SW8060442_APPROVED PLANS_20060929

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
F\20APPROVED PLANS
E� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
aa2CDL 2o-�J
YYYYMMDD

L., ­::11 , A-: L­
REF; D.B.1193, P.823 :V0J't
D.B.1233, P.1145 1. AE94 FLOOD MAP INFORMATION.•
M.C. "0", P.37 (TRACT 1 & 2) ? COUNTY FLOOD INSURANCE RATE MAP.-
M.B. 28, P. 119 MAP PANEL No.: ? FLOOD ZONE: ?
MAP PANEL DATE' ?
2. CORNERS ARE MARKED AS N070 ON 94P
J. ALL SE4RINGS ARE (type of north) 77
4. ALL DISTANCES ARE HORIZONTAL f7aD MEASUREMENTS:
5. AREA COMPUTED BY THE COORDINATE METHOD.
SITE
70
z
AV�W A
3�
.2
VICINITY MAP -NOT TO SCALE
0_1 �L.. . L-M-
P�
t4�10 r78
+29-18 LEGEND
EIS = EXISTING IRON STAKE
SIS = SET IRON STAKE
ECM = EXISTING COW. MON.
+
J'Q j SCM = SET CONC, MON.
+IQ 7 \,/A -E- = ELECTRIC POWER LINE
PP POWER POLE
MH MANHOLE
4.08 ACRES DLUE = DRAINAGE & UTILITY ESMT,
177,516.00 SOFT. RRS = RAILROAD SPIKE
TB TELEPHONE BOX
4GW GUY WIRE
�` !SP SERVICE POLE
WV WATER VALVE
EPK EXIST, P,K. NAIL
�, �A��tm -T
FH FIRE HYDRANT
- ------ C14P CORRUGATED METAL PIPE
MINIMUM BUILDING LINE
MBL
Ck
29, +_�_ 7A& 0 1 S.T. 10' X 70' SITE TRIANGLE
clk S.F, SEDIMENT FILTER
d
�,+ I - ... I'll - , _\ x 45,2 SPOT ELEVATION
JO ANN SIMMONS
D.B.176, P.182 x2M PROPOSED ELEVATION
+ C==:> DIRECTION OF FLOW
L 1.7! INV. INVERT
A:17
G.V. GATE VALVE
+29,48
CLEARING LIMITS
C. B. W CATDH BASIN
S. L. SECURITY LIGHT
T
W. M. zz WATER METER
+ + 60
C.O. = CLEAN OUT
O
QW7 1,4m"r
6' CHAIN LINK a
r FEN' R.C.P. = REINFORCED CONCRETE PIPE
y R/W - RIGHT OF WAY
rof + .7
Aa4,5 4t.&VAt7,qC6A%1PMV bak"
v
_1�1 x I +3161 CLARA R. MILLIKEN -rc>
2,64AC,,
7" D.B.0826, P.0177 joc.�_Opt�ie.
C� L) +if _�-1 k, P M.C."Y", P. 206
2-0
71' ILI
x
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ow, I
it -T ejt afmui
L T i f 15,PLAsn
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7v,�6+
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-7.
x
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82'
LOT
2
o- 57
S-r5j5FrQ UJt-z1-1-+m+4.17 +3
&t +l�1P SIS L
N 60'49'30' EC N5. 04.5 V. 9
SLAB bo 5PE 1G + C; 34.4
Auj fn I � +301
35.01 3112.4 A-T -
+
TV
7 'S ORAGE N,
JO ANN SIMMONS J -4- 0
Top +'j4.0 P. ILDING
D.B.176, P.182 34.
-7
EIP 14 .4
1+34 3�0 W
da
4�OUVESkTMENTS, INC.
CORPORA
NORTH CAROLINA SF -PM
AiYV
_130nftep + j t "'N+34.81
D.B.
+34 7 UL - �07 P'051 8
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4
+ "9
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0 AN'N",ME TCOMVIS�S
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+ + +3:1.t -
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1 03 +34,87 i�� SL co Lo REST.
00e, U1 49 57 �j
kL 'brAl PfsC 11PG7- k3lb + j 3537 3.0'a
C14 ELEC.
T35 b OL_
fill, RONE
co P= -z lal 1'= J1.8 E '_�4.9 I& Ox BO
TE EP E; LP +33L9�
34 41 D.I.
Es
TOP=32.69'
_J4,94
'ZI f .5' 1.
:4
­U 7 1 1 W;-29I-33.95'
24P NOTE: ALL 0) t)"87 +35.54 Ld# E
ARE OLD' CURB ISLANDS 6 25,76
7
ASPHALT'. I --i " 47 +'�5
IGN 5.9 5 dV
EA An,", - - - k
15 5. 9' 4: 356 7.5 k
-+�4-82
4. 157. W-M. 49-
A35 �O
C.B. 5,51 N 9 +_J4.71'
INW, TOP=,34.44' IN 5F--T I C-1 t�4
T, 3 INV.24" RCP;F(31.92' B.
4,65 MIT-
fi
N.C.G.S. MON. *BOBBY"
SECT \J 7.1 1<,(,A %F F
�7375 -Ex(ST!_6r_WATER LINE \W V
+35.17SE
_U 94
N=86,226.4941 .3 -r- 6'9-V5 89
<6
E=2.192,359.4221 "ti S F5 7
u
NAD 83
tL) I-k mm L, 13 =3" SAN SM
E
FORCE
t�� �, �wr.��� 3-7.70 �5.7,-
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1 c1p TFM ? LEPHO 35. 357
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Mao* 4,�5.75
.3
VV F.H. 24" R. P. 3t
N 07 F_', T �(ERE `E- r=-T
W.V. K
I �35' P •2 8 2006
.11 iu I't 3560 35.33 SE
JL
R/W *34,71
3464 L1=
N.C.G.S. MON. "FORD" x Ak % -"## I LLJ DWQ 1
N=85,545-7606 *S(AJ'3 WC) 44?-
E=2,190,823.0538 PROJ # G A
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S-I-TM Amp OF sMW_WAt1L;t f 1, Manley D. Carr, PLS, certify that this plat was drawn under my supervision from an
actual Avid survey made under my
supervision from information as noted hereon; that
FOP the boundaries not surveyed are clearly indicated as dashed lines, that the ratio
of precision as calculated ' l.'10,000+ and is correct to the best of my knowledge
and belief. Witness my Signature, License Number and Seal
L this ±6 - - 0,
ER C-1-AL' MINI MAL __ k-, AD, 2005.
GRAPHIC SCALE
50 0 25 50 100 2W
( IN FEET )
I inch = 50 ft.
A PART OF THE
aE. L PROP E R'V[M UW %sTRZAK F000 11k Va.
7
L S-OTTV- NORTH CAROLINA - NC
SCALE: I" DATE Otfj _1 4
7/0
V, L C_ ..3
No. 1/1
CAR%
MANLEY D. CARR, PLS
1'. GOSLEL' it ASSCC07ES, PA
LAND SURVEYORS LAND PLANNERS
756 E. SOUTHERLAND ST / P.O. X 13
BOX 3
SOO
WALLACE, NORTH CAROLIA14 28466
A
910-285-4210
FILE No.
J

_ _.1L yi _ � 1 A.r.�_i.-. _..�.. �.� �.a,..�.-.�`--.4-. rL..-•._� �.' �,-_.-�1: �i::..:.•_:. �..�_ .iL_L'• 11 [�i.'. :L' r]i, .:r..il.l. <.a .1 u1i�4la.i�- 1 - _ ___ _ ..,.
TYPICAL CURB SECTION
(N. T. S.)
LOT 1
6 * BSc
MIN.
2' ASPHALT
6" ABC STONE
MIN.. . 9
1 -EIP
RACK f1LL WITH TOPSOIL
3�ta
EIS
32t 7 ,� 8T• Ig•
I f
1
TAX PARCEL No. 18200145
DS 2014, PG 754 CID
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S 5
SLOPE 3:
SLOT-'�3• �
NV w 31.52
3C1 a
TOP 4.Qp co
SWALE IN PAVEMENT TO INV =1.85 Dc
CJWNNEL ST RMWATER ra 1,r TrX PARCEL No. 1820BOOl
Ln
- �- 15 " HDPL- Q 0.05Z -� hi i
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co GRASS 3
- __, ..�___..._ 12.,
N
,
r �
LOT 2 T41
I
sg r i F l. 32+a1 4ELECTRIC
EXIST. 20' I§OX
_ DI 92' P.P.
�� 33+y �� < _ w
33.89'12X12 . y '�CONC WALK=TOP=
DUMPS G�
_
INV.- -
PAD E
EIS
P 4. ''
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' - INV i1. , <1
EXISTS I
N FH ;.34. </ L CONC.
SL AB
00
41
o , c
O i 33* N 32+9 4]
O
rn 4. o 14.1 STORAGE
E. --- - BUILDING
LA
3 3
co 3 q 33#5 @ I
EXISTING I A _- ---- -- -
RESTURANT -. __
�16 { m r Z
r- --..- --- . - - N
Z 8' !� - 5' 70' 25 18' 5' oa
a' V 4 l : s 4 + 5 - 3412 - T o PARCEL No. 182001 J9
INDIVIDUAL m 34 ----- ® _ o OB 627, PG 518 '
WATER METE
o C 34
EACH BLDG ^ ,_-- __. 33 f 3 N
AS NEEDED I 1 0 -z - TOPy&r = 4. ? ; i
' TAX PARCEL No 1820013901 7
OB 2149, G 823
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t4 j 4 _. .__.....__ .._ 3 ' I WO OD
TAX PARCEL No. 782001,38 O W W L
DB 2022, PG 960 Cl--I
3.0 x 3.
1.51 34+ 34. ELEC. I OX
? 34+8 m
7 t 3 SIGN
35+6 TOP = 34.0' 25' MAX HGT "WTELEPH NE j
3 11YV 31.8 64SF MAX AREA
�� BOX j
�z 20• py l
-� 6.2x5.5.' 4 ��
O N 12' 4. ® o �� 34.1 4+7 LEC, BOX L I
' 4 4 �1
� � � � � � SIGHT EASEMENT � � y
CD w 3 3 EQUAL TO A 10 X70 SE ► I I I
`Z ! to I ` LEPEIS I 1 Il
B XE 35+0 :• T , . 1 I
�z
OSSED A .' • A : Qtat`., ' ` I I
! cdvo I 4.35
$ G
35+ 9 W.M. ELE .t.. .+
' , 9+7 l 90.44 -r, r - •♦ '� .,r 55.9 54 w....'� .s : ; , •, _ . o <' 34+8.,
7 E 157.9 ' •l
4t% -
2 TAP ONTO - J
EXIST: FM
EXIST. 6"--
-- -- 1�---� �� _----W.V. r-- -- r FACE f
-----e--....----------- ---- _- ----- �ASPHALT SUR -
---
----- _______ --__ o __-�� HIGHWAYS BUSINESS} _
-__--_--_-_---�-- -
-- ----- - - - `-.- ---.'-- ---- � FORCE MAIN -------------�-- � ��
_ 1 �
PROPERTY OWNERS:
- -- ----- C.G.S. M GN. -"FORD" _ _ _ _ _ _ _ _ - - - - / -1 M ' f�- �� THIS PROPERTY IS ZONED SH- HB
N 5,545.7606 _ � �-
-T--..-------..---------+-,_,_ W��. TAX PARCEL No. 1820013901
N AD �f -� DR. KAMRAN GOUDARZI
w !� 1721 NEW HANOVER PARK DRIVE
t I � LEGEND: WILMINGTON, NC 28403
1 � ® FIN GRADE WITH ELEV
�� � � TAX PARCEL No. 18204139
W---- EXISTING WATER LINE COX INVESTMENTS, INC.
�W 12J OCEAN BL VD WEST
- -FM- - SEWER FORCE MAIN (EXISTING) HOLDEN BEACH, NC
FM SEWER FORCE MAIN (PROPOSED)
5 BLDG GRAVITY SEWER TO LIFT STA. TAX PARCEL No. 1820BOOl
CLARA R. MILLIKEN
SURVEY REFERENCE.' HANDICAP PARKING P.O. BOX 24
LOT No 2 SHALOTTE, NC 28459
�'• C
MAP BOOK 28 AT PAGE 119 TAX PARCEL No. 18200145
BRUNSWICK COUNTY REGISTRY REGULAR PARKING (9.5' WIDE) JOANN B SIMMONS
P.O. BOX 267
ASH, NC 28420
^ SITE
NOTES: - STORMWATER RUNOFF
� TRI-COAST PROPERTIES, LLC
1. AREA = 88864 SF (2.04 AC.t)
z 2. TAX PARCEL No. 1820013901 INV TOP _ � .8 p DROP INLET 1508 MILITARY CUT OFF ROAD
J. PROPERTY ZONED SH-HB PROPERTY LINE WILMINGTON, NC 28403
4. FLODO ZONE X BRUNSWICK COUNTY MAP No. 3720109800J EFFECTIVE DATE: ')ANURY 2, 2006
�1 5. No OF PARKING SPACES = 83 (REQUIRED SPACES =82) ® EXISTING IRON STAKE
6. REQUIRED BUILDING SETBACKS 33 *.�
c,. EXISTING SPOT ELEVATION
SIDE 10'
FRONT = 20 RECEIVED EXISTING CONTOUR
J=
REAR = 20' L4, PROPOSED FIN. GRADE FOR ASPHALT
SACK nu WIN TDP501L
IN,
31+9
EIS 31+6
4,'
S` .9
STORMWATER POND
DUPLEX GRINDER PUMP STAT101
br
do WET WELL TO BE
INSTALLED BY THE TOWN '.` .
OF SHAIIOTTE 's
33
JUL I I M
VICINITY MAP - NOT TO SCALE Dw
PROJ # 5w o " ��
OWNER: PROPOSED SITE PLAN
OWNER.
COMMONS, LLC
DR. KAMRAN GOUDARZI do
TONYA GOUDARZI FOR
1721 NEW HANOVER PARK Klr��Uy� - T.
COMMONS
WI MINGTON, NC 2,640.3 ZN CAq 11
910--763-6571 OF THE
URGENT CARE & MINI MALL PROJECT
ERICNJ.EMATZKE �` SHALLOTTE, NORTH CAROL INA
107 CHADWICK AVE �'��� Q J1dlP�� ��`'
WILMINGTON, NC 28401 ��/L1i;momll"'fOWN OF SHALLOTTE - BRUNSWICK COUNTY - NORTH CAROLINA
910-763-5812 b ? ! f b SCALE. 1" - 20' JUNE 20, 2006
SITE PLAN
STORM WATER PLAN APPROVED -40�- 20 0 20 40 60
EROSION CONTROL PLAN NORTH CARum ENVIRONMENTAL
MANAGEMENT COMMISSION GRAPHIC SCALE - FEET
DMSION OF WATER QUALITY
2q-S(E� P_ Zcx)&
31+�?
31 t 7 34
r
THIS SITE PLAN COMPLIES TO ARTICLES 11- 1, 17.2, 20, 20.8, 20.9, 20. 10, 21. 19, AND 25 OF THE
TOWN OF SHALLOTTE REGULATIONS BY APPLYING THE CRITERIA THEREIN TO THE DESIGN OF THIS PLAN.
THEREFORE THIS PLAN COMPLIES WITH ARTICLE 17.2 A-H BY REASON OF ADHERANCE TO THOSE
APPLICABLE REQUIREMENTS.
FORM SW-006 TOGETHER WITH STORM WATER MANAGEMENT PLAN AND SUBMITTALS ACCOMPANIES THIS
SITE PLAN. ADDITIONALLY A COPY OF THE LETTER OF APPROVAL FROM NCDENR FOR EROSION AND
SEDIMENTATION CONTROL PLAN FOR THIS PROJECT IS FURNISHED TOGETHER WITH THE PLAN AND
SUBMITTALS FOR THE PLAN.
THE IMPROVEMENTS SHOWN ON THIS SITE PLAN CANNOT DIVIATE FROM THE PLAN ONCE APPROVED
WITHOUT THE WRITTEN APPROVAL OF THE ADMINISTRATOR. ANY CHANGE IN USE SHALL ASLO REQUIRE
APPROVAL OF THE ADMINISTRATOR OR IN THE EVENT OF A MAJOR CHANGE OF USE, THE APPROVAL OF
THE PLANNING BOARD OR BOARD OF ALDERMEN IF THE PROPOSED USE IS A CONDITIONAL USE.
FILE No. SHALLOTTE SITE PLAN.DWG
lam: �� 1 •
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