SW8040318_APPROVED PLANS_20040323

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

.._ --- - �.. f1' 1 - - -.-. -'- _-. _`_ _..- _ - .__. _ _ , i _ _ • i _ .�.. _ 5 _-. _
SHALLOTTE
VICINITY MAP
LANDSCAPE
ISLAND
AREA
SF
L 1
160
L2
230
L3
1,998
L4
188
L5
492
L6
187
L7
267
L8
396
L9
194
L10
153
L 11
322
L12
275
TOTAL
4,862
17
130
LEGEND
These standard symbols will
be found in the drawing.
a Rebar Set
• Corner Fd, Type Rioted
n Traverse Point
• Mag Nail [113e�•
to if
W 1�
US Highway 17 Business
Asphalt
EXISTING STORM
DRAINAGE SYSTEM -'-
EXISTING
BAC
OF CURB Water %eter
I
TERMINATE CU
& GUTTER
f �e
PROPERTY L
N
N F
1 C
M.M. Fowler, Inc.
4220 Neal Road
Durham, NC 27705
Zoned HB
I
N 49.59'48" E ry
' 16,31' m
j BEGIN RETAINING WALL /
20.0 N 49'59'48" E 180.09'
giber set 143.69' Rebar fit
tr5tnew r rner L7
I 49
N/F , FOREBAY 150
Robert F. & Lena Causey TO POND 1 51
P.O. Box 970 / s2
Shallotte, NC 28459 j
Zoned HB 53
N io 1 o j 54
vi
o SS
56 25
rn /
1 SR
L
+ 60
161
N/F 162
Palma Vee Kimbrell °"n Pipe —
:� 1.R
131 Griffin Circle ` ��♦ `:��:
Decatur, GA 30030
Zoned HB
\ ` 25.
POND I FOR
WALGREENS
\.
\ \ \ ♦ ,
AND
o �``���_ 404 WETLANDS ENTRANCE
\ ROAD
COASTAL 1
——...._. — — ...... — —. — ` VEGETATION I
Traverse along the run of Charles' Branch
Centerline of run is the Property line ��MEAN HIGH
WATER N
N/F �
Robert F. & Lena Causey m
P.O. Box 970 �� 75 SETBACK LINE END RETAINING WALL 3
Shallotte, NC 28459 1 FROM MEAN o
Zoned HB N S4 50'10" E ��,♦�� HIGH WATER �
- �' ��:� COASTAL ' 0
VEGETATION b
cv n POND 2 FOR FUTURE
— _ — — — — — ;� DEVELOPMENT o
\ to
co
z 3
rt
N/F 159.50'
Palma Vee Kimbrell
Reber set S 49-51'38" W
131 Griffin Circle (7ttness Corner)
Decatur, GA 30030
Zoned HB
PROPERTY
BOUNARY
404 WETLANDS, COASTAL VEGETATION, N/F
AND MEAN HIGH WATER LOCATED BY THE P.OMintz Limited Liability Company
64
BRIGMAN COMPANY, INC. AND SURVEYED Shallotte,
Box 228
Shallotte, NC 28459
BY NORRIS AND WARD SURVEYING. Zoned HB
SCALE: I" = 50'
0 25 50 100
'Y.ret0Light Water.,�Mteler
as .�.r.a, .•,N
1NE
n,
Reher Pd.
94.14'
BUILDING
RB
--
AT
/r
/
LI
1 2
4 5
6
7
TYP
—410
0 30,
R
9
10
11
12
13
14
15
16
�i
17
13
19
20
21
22
23
24
25
/ ASPHALT
/ PARKING
`"
�� R
I
/
147
29129130
31
32LI
_
�
WaleaNes
215.86'
�s EXISTING EDGE
OF PAVEMENT
PARCEL A
�a BOUNDARY
EXISTING ASPHALT
o AREA TO BE REMOVED
rn
SAW CUT EXISTING
I N PAVEMENT
a +'
cp
25' m
-� Wale, V.1—
ti
t
Reber Set
Switch Cabinet
I L5 5'
i r I
39
24" CUR 40 EXISTING ASPHALT
AND 9,
AREA TO REMAIN
41
GUTTER WALGREENS 42 TYP
1 l4' x 130' 43
w mu it
YX 309 44
11 45
EXISTING EDGE
OF PAVEMENT 46 Temporary Access Easement to be
47 abandoned upon completion of
10
wo
N
ca
cn
L1r
v
ems,.
I�
EXISTING BACK
OF CURB
Ingress / Egress
5etnent DB. 571,
903 Map Book
23, Page 180
ADDITIONAL SITE NOTES
BUILDING HEIGHT NOT TO EXCEED 35' IN HEIGHT.
MINIMUM BUILDING SETBACK REQUIREMENTS:
FRONT: 20'
REAR: 20'
SIDE: 10'
HVAC UNITS WILL BF LOCATED ON TI-IF ROOF OF TUF: 11[f1I,DING. AND
IIELDED FROM PUBLIC VIEW,
RKING DIMENSIONS ARE. FROM FACE OF CURB.
N/F
Branch Banking & Trust
Company ( By Lease )
Attn: Property Tax Dept.
P.O. Box 1290
Winston Salem, NC 27102
Zoned HB
4R Smith Avenue Extension by NC DOT
L6 —
15'x3Y I -i � z
(3AD1N('r PROPOSED 1ati � o
SPACE DUMP STER I v, o
BUILDING U ~ W/ WOODEN 1
SETBACK "'� 1 10 FENCING t W.
I Frederick Mintz
LW o Hoyt B & I DB. 69 PG. 287
w Pauiett Brinson
L9 63 65 6 fi7 6R 69 70 71 72 73 74 75 76 77 7R 79 R p 4128 Main Street)
v: Loris, SC 29569 1
oo' 10 Zoned HB E
S 49'59'48" W 254.60' L11 If
204.60' N
EXISTING JONES STORE �+
BUILDING TO BE REMOVED.edes�a+-- — — -•- --- — — — — — — .._...... — — .— — — — ..— — — — — — — — J
i� F:re rydrant
—-....._..- — Drell ffale to Cenerete
Reber Fd. Water Yafve
EXISTING WESTERN AUTO ' ~
BUILDING TO REMAIN UNTIL THE
EXTENSION OF SMITH AVENUE. rS491'31'731'-'
hone Pedestals O
DIMENSIONS APPROXIMATELY]
E N J
MATCH PROPERTY BOUNDARY rn
29.88'
� .♦ �Pawer Pete s Translnrrner,/ ��
PROPOSED RETAINING Parer Pole Power Pole iT1
transformer Waler Wter
WALL (DESIGN BY OTHERS)p
5witch Cabinet Transformer ❑LA •cedar'
f
� FUTURE DEVELOPMENT 60' Ingress
Egress Easemen /ro
Map Book 23,
FUTURE PROPERTY LINE, Page 100
CONTIGUOUS WITH THE WESTERN
RIGHT OF WAY OF THE PROPOSED
SMITH AVENUE EXTENSION. EXISTING STORM
536.83' DRAINAGE SYSTEM
walerWIN&JLfa N*d set
696.32' Water Yarre Ere Hydrant
EXISTING EDGE Water Ynlve tParrrrng Light N/F
OF PAVEMENT Shallotte Crossing LLC
C/O Aston Properties, Inc.
6525 Morrison BV, Ste 300
Charlotte, NC 28211
Permanent Access Easement 1 Zoned HB
0.51 ACRES
i
1
NOTE: This line to be contiguous with the rekrohone Pedesrat8
Western right of way of the proposed
Smith Ave Extension. BASE INFORMATION PROVIDED BY
NORRIS & WARD LAND SURVEYORS,
NOTE: Temporary Access Easement P.A.
to be abandoned upon completion
of Smith Avenue Extension
Owh=:
EVANSTON DEVELOPMENT COMPANY, LLC
5306 SIX FORKS ROAD, SUITE 101
RALEIGH, NORTH CAROLINA 27609
[phone] OR (828) 433 —9i25
Site & Zoning Data:
Total Property Area: 6.64 AC
(Parcel A = 1.03 AC, Parcel B = 4.81 AC)
Tax Parcel Numbers: 19800019 (3.82 AC portion), 1980001902,
1980001903, and 1980001904
Current Zoning: HB (Highway Business)
PARCEL A
Proposed Development: Walgreens
Site Address: 4577 Main Street, Shallotte
Project Area = 1.83 AC
Required Parking Spaces = 73 Spaces, 1 Loading Space
(1 parking space for each 200 square feet of gross floor area)
Handicap Spaces Required = 3 Accessible, 1 Van Accessible
Parking Provided = 80 Spaces (Including 4 H.C. Spaces), 1 Loading Space
Proposed Parking and Driveway = 63,513 SF
Landscape Area Required = 4,281 SF (8% of Parking Area)
Landscaped Area Provided = 4,862F (9.1% of Parking Area)
KECEIVED
MAR 2 2 2004
DWQ
1 18"
CLASS ACONE. -�1 7
SEE TYP. PAVEMENT SECTION SLOPE, 1" _�R 1 1/2"
iy
NOTE. TO BE USED Zo
I_ — ,' \: R 3"
WHERE WATER IS TO f 1/8"R }
FLOW AWAY FROM CURB MODIFIED CURB & GUTTER
(USE IN SPILL CONDITIONS)
1 18" 1 6" 1
CLASS A CONC.-- \
SEE TYP. PAVEMENT SECTION y 1 }
SLOPS r 1" 'P�; ��' _ R 1 1/2"
_ (V
STANDARD CURB Sl GUTTER T e, R
CURB AND GUTTER SECTION
NOT TO SCALE
SEE SITE PLAN FOR LENGTH 6"
COMPRESSIBLE FILLER (3/4" 1/2 LENGTH
-- - --;
MAX). CUT BACK AND /4" TOOLED
PROVIDE SEALANT, TYP;CAL,_.\ JOINT
AT ALL JOINTS WITH FILLER.
i- SEE TYP, PAVEMENT SECTION
4" COMPACTED AGGREGATE BASE
SUBGRADE
TYPICAL PERIMETER SIDEWALK
NOT TO SCALE
RECEIVED
MAR 2 2 2004
DWQ
-P #
1-Y?" 11 OR SF9.51 OVER TACK COAT.
2" H BINDER OR 119 OB OVER PRIME COAT.
6" ABC COMPACTED STONE BASE FOR CAR TRAFFIC.
(USE MIN 8" FOR TRUCK TRAFFIC)
(COMPACTED TO 100 % MODIFIED PROCTOR)
COMPACTED SUBGRADE (COMPACTED TO
MIN 95% MODIFIED PROCTOR)
r7,+ir r>s�r��7'f�77Prr>F,rnrrsf'�sr�xrrra'�am:r1!
Y.Y' A 'YR"♦ .\"\' BYNEI
1'-6" x 1'-T x 0.080 STD. ALUM.
HANDICAPPED PARKING SIGN
T TO READ'HES£RVED PARKING" -
I} RESERVE WITH IDENTIFICATION SYMBOL.
PARKING BOLT TO WD. POST W13r8• CADMIUM
PLATED NUTS. BOLTS AND WASHERS.
o� 9• x 1'-0' x 0.080 STD ALUM. SIGN
® TO READ "VAN ACCESSIBLE".
BOLT TO WD. POST WrrH M" CADMIUM
PLATED NUTS, BOLTS AND WASHERS-
- 9' x V-0" x 0.080 STD ALUM. SIGN
12" TO READ "MAXIMUM PENALTY $100'. —
MLORS BOLT TO WD. POST WrrH 3.re' CANDIUM
LEGEND AND BORDER- GREEN PLATED NUTS, BOLTS AND WASHERS.
WHITE SvV!BOL ON BLUE BACKGROUND TREATED WOOD 4" X 4" POST
BAGKGROUND- WHITE
0) 1-1/2TR Cn 1-1/2"R
(TYP.) (TYP.)
PENALTY 3/8" vnN 3/8"
s>so (TYP) nrrrGslq (TYP.) t
- -- >
-- -I- wl
12" I�-.__—�L 12" I 1 �..._
LEGEND AND BORDER- GREEN LEGEND AND BORDER- GREEN
BACKGROUND- WHITE BACKGROUND- WHITE ; I I 1-
O
C� 1
co
TYPICAL HANDICAP SIGN DETAIL
NOT TO SCALE
FINISHED
GRADE
�1lliiIlll ��
Revisions
03-17-04 Building, Dimensions,
Curb and Gutter Detail, Sign
Location
03-I8-04 lypjcal Pave merit.
Section, Wctland and Pond
Location, Perimeter Sidewalk
Detail, Remining Wall
V'} vt
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W � �0
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03 00
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THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
C1
This drawing shall not be reproduced in
whole or in part without written permission
of East Coast Engineering Company, P.A.
I.X.
r ' l t1 • ' r y a t r ' l r t. �.! r 4
! +I i r ,� 1 li S.� ' t . ;� S . ! - �,.... ... 3 •! L.' �. -, ., i ,;i 4' S' d } .:r.�4 r.1
ECEC PROJECT NO. 0602

_ __ _ i AY: ' i 1�:Mt M 1:'_ � .—_ _ _! . _.. _ Y _ i!.. — i_Y_ . — RIV 'i'i'i L:—! L!:'
This drawing shall not be reproduced in
whole or in part without written permission
of East Coast Engineering Company, P-A.
• �— 1 ��T_.Tr.-. ; '_.—^�^'�.--r •T+—.--r3Tr, � r""r T ?iT � .'T—,` T,�' 1 i t r.i�',+`.�
i. � j�.E ! ='f.{1'i:':r �.S � 1 r., r ;Jr, i 1•Y .; tLf ..}: i �r'r5 1 s ! �i�� sfr t.� �=<�f ! l;�

Revisions
WETLAND
PLANTS
SCIENTIFIC NAME
SCIENTIFIC NAME
COMMON NAME
NOTES
COMMON NAME
NOTES
PELTANDRA VIRGINIA
FULL SUN TO PARTIAL
PONTEDERIA CORDATA
FULL SUN TO PARTIAL
ARROW ARUM
SHADE
PICKERELWEED
SHADE
SAGGITARIA LATIFOLIA
AGGRESSIVE COLONIZER
SCIRPUS VALIDUS
FULL SUN. AGGRESSIVE WEEDY
ARROWHEAD/DUCK POTATO
SOFT -STEM BULRUSH
ALIENS SUCH AS P. PERFOLIATUM
ANDROPOGON GLOMERATUS
REQUIRES FULL SUN
POLYGONNUM SPP-
FAST COLONIZER. TOLERANT OF
BUSHY BEARDGRASS
SMARTWEED
FLUCTUATING WATER LEVELS.
TYPHA SPP.
AGGRESSIVE. MAY ELIMINATE
JANCUS EFFESUS
TOLERATES WET OR DRY
CATTAIL
OTHER SPECIES.
SOFT RUSH
CONDITIONS.
SAURURUS CERNUUS
RAPID GROWTH. SHADE
ZIZANIA AQUATICA
PREFERS FULL SUN.
LIZARD'S TAIL
TOLERANT.
WILD RICE
TO ENSURE SUCCESSFUL PROPAGATION AND SURVIVABILITY, CONTACT A LOCAL AGENCY SPECIALIZING IN WETLANDS, SUCH AS THE
NATURAL RESOURCE CONSERVATION SERVICE (NRCS), THE NC COOPERATIVE EXTENSION OFFICE, OR A LOCAL NURSERY.
WETLAND SPECIES TABLE
NCDOT
EROSION
SEE PLAN VIEW FOR CONTROL STONE
DIAMETER OF PIPE (Do) D,, = 3", D..Al = 5"
A
U •
Do - 3 X Do
c
T STONE SHALL NOT BLOCK
OR IMPEDE PIPE FLOW
7
UNDERLAY WITH MIRAFI
SECTION A - A 60OX FILTER FABRIC OR
APPROVED EQUAL
ner+v �r+i Ina
ENERGY DISSIPATOR
NOT TO SCALE
6" -I
CURB INLET
NOT TO SCALE
FRAME, GRATE $ HOOD
N.C.D.O.T. STD. #840.038 7
SECTION X
FREEBOARD
ELEV = 9A0'
CONTRACTOR TO
PROVIDE BERMUDA
SOD (TYP)
PRECAST
CONCRETE
4" CONCRETE
POSTS
MANHOLEFRAME
AND COVER
THROAT ELEVATION = 8.0
TEMPORARY POOL ELEVATION
PERMANENT POOL ELEVATION = 7.0
SCH. 80 PVC i" ORIFICE -TEES WITH
SCREW -ON PLUG W/ GASKETS
4" SCH. 80 PVC SCREW -ON
PLUG W/ GASKET�`�[
FILL TO INVERT ^ -
WITH CONCRETE ;yf CRUSHED
STONE
COMPACTED SUBGRADE
SECTION A -A'
cy'
ELEV = 4.00
3' MIN
TIP = 8.00'
PP=7.00'
SEAL WATER -TIGHT BETWEEN
PIPE AND CATCH BASIN
24" CPR (HDPE
A C I C>° A'
MIN.
'-m- B'
PLAN VIEW
TRASH GUARD #4
REBAR 6" O/C CAST INTO
4" CONCRETE POSTS_ _..._ AS1
f REQUIRED I
' S. >
y �1 12"
t T
4. o
5,5 24" CPP (HDPE)
uj
a
F=` CRUSHED
' •14�i, Ik
COMPACTED SUBGRADE
SECTION B-B'
THE BASIN MAY BE DRAINED BY REMOVAL OF THE 4" PVC PLUG IN THE OUTLET
STRUCTURE OR BY MEANS OF A GAS POWERED MUD HOG TYPE PUMP.
STORMWATER POND OUTLET 1
NOT TO SCALE
PRECAST
CONCRETE�r
A °
4" CONCRETE
POSTS
MANHOLE FRAME
AND COVER
THROAT ELEVATION = 11.0
TEMPORARY POOL ELEVATION
PERMANENT POOL ELEVATION - 10.0
SCH, 80 PVC 1" ORIFICE -TEES WITH
SCREW -ON PLUG W/ GASKETS
4" SCH. 80 PVC SCREW -ON I
PLUG W/ GASKET' �[
FILL TO INVERT
WITH CONCRETE
SEAL WATER -TIGHT BETWEEN
/ PIPE AND CATCH BASIN
CPP (HDPE
A'
'-*- B'
PLAN VIEW
TRASH GUARD #4
REBAR 6" O/C CAST INTO
4" CONCRETE POSTS AS
I REQUIRED
I 1
4.�
4
o
fr
24" CPP (HDPE) :
5
-85
0
COMPACTED SUBGRADE COMPACTED SUBGRADE
SECTION A -A' SECTION B-B'
THE BASIN MAY BE DRAINED BY REMOVAL OF THE 4" PVC PLUG IN THE OUTLET
STRUCTURE OR BY MEANS OF A GAS POWERED MUD HOG TYPE PUMP.
STORMWATER POND OUTLET 2
NOT TO SCALE
-t- 3' MIN
APPROX. EXIST
GROUND CONCRETE RISER
(SEE DETAIL) FREEBOARD
3:1 TO EXIST ELEV = 12.00'
p �'' TP = 11,00'
p l =p 1 X . TP - 8.00' GROUND
C 'r OJ OG p CONTRACTOR TO - T 3'
�' Z 24" DISCHARGE PIPE PROVIDE BERMUDA `''
C7 + 10' PP = 7.00' INV = 5.50 SOD TYP) PP = 10.00' �^ 10' PP = f 0.00'
1" ORIFICE ., 1. ORIFICE
ELEV = 5.33' (SEE OUTLET '� ELEV = 8.33' (SEE OUTLET
95 LF 24" CPP DETAIL) n` DETAIL)
INV = 5-00 ELEV = 7.00'
l l
ELEV = 3,00' \
NOTE: 6.1 SHELF TO BE VEGETATED WITH WETLAND SPECIES
(SEE WETLAND SPECIES TABLE)
PROPOSED STORMWATER POND 1 CROSS-SECTION
NOT TO SCALE
R=12.87
R=12.87
L = 20.22 16.16
L = 20.22
co
�
R=12.87
R=12.87
L = 20.22 16.16'
L = 20.22
R=1.33
L = 2.88
0
ro.90
R=4.00 Opp
L=6.29 y6
43.23'
M
h^
T
R = 4.00 A2��,
L=4.48 g6 34 R- 69 R=4A a3
z ?g R_ 2.96'" 12 T 8 15 62.38 3•
��4 ss 61 L=3.33 L.ag
g0 yv�� 1? g0
65.86'
PERMANENT POOL DIMENSIONS FOR POND 1
NOT TO SCALE
ELEV = 6.00' �
NOTE: 6:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES
(SEE WETLAND SPECIES TABLE)
PROPOSED STORMWATER POND 2 CROSS-SECTION
NOT TO SCALE
R = 10.00
L = 15.71 11.94' R = 10.00
31.21' L = 15.71
Id
o �
o bl OD
m �
9.16'
R = 1 OAO o
L = 15.71 2.8i'\ _ g 540 C)
c°>
6
nl
R=10-co 17.00' R=10.00
L = 15.71 L - 15.71
PERMANENT POOL DIMENSIONS FOR POND 2
NOT TO SCALE
W
� N
.
N O
� •
Fri
M"'�"'�
�
Va o0
~�
f
con
Zia
C3 DQ
CONCRETE FUSER
(SEE DETAIL)
3:1 TO EXIST
GROUND
f 24" DISCHARGE PIPE
INV 8 50 w
W C
w W N
� ° O
W
w
o a
Date: 18 MAP, 04
Scale- A� Shown
Drawn 13v7 F MN
Checked By: AC3.,/DBB
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT
AFFIXED CORPORATE SEAL.
a``;�,1H•`APO
..
Al
7 9 x"
,,7j71111171•\\\
C3
This drawing shall not be reproduced to
whole or in part without written permission
of East (:'oast tinglncering ('ompany, P-A. _ PROJECT NO. (7602