARD
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CLEAN OUT DETAIL
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POAV ELEV.
5112"
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9 718"
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DETAIL I SEE S/TE PLAN
Q\: PROPERTY
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TING ASPHALT PAVEAMIEIVT
X
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LINE TL LF
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10.188" WALL THICKNESS)
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NO . IN rS FOR PIP
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IN WALL SECTION
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LAN0SCA7qPEjjj PIPES FITTINGS IN L A TfRA L
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SEE BID SCHEDULE, PLANS8 SPECS.
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45,
(NOT TO SCALE)
SEWER SERVICE L A TERA L
MARKED:
SANITARY SEWER
STORM BRAIN
AS REQUIRED
TOP OF COVER
ff&rR 7'
PIPE
AST fN RUBBER BOOT w1rH
smmzcssSrrn CLA.,Ao`S
LAN
-POST (4 REO'D)
o,— FINISH GRADE
SUBGRADE
it
FRAME, GRATE 8 HOOD
AI STD. No. 840.038
CLASS -A -CONCRETE
(NOT TO SCA L 0
CATCH BASIN DETAIL
In
AS MANUFACTURED BYFOSROC. INC., 5 SKYLINEDRIVIF
NEW YORK. IV. Y. 11803 OR EQUAL To BE USED IN JEPRESMNS
WHERE STORM WATER COLLECTS OVER MANHOLES OR AS
DIRECTED BY COUNTY FICIMEERS.
RIP -RAP
ENERGY DISSIPA TOR (NOT TO SCA L E)
wor To scALv WATER TIGHT.
MANHOLE INSERT
BOTTOM OF COVER
VOTE. -
RING a COVER CONTACT
PLAN
SUP"A CES SHALL OF
MACHINED 50 AS TO
INSURE EVEN BEARING
Of'COVER ON RING.
2'- 114
AVIVIMUM WEIGHTS
1' -1-1 314
. RING : 190 LBS
—'
1
COVER: 120 LBS
1
1
N
4 31�8
E
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718 D
1,12" D
DEWEY BROS. No. MH RCR -200
SECTION 'A - A"
(NOT TO SCALE)"
MAN HOLE RING AND
COVER
-21C)
REVISED: 1123.196
REVISED: 1112196
MANH,
S T&
7
5 A14AWOLERINC58 ;OVER
MIN WEIGHTS
ME 1908 #
ER /pO A,
PRECAST Afli
UNITS WXCAST IN
STEPS AT /2"0. O.C. C.
NO TE :yk
ALL INVERTS MUST BE
FIELD FORMER
7 J'-2 114
(NOT TO SCALE)
STANDARD MA NHOL E
4'- 0
(NOT TO SCA L E)
PLAN VIEW
EL EVA T1 ON
SECTION 'A 'A
/NOT TO SCA L El
NING
CONCRETE FL UME DETAIL
ILE UNITS
VARIES
IO'MAX
2'STEEL POST STEEL OR WOOD P05 T
I
BY ENGINEER 1 31 WOOD POST
I , RE FABRIC
MIN. 12 //,? GA. 11 TER FABRIC
IN 7ERMEDIA TE 36"MIN. WIDTH
WIRES
IR, FIL
_j
ANCHOR FILTER
SKIRT AS
PER ENGINEER
(NOT TO SCA L E)
TEMPORA R Y SIL T FENCE
IN
S74NDARO M.H. R1,VG1C0VL';? PLAN
."V. WEIGHTS:
FRAME 200 a
COVER IZO a
IP-MAY.
r.
PRECAST A?Amyc
Wlr4.'7'N STEP:
MN 5TFps
AT 12" 0. C.
.
<
P-O"O.C. w.
SEEDING MIXTURE
ffR
F0ROfPrHS OF 8.
PROPOSED SEED'NG MIXTURE (MIXTURE AND RATE OF A PPL ICA 7701V FURNISHED OR MORE"
BY NCOOT FOR YEAR ROUND USE IN NEW H41VOVER COUNTY) RATES OF 6
4PPL ICA 71ON ARE INPOUNDS PER
ACRE
75# KY.31 OR TALL FESCUE
SEC770,
500 PENSACOLA SAHAI GRASS
11
ECCENTRIC NA NHOL E
25# L L-SPEDEZA OR KOBE
(Ak?r To scA,,
S00# FERTIL12ER
I. MANHOLE FRAMES 7VAKANTOWANMADE
2. NO LA54-P Dom AvivrAfAAmrspmmtr7r0.
40000 LIME
S. CONTRACTOR ;4yl*m CLEANS �ST9?lf AND RM WATER N rNr LINES
2000# STRAW MUL CH
1"Attom m r 7vn#A4mprcrmK
4. INJuLL s GUARDS WHORE A*FPM $Lweer M v13cRE77ON
THE
p or Ewm; 1 I
R. 0^ dAWW'S .I ROM Or.VlWr
=MAL A r EACH woiNr
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708ESEEDED W74NJODAYS,
gIL,jlZsrA!pT
L;rmegL.T
EXTENDED rms.
AL PRErAeRleArAPmANhvLrAiu5r$FAPPROtEV&rov.c.D.o.r.
NEW HANOVER COUNTY
NORTH CAROLINA
WATER AND SEWER DISTRICT
Oft it
HA R VES T GRO VE
y
!j
on
s DESIGN SUBMITTED SHEET No.
"t.,
DRAWN FILE No.
d WARD ANOREWS, P E. SHER WIND. CRI88
N.C. REG, NO, 1371 NC. REG. LAND SURVEYOR No. L -10.99 DATE APPROVED OF
WIL MING TON.N. C. 4 4 SHIPYARD 8L VD.
WIL MING TON, N.C.
SHEET 6 OF 6