SW8970532_APPROVED PLANS_20030107

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

Z
v
LJ7cFA't2LC LOOP w
/ I /
CURB INLET /
TOP 26.03
INV. 20.97/
16" BORED STEEL CASEMENT /
8" WATERLNE
bP\
8" X 8" TS k V / / , / �AKCg
I � I
I /
3 26 // I \I 25 \\ I
/ \ ♦ \ 16,068 SF / / i \I 15,400 SF \ \
CATCH BASIN #5
TOP 16.5
\ NV. 14.0
♦
E�SEMENT*Wd
♦
♦
\ \
1 \
I \
12^
RC
\♦1
\
I
11 `1
�I
I I � 1 �
1\ I 1 `1
� �I
\
�
1
I t I I
I
\
♦
\\
1
I
1
1 1
��
I
\
I I I I
�
\ \\ `
I
I �I
I
•
1 \♦
1 \
`
I I I \
I I 11
`
\ I \.
it
1 ♦
\
`
I
23
22 1
24-
20
\. `\
`
1
\
\ 24
13\400 SF
\
\ I
,
15400 SF ,
I
,
I , 15,116 SF
15,130 Sr'\I
I5OD SF
4 6
11
/- -
'
PC
\
t
r
- - - - - -,
\s I
v?:
CATCH BASIN
\
I
\
\I
TOP 21.26
_ r _ _INV.-
all
T�TC BASIV
I
1
-Ia.
4
DS
LINE N� 20.00
_ r-
LOT NO. 7
B.S MONTFORD SUBDIVISION
k \ \
I/
-Al — —
OCA H BASIN /6
TCP 16.5
1
1 �
Lp
1 ENV. 14.1
IA21 `I- \ '� I \\ I 1 1 g
I 18 119 ♦ I_ - __ I 15 IQv
WF-A+ 15,0115 SF 1 c♦� J+015 SF I 15.015 SF 1 150115 SF `-L� _ _ 15,015 p�F-nzt
1\ CATCH BASIN o••••••'"'«"""o" CATCH BAS/N �'•1
WETLAND LINE.••• wF-Att wF-Atz ••••• ° °WF•At� Q ti
1� I � '•. TOP 76.0 i wF-At7 TOP 76.0 1 ,:
1• \I WF o.../� V. 14.7 "OWF-At0 1 ,/NV. 14.6 - - - j - - - s' � � W
v \A5
-ir, WF A .-,.�,.°. yAe-' y f, ` ''.°WF-A 14 \ \/ �WF-A 18—
_�<<
I - _ -_--'-__ I. tto
WF-fit rQ/ CATCH BASIN I 1
o _ _ - _ I -' _ _ o \ `-A1s°•.,..• 1 TOPS 18.44 1 _
EASEMENT�y°_- n�V. 15.4_ _ _ - _ - - - 4 -
Y_ 14.5 _ ----�••'�--���s� RJV. ta.P
�FJJS
\ �K
\
VICINITY MAP
[� / .� / ST- 2+00 STA 3+00 STA. 4+ 1 S S+OD_ - - - - - - -
/ �♦S / / - p \ 1 8" µ,L _ _ _ _ _ _ = _ _ -WOODS LINE _ _ _ _ _ _ _ - -a'J\ \ \ _ _ _ _ _ _ _ _ _ _ _ _ _
/ P63CUR_- - -�=_ ---
/ 4, INLET/ yLv r / - - _ - - - - - - - - - - _ - / - - - - ` .GA TCH BAiiN d- ` _ — �1 \ \ \ h \ \ ` \ \ -Ce•C:fiTL'1'rBAS! — — —
_ ----- _ I E 2532/ �� / / / / I ---I - --� / -- --- y_— - / `ea_ TOP_21.26 _---------- \ \ \ Y \ `iTOP 1.�4--------z� ---
1 _ —1——— — — — — ——
INV. 20.23/ V 4. / / I--- ---------- --,--------- T-- ---- / x / _ NV. 16.38�_� _ \ \
10 Uj/C1TY EASEMENT I \ CATCH BASIN , / 1 / _ _ , _ J , ` \ ` \ \ _ ----------------
TOP _ -
/�Q', TOP 2J..J4 / i / I -------47--__1 \ ♦
\INV. 19.0
6
16 , / , / / / ` ` - - - - - - - - - - - - �
- - - - I-
/\hO NO\pE //I( I 1 I / / ---23-__-
of 1 , ( SERVIC9I\\ , / ----- �`� pp\
w V) I POLE
\ I 1 1 / NOW OR FORMERLY \ \ \ V
0 1s.ao21 14/ /HOJSE 3 I 4 I 1 5-/ \ \I I ��� e \ _
` 17,00 SF 1 1 — — — 5 - - - - I \ \ ` J✓OW OR MERL Y 1 Q -
(v/� 1c61 2 / 16,274 SF \ 13 Tf y tj `-
N 16,274 F 16,392 SF \ I \ \ --- nG /� / �\\ \\`` \\\\ 1Ll v
• / i 4 1 15,749 SF / 1 1 1 I \ \ \ 1 \ 1 . • nG-
�/� // 3 \\f-"<\ I / \ \`\ \♦ 1-z7-----------LAW \
HOvsE I /� 1 �i i \1 \ \ \ \\\ / 1 \ ♦ ♦`---- \\
METAL
SHOOf4 // ( _ - _ ' 1 ` _ ` ` ` �. ._,i• r ` \ \ 1 / ' /
Pp
AKC60 I J/ / �' _ 26 ` ` ` - -49 1
1" = 50' HORIZONTAL
3
' NOTE: ONE 3/4" WATER SERVICE LOT NO. 5 I 0' 50' 100' 150'
o I APPROXIMATE CENTER OF EACH LOT..
B.S: MONTFORD SUBDIVISION �
n
J 1" = 5' VERTICAL
w I I w w
Nn no8ovim w ��..
O 5 10'
15,pT Q 7��
III I I I I I � I I I I I I I I °+
2
REVISED PER WARD ANDREWS COMMENTS
7-25-97
1
REVISED PER CITY OF WILMINGTON ENGINEERING COMMENTS
6-25-97
No.
I REVISIONS:
DATE
MgRD
CITY OF WILMINGTON
NORTH CAROLINA
Sheet No.
2
or
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00
T

iti
LOT NO. 7
1 B.S. MONTFORD SL/BDIVIS'IOII tit
IkN
1p
POJ40XAWA TE L OCA TION OF
1 -
100 YEAR FLOOD L/VE
V.
QZ * �1■ r ELE11.0
p WF-A28 ,o.
I _ _ f _ £TLAJIID LIVE
WETLAAC LAC.."
... -a1� NF-.,............•
wF-�220....... j wF-A20 ••....o12,1 15,04A SF wF Ai�•.p.vF-a75
- - ••,• - - - - - - - - - - _ i wF-A24 + at i ,15,065 Si`
14.` , 13 1 ,
b'
Q' 15.015 SF, 1
wF-A19 15,015 SF , . t 4 �, •i• --04
_ _ _ _ _ f?•'' CA TCH BASH I - ' 1 f �'z }' O'• _ w; ` o% .55 A AMYGILE
1 RAW I t 52 YIF-A1g TOP 14.$1 �� i �1 � 'FR /
DEEP
o _ i ♦ - I ;, / N , STORE SPREADER
i 2 / ��/ °' / (SEE DETAL BEL OW)
NV. 80
WF_A ••a • .1 - - - - - 10'� UTiLr ITY EASEAEIENT
Y
_ _ _ _ _ _ _ -- -1 WARL /CK DRI _ _ _ - - - - ; _ _ SS MAIk,�+t77LE
/ -� O twrF I RAW 11.42 (�
- 9L f�j q' --_ NV. -0.35
l aiai�aa+����ss�:�r� �i �� /w �'o D/i .3D' UTLITY £AS£M(ENT
__________T1' +
-___-____ _-_______ -- �UTIL/TYEA� ��_---=�- tr~1=_- =-Try/•.a�q- fi /� �� ♦/ ACCESSE4SE�ENT
t - i
-- ' wFFg i 1
- _ � - _ - - - -- - - - _ _ - - - -
fJ WF-819 I - MF-B14•p• •'0WF-8
1 / �
is
-__---_--_-1 h�a , 8 I g� J__-; ��.,�: �5T
- SF I
1 - - - 7 1 , 15.169 SF +
1 15,077SF-
'_
-Q7- - - - - - - _ •D wF-e�/ 1 ,Q
I _ '
I J J A •� i FILTER FABRIC UNDER
- - � � � � � f � a1 � � '� • r � I I J � � 1 � / /LARGE STONE (6")
��1 �� � �`� r 1, ��,; ��l�j •� � 1
#Ir
Va4
—�� '•:``�'���'•F4, , --B2s
STONE SPREADER DETAIL
LOT Na 5
1 - — /s" • ` 8.5 MONTFORD SUBDA16ION
I ~��
� w� -926
-2 W
l;ry O
r
Ui - z
n
+
a
Wo
z
Eo
U1
�miAn�+
N In
PLAN
NW
O�2
C1F>�c
i I
2
20
- TfA,G GRAD
15
2„ WL i
- - 320 F
L - 24'' RCp AT 0.83% i
10 LF_pT
40 i
• I
sto
A m
0 z z�
CL ROAD GOr
GRADES -
12+00 13+00 14+00
P ROPOSEDI
\ ��Lir
I
+
15+00 16+00 17+00
PROFILE
III
J J J +
Designer's Certification
"I hereby certify that this plan has been prepared in
accordance with
f
IJ J'
1 r ,-
the latest Wilmington Standards and Specifications
for Stormwoter
Management and Chapter 20 of the Code of Ordinances
of the City of
,
Wilmington."
I 1 /r 20
� ' —�
Signature:
CA Tc4 BA sly
CA TCH' BA WV
,
/ TiOP 7 21. 7
'
9� CA TCH BASN #5
Printed Name and Title:
TOP 12126 1 I
v,
1 Aw.. 18 �` i ,
TOP 16.5
NV r 16-X t�
IJ ► � i � 4 SVEWALX
NV. 14.0
Date: Registration Number
I
1
-
Owner's/Developer's Certification
�TR r„A,, ti
S-�
"I/We
'1 - -
8'ATE VALVE
hereby certify that any clearing, grading,
construction or
1
7 E" tyL
PLUG
development, or all of these, will be done puruant
to this plan and
/
that the applicable Storn'water Management conditions
and requ i r err*nts
8" TEE 1 1 J
+
= wF •"' '-'�
•4�w
of the City of Wilmington, the State of North Carolina
and the Federal
8" GATE VALVE+J. 1 !
1
�+
��������
K
CATCH BAShV f6
Government and its agencies are hereby made part of this
plan"
+
►
TOP 16.5
IJ
, ! ! /' WF -Ae
,
i #VV 14. 1
I I [
f J f
At /::•
�-
I +
►
, ; + I +4_A5
Printed Name and Title:
J J4,I;
f
$�
IJ
j•.
J I 1 J J }1 19
LOT NO. 7
Date:
r J
01
J 1 J J Jr
-7
B.S. MONTFORD SUBDVV7901V
w= -AS
Ji
1 I
1
i
j0 wF-A7
wF-AB /
W n
+
q O N
�a
(nV)a
25
20
i
15
1 S T E-267KG� DF -�
185 LF 121, R P AT 0.157.
10 :? z
I
N p U
5
i
0�
i
I
0+00
1+00
3
REVISE'D PER Itr'ARD ANDRE1rS CQAJ1Ar FNTS
7-.5-97
2.
REVISED PER N.H.C. COMMENTS
7-P-97
I.
REVSIED PER CITY OF WILMINGTON ENGINEERING COMMENTS
NO.
REVISIONS:
DdTE
HORIZONTAL
0 ! f
1 5' VERTICAL
f��f•��
SR-ri
VV
'ATE
iR
E C E r If
E n�
AUG 2 1
98
P
D
Zl0j # u�
53Z
PPRO
ED N
NOR
CAROLINA ENVI
IONLIENTAL
Dl
NAGEMENT COM
ISION OF WATER
IISSION
UALITY
c
Stomwatel
Permit No.S,0
10532
re
12U5 �-Jle
3 i-, or►�i
z
PLAN AND PROFILE
WARLICK ESTATES
Seal
CITY OF WILMINGTON
NORTH CAROLINA
U A Y, 1997
Rate:
AS SHOWN
Scale:
TBM
Drawn b :
JWA
Chi .
Pro t No.-
Sheet No.
3
ar

TOP 9.50 '
6 PVG 209 7 INV '-2.48.1.78-M
10 248 pj
1P� a
�. TOP f WV-1 / Uo� OP9.60
G1�1NC'6 1 INV 15,94
WV837 \. j l I. _1>C I �WV Z04
OP 10.72 I y 4 11
NV 1.67 y I t . TOP O
WV 1.87 WV-A4
TOP O / INV -.76
,Y OP 0
& � � f . y 1✓� � i � NV 17 -- �INV 9.92
�1 8-PVC 00@27Q% WV9.92
a
TOP 14.60 1 p�
IHY 2m
` T 10.32 t@ a TOP 0
1.98 2� 'i �\ / \ T INhr 0 6.82
INV 1.98 6.3
1�INY 5.30
TOP 11.88
WV 2.48
WV 2.48 242
J IfIV 42
j _�1 x2.42
94 % INV 12A0_ TOP O TOP 0
' INV 1� 64 _INVTO 13.77 \'� J ,8 INV 15.40
1 INV 3.94 1 V1 \IN3.27
J ice_ 16.40
I I I
1 162STOP o ~� ?oP 0 EDINBOR4
zero values are blank
IMI.4.,6 Sewer anno overflow
INV-1 16 �L
g � 1156 8-PVC-138.00101.88%
1166 10- DIP 130-W@0.46%
a 4 81167 - P11O.142.00-O 0.40%
b �p 1168 1 U- DIP-264-w@0.60%
INV
' A lieu rPVC-91.00•@0.40%
WVO.flO yr 1162 WPVC-186.00•@1.31%
r 1183 10-C-'p-1b1.00'00.bp%
1179 18- DIP-90-OD'@0.12%
1160 10- DIP-18.oQ 00.FA%
8 � -
1221 8' P11-153-00'@0.4796
3 1242 10- DIP-264.00'@0.6D%
b TOP 12N � 3033 8'PVO-117.0oYO0.60%
T WV 4.52 IN,/_I.5p 3034 V PVC-20o.o0'02.60%
3036 8-PVC-200.00'@0.66%
TOP 0 242 3039 8- PVC-25-WO0,M%
If 14,10
r 14 1 c 0. w _ e• PVC 16a-oo @23oaI,
6 13 1 e- PVC- 171-00'@3.1o%
SSSD - r PVC-160.00'00.40%
l� e- PVC-129.00-Qe00%
TOP 14.16 CRflaKFD
INV INV6.00 CREEK RI) ! 8-PVO-68.41'I
cfr �r 2O- UN-66.ar@0.40%
TO ILIO MAYeEMyCr solo 2v uN lle.6zO0.40%
140
WV0.18 3962 8-PVC-76.00'@0.40%
......................