SW8070935_Approved Plans_20160630

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' A A C S
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-.7�URVEylq(;
C L ENGINEERNG DESIGN & I-AND
a720 RED OAK BOULEVARD, STE. 420
CHARLOTFE, N.C. 28217
PHONE [phone] FAX [phone]
April 12, 2016
Site Inspector
ox, Co Oak Island
AN �`P Water Certification
Re: Storm
Lowe's Foods Fuel Center
Oak Island, NC
E) A
Site Inspector,
Based on as-built information provided by Norris & Ward Surveyors and field observations, the storm
drainage structures and pipes for the Lowe's Foods Fuel Center at Midway Commons have been
'Nffl;
installed in substantial compliance with the plans prepared by The Isaacs Group, dated 11/18/15.
6 Sincerely,
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Sr. Pk4 %%%10tA tam"
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THE ISAACS
GROUP,P.C.
0?"31�,��" a �p
ENGINEERING e,
SEAL
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02592e
7: 'Z 1j% NU.C-1 069
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01�, _Z11
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lk
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0.10 AC
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0 0 0 0,
0 0
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24­
4 Ek 24" SD x
..........
40' SETB "n,
TPA
PER THE LETTER ATTACHCD ABOVe AND THIS PLAN, ALL GRADING AND STORM DRAINAGE
-OUT OF OUTPARCEL 5A WERE CONSTRUCTED AND
ASSOCIATED WITH THE FINAL BUILD
OP
INSTALLED PER THE DESIGN PLANS. ALL RUNOFF FROM OUTPARCEL 5A IS COLLECTED IN
kD,
STORM PIPES AND IS DIRECTED TO THE CONSTRUCTED WETLAND PERMITTED UNDER NC
DEMLR SW8 070935. THE CONSTRUCTED BUILT UPON AREA (BUA) WAS INSTALLED PER
EXIST. "'4
EX. R* THE DESIGN PLANS AND DOES NOT EXCEED THE ALLOWABLE BUA FOR OUTPARCEL SA OF
PROP. R.
23,280 SQ. FT.
5
E'-43:2
E-_44
PR INV. IN=38.00(CB 1
N
PROP INV. IN=38.00(CB
PROP 18- HDPE
EX. INV. OUT=37.8 3 00.50%
J
(ADJUST RIM ELEVATION AN
CONNECT NE
0
e..Frj
FrI
�JNV. 0
�J'
EXIST. 15' SETBACK
AP;�A%0%0
VED
'A E
LIN �Nlln
NORTH CARO
RUNOFF COEFFICIENT ?C1
1C,
D.A. Area Land Use S u b-Are a CA ICA CW
Inlet (acres) (su rface) (acres)
0.08 Lawn 0.25 0.00 0.0000 LEGEND
-EX, 4e", So
CBI Impervious 0.98 0.08 0.0784
ILI V EXISTING CONTOUR
0.0784 0.98
_ELEV­
2 0.10 Lawn 0.25 0.00 0.0000 PROPOSED CONTOUR
C132 Impervious 0.98 0.10 0.0980 T. R W
STORM DRAIN INLET DRAINAGE DIVIDE
0.0980 0.98
- - - - - - - EXISTING STORM DRAIN PIPE
3 0.05 Lawn 0.25 0.00 0.0000
44, -------
8 0.05 0.0490
C133 Impervious 0.9
EXISTING STORM DRAIN STRUCTURE
0.98
0.0490
4 0.14 Lawn 0.25 0.00 0.0000 N PROPOSED STORM DRAIN PIPE
45'
C134 Impervious 0.98 0.14 0.1372 -
0.1372 0.98 PROPOSED STORM DRAIN STRUCTURE
AST
0.00 0.0000
0.25
R 0.10 Lawn _Z,
0.0980
ROOF DRAINS Impervious 0.98 0.10 1
0.0980 0,.98 ECEIVE
RATIONAL METHOD STORM DRAIN COMPUTATIONS
Contribu Area Runoff Pipe Remarks CARO
I I ­ - . "I'll CARO�
Structure
t
C, tc Time THE ISkACS 7
Capac. 5S16'
To D.A. Area CA 1A ICA Time Intens. Q Size Type 11 S� L V. in Sf Vf cl��
From Runoff Pipe Full "A" GROUP, P.C.
Coef. Cone. ENGINEERING & SEAL
s), C-1 069
'Low s LOWES FUEL CANOPY
(m i n.) (efs) (ft/s) LAND �,UFVEYING: 025926
1(acre (acres), (min) ,(in/hr), (cfs) (in) (ft.) (ft/s) N 0. (:D
<
C134 CB3 4 1 0.14 0.98 1 0.14 0.14 0.14 5.00 9.9 1.36 18 HDPE 0.013 0.50 115.00 3.20 1 0.60 7.45 0.02 0.77 1 0.43 ......... <,\V 211 MIDWAY COMMONS
.................. ...
OAK ISLAND, NORTH CAROLINA 28422
9.6 3.46 0.17 7.45 0.03 1.01 0.50 ............
C133 3 \\1,1 P
0.05 0.98 0.05 0.19 0.19 5.60 1.79 --//;-'At T Title:
18 HDPE 0.013 0.50 35.00 �e F 40YO
SW8 070935 PERMIT MOD.
17
o.10 0.98 0.10 0.10 0.10 5.00 9.9 0.97 1 18 HDPE 0.013 0.50 1 115.00 2.91 0.66 7.45 1 0.01 0.55 0.37
OUTPARCEL 5A STORM AND BUA
CB 2 CB 1 2
C13 1 1 0.08 0.98 0.08 0.18 0.18 5.66 9.6 1.69 18 HDPE 1 0.013 0.50 101.00 3.40 0.49 7.45 0.03 0.96 1 0.49 NO. BY DATE REVISION File #: 15058-PB.DWGTDate: 11/18/2015 Project Egr: BTU
. .........
1 ARID 12/05/17 DEMLR SW8 070935 MINOR MODIFICATION Design By. ARQ
GRAPHIC SCALE
0 0.10 0.10 5.00 99 0.97 8 HDPE 0.013 1.00 73.00 3.85 1 0.32 1.21 0.64 2.78 0.45 . ...... .. u ISAACS `
RD R 0.10 0.98 0.1 0 Drawn By ARQ
20 0 10 20 40 ............. CI\AL ENGINEERING DESIGN AND SURVEYING(-
........... ....
-0 Scale: 1"=20'
.....................
b'XD114.EXCB13. 0.47 0.46 615 9.3_r4 301724 HDPE 0.013 1 0.50 122.00 4.32 1 0.08 16.04 rO.04 1 1.37 0.71 8720 RED OAK BOULEVARD, SUITE 420
1 INCH 20 FEET CHARLOTTE, N.C. 28217
PHONE (704) 527-3440 FAX (704) 527-8335 C6. 0
P:\ACti- Projects\D.R. Mozeley\Lowes Fuel CGnC-Py Midwoy ColrnlonS 15058\Engineering\Design Drowings\Cunrent\15058-P6.dwq, 6-0 PERMIT SHEET, 12/5/2017 9:18:29 AM,
AOuesenberry, ARCH full bleed D (24.00 x 36.00 Inches)

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NIF o
z
n
LINDA SPENCER : OK'I�G �
DEED BOOK 789 PAGE 86 PROPERTY
P,4RGEt..# 20,300016 LINK-
SITE DATA: W u
DEVELOPMENT NAME: TWO-ELEVEN MIDWAY 99
PROJECT ADDRESS: INTERSECTION OF NC HWY 211 AND MIDWAY ROAD
el W w
TOTAL SITE AREA: 39.91 ACRES W
� WILD E I' RAEV7 E3RUhS CK 20 R/W DEDICATION -0.69 ACRES > i s
K'E NETH a S-dLLER ET. UX � ELECTRIC CORPORATION EASE ,T� RESIDENTIAL � NET SITE AREA =39.22 ACRES �
DEED BOOK 31E PAGE 600 a APB£) ACCESS EASEMENT UFFER P.P. 1
P411'GEL 157Zt7Gf3#11 �� P. _ _ -��' PG. _ �... ..� ._.- .�... ._.. . .�.. _ j to
- �- �-
P.P; ( CURRENT ZONING: C-LD; TRANSPORTATION OVERLAY ZONE (TOZ) 3
X�—X�--,•X,--%1 X._.X__�.__.��� � # ,( � SPECIAL EXCEPTION SE-143, APPROVED DECEMBER 12, 2006
"PLANNED GROUP OF STRUCTURES" M
III M
70, RUN WIC ELECTRIC { EXISTING LAND USE: VACANT Z
MEMBERSHIP CORPORA O I OUTPARCEL-9A
I � J Z
! E €STNC DID Pam
SUBSTATION CJITPARCL_ II•?3 ACRES , PROPOSED LAND USE: COMMERCIAL/RETAIL Q y
WEfNrLA ,�m P.P. I DEED BOOK 3009 PAGE 1092 x 1.30 ACRES i .. PARCEL NO. . �
c
MC 63 PG 3 2030001601 2362 0413 d
4 PRLOOTP 2030001301 2362 0409 N _
2030001304 2362 0402
P<P. - -�- 20300015 150 187ul
� �-- TOTAL BUILDING GROSS FLOOR AREA: W o
CUMPSTER GROSS FLOOR AREA
12 x135' �...__ 1 I @�1LDl�Sz Z z
CORRAL ? (
LOADING ZONE LOWE'S FOODS STORE 45,720 SF
x
SUSAN B. COLBY �° � w � � � � P,F" o ! SHOPS A. B. C. D 44,900 SF C7 u
DEED BOOK 1106 SAGE 1057 �'� � � � I � TOTAL 90,620 SF Z >
PARGE! 2C}itU 713 a^ FORD RIB ,_ _
X w„max x x x x x x x x «. . ®.
RIM: 39.40 ..... W
' I PARKING REQUIREMENTS: �
REQUIRED PARKING 453 PARKING SPACES (1/200 G.F.A.)
I -91 SPACES WITH 20% REDUCTION = 363 SPACES)
POND RISE
RIM: 39.0 € I PROVIDED PARKING 419 PARKING SPACES
S=€> 11 HANDICAPPED PARKING REQUIRED 10 PARKING SPACES
OOTRARCEL- 1 HANDICAPPED PARKING PROVIDED 14 PARKING SPACES
ro BUILDING 0.84 ACRES 0 1
� MP ` 12,375 Sf t
.T II€ wr l FFE ® 4&7E l I GENERAL NOTES:
�p POND a I 44.32 "� ( 1. MAXIMUM BUILDING HEIGHT IS 40'. HEIGHT OF SPECIFIC BUILDING STRUCTURES WILL
PIM:D 9.22 " S RIM- 1 - S"-' � BE SUBMITTED WITH FINAL BUILDING PLANS AT FUTURE DATE.
< I f
POND IS
POND RISER i, RIM: 1 •�a t '
' RIM: 39.07 � ���� �� � _ -- € �° --�-- .y°�°� �! �.,__,SS T°YP. � I ! 2. MAXIMUM IMPERVIOUS IS 80% FOR OUTPARCELS 1 THRU 9B. MAXIMUM IMPERVIOUS IS
POPOSD �M � I 41.152% OR 43,560 SF FOR OUTPARCEL 10 (BEMC SUBSTATION). SEE ADDITIONAL
I- 1 I IMPERVIOUS INFORMATION TABULATED BELOW.
STATION WITH,B s ` I
RIP IAII LII K I'LNC MPSTE I j 3. LIGHTING MAY NOT EXCEED 40' IN HEIGHT AND MUST BE ARRANGED SO THAT IT IS a,
W/ DU
E t4T", MPSTE' . r" DIRECTED AWAY FROM STREETS AND ADJACENT PROPERTIES. V
EIR STRUC1u SEE POMP-STopo 1
CORRA
OP WALL: 39.88 r�, 1 - CL 4P.P € 1' , 4. UNLESS OTHERWISE NOTED, PROPERTY LINE IS LOCATED FROM BACK OF CURB. Z
D OWN Ift .0 I LAi Ii E DETAIL '\
I0-1a I I Oc TARCE,-2 TO E DETERMINED AT FUTURE DATE.
s 0 5. OUTPARCEL DRIVEWAY STUB LOCATIONS B
0,81 ACRES I
R 7a rl a tt PROPOSED 6. ALL BILLBOARDS MUST BE REMOVED PRIOR TO THE ISSUANCE OF BUILDING PERMITS. L!-1 Q
1 WIDTH 6 LOT LINE ii �M r
?I V R,#AB ;1 7. REFER TO SHEETS C4.3 AND C4.4 FOR SIGNAGE AND STRIPING.
. ._ # UTI L aEMLNT ... 1.1
s I I I .3t
��,
TYPICAL 11 AND MIDWAY ROAD ARE COMPLETE.
� � c� � 8. IMPROVEMENTS TO NC 2
<m 50.54'
!
EXISTING ���a°� � � C LD SETBACKS
WETLANDS ( "' STREET SIDE: 15' O
8 2 ADDITIONAL RIGHT OF W s _ aw.
BEING ACQUIRED BY NCOO . I FRONT: 15' O U
1�
f0cl I l S° CURRENTLY OWNED BY M L 1 SIDE: 5' Lu
' 1 j I i ° REAR: 6'
MH 4 W I 1 a OUTPARCEL-
IM: 46.09 I S IMPERVIOUS AREA DATA
a (
POND RISER # � .,b .OUT:W. IN:38.00 37.90
e S 0.86 ACRES I # -
RIM: 38.83 ;, , €�€ € # ' ' I €_ TOTAL APPROVED IMPERVIOUS AREA 1,216,200 SF
I
� � PROPOSED � 1 3
i SETBACK LIME LOWES PARCEL PER CURRENT DESIGN AREA - 472,765 SF
cc
WIDTH LOWES PARCEL INCLUDING FUTURE AREA 500,000 SF
PON ER I t3 VARIABLE � y OUTPARCEL 1-9B AREA (712,206 x 80.0%) + 569,765 SF
OB
RI 16 OND RISER ^" ` r � - 1 # € ¢ I j ('` UTILITY EASEMENT 1 BEMC OUTPARCEL (105,851 x 41.152%) + 43,560 SF
RIM: 39.06 <., _ ,a s i `t. TYPICAL. _ _ °�,M TOTAL PROPOSED IMPERVIOUS AREA = 1,1 13,325 SF
EXISTING �` x£35, mm __ -. 1 - 1,113,325 SF / 1,216,200 SF = 91.54% OF APPROVED TOTAL AREA UTILIZED
WETLANDS ` s L^yOADp�^ING [ °°� '-"' -w—s .
OOAA
SITE ADDRESSES:A
LOWE'S FOODS:RISER a *
_.._ ._.__ _...__... 2824 MIDWAY ROAD, SE
RIM: 39.05 vN 0
Ex DI ' \ -°.,. ' `�-�,, ,u �.. t 1 — OAK ISLAND, NC 28422
1 �
RIM: 44.49
9
I 39,.1,4 ��
�` O s BUILDING A: 283' MIDWAY ROAD, SE Z
5.. PROPOSED P.P. OAK ISLAND, NC 28422
/", 12'x5
a, _ 1 I � 1 I } I PROPERTY �•,
2 ACCESS r� \ IOADING q
° O Q Z011E t I : ' # LINE AT BOC c1 INDIVIDUAL UNITS WITHIN BUILDING A SHALL BE ADDRESSED AS 2831-1, 2831-2,
EASEMENT°- ` �}
O PUND RISER P, `�, `:-;' ' h8 I t € ? .`"r.. 2831—3, ETC.
` . RIM:.39. 6 �- � � # s to
� DDi I € FREE STANDING SIGN
OND RISE
''_
1 FORCE MAIN RIM: 39.15 O < o f J 9 j
BUILDING B: 2827 MIDWAY ROAD, SE
EASEMENT I I # I OUTPARCEL-3t OAK ISLAND, NC 28422
j ]
.., PO ''RISER ., _ .. 1.31 ACRES
RIM: a z ° .
N F } tic f � �., �� `vtII'A� "�3 � � � � I � a I ¢ I z�� � I INDIVIDUAL UNITS WITHIN BUILDING B SHALL BE ADDRESSED AS 2827-1,SUSAN B. COLS 1hT C �#I�
DEED BOOK 1108 PAGE 1057 F' II I
�- 2827-3, ETC.
CAR c t 0 '
zC�^.E�^g 2r�0P� �-0 �^�p , POND RISE - d.�.) � *^^ 6' TYP>
PAR�e&.,..1... .L,V 30001 w8 °� ` <.. �� 3 � 3 f � € I � 'z.a.J � ",,,.,r^• � �
, $.� � �� `� RIM: 39.32 -< �^�, SASH '� s.. } I
t36 ACRES RIM: 43.25� e �� ` ( 1 I BUILDING C: 2823 MIDWAY ROAD, SE U°
INV: 37.87 _. u
°VARIABLE WIIJTFI UMPSTER
8 ,a € i OAK ISLAND, NC 28422 W 3 JACUUM
UTILITY EASEMENT NT 01 ,,. ISLAND ) 1 I INDIVIDUAL UNITS WITHIN BUILDING C SHALL BE ADDRESSED AS 2823-1, 2823-2,
TYPICAL { POND RISER/ IM:39 1&`"" � TYP< Da "'w R
RIM: 39.32 iP'. awl � �V l;,J €�- # # ``, i-- i.,' 2823-3, ETC. W m
a / ft a' 8POD # al I #+
! OUTPARCEL-SA a° RI I 1� f LL1
INV: 41,28 BUILDING D: 2819 MIDWAY ROAD, SE
/ 0,87 ACRES Ir � PO S INw 34.12 ' a� I i 11, S 0 I �- - OAK ISLAND, NC 28422
OB
f j
`"$ 7Y¢ mom' w.. INDIVIDUAL UNITS WITHIN BUILDING D SHALL BE ADDRESSED AS 28219-1,
d ! OUTPARCEL-7 �`" t 4 € — —
z
JjJpp g 1,OC ACRES 28219 2, 28219 3, ETC.
i PROPOSES,
5 - _ PROPOSED LOT LINE t LEGEND
Y - ROPERTI ... �""" a� I to ro
w w- 5
75 LI BOC tea, Oil PAROE C ,r" _ 1 O PARKING COUNT -
w 5 ۥ02 ACRES
TypGROUNDWATER NOTE
A HEAVY DUTY ASPHALT 8"CABC, 2.5" -19.0, 1.5" S9.5A O
j p .< 1 snc TEL HONE MEMSERsw€I= O ( ) THE PRESENCE OF GROUNDWATER SHOULD BE
PROPOSED 1 � / c�la zw�s, U ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID 3
t BACK LINE J` 11f � 1 ( OB STANDARD ASPHALT (6"CABC, 2" S9.5A) SHALL INCLUDE CONSIDERATION FOR ADDRESSING o
YP OUTPARCEL-5A ( �
o M �_ ) €UTPARCEL__4. # # THIS ITEM.
N �> - p 0.72 ACRES
t
o •; �� p ::,,.. C '�I #RAt�CE �SB 5' P° , # I. CO CONCRETE (4" THICK FOR SIDEWALKS) o
1.84 ACRES P.P.' l
EXISTING ` `" % ; 0,99 ACRES _ € ( oo �.�• FREE S`TA DING t 5` €f '. o
o { RW (TYP} SIGN S ( # I O 8" THICK, MESH REINFORCED, PROPERLY JOINTED o
f o
j p t t d i I I CONCRETE SHALL BE INSTALLED IN DUMPSTER PADS AS-BUILT CERTIFICATION
_� Z I_�
E T �j I 1 b
M. STORMi s S € II u m N o N
_ I I#
q DRAINAGE o o o
CD
"�a •, EASEMENT -«,; SEA , 1 PRIOR TO COMMENCEMENT OF FILL OPERATIONS AND/OR AS-BUILT DIMENSIONS SHOWN FOR
.b I UTILIZATION OF ANY OFF SITE BORROW MATERIALS, THE >
Lj I > m
N �e ti v�d�4„wiry ;I e CONTRACTOR SHALL PROVIDE REPRESENTATIVE SAMPLES STORMWATER CONTROL MEASURE (SCM) v m
\ . 3 III IOF THE PROPOSED FILL SOILS TO THE GEOTECHNICAL ONLY. AS-BUILT DIMENSIONS INDICATED BY b 3
,� 1
ENGINEER.
_ w MARKUP. INFORMATION OBTAINED FROM FIELD o o o 'v
IN LIEU OF MASS UNDERCUTTING, GEO-GRID MATERIAL
jj SURVEY COMPLETED BY THOMSON CORDER
p` _ �;„;..„ w "" `"'^w.., - '.; ,., j "`"`---•' a 'r< r rcr�ass,_ ,
SUCH AS TENSAR BX 1100 SHALL BE INSTALLED TO
STABILIZED THE PAVEMENT SUBGRADE. AT THE DIRECTION AND COMPANY ON NOVEMBER 29 2016. BASED a o
OF A LICENSED GEOTECHNICAL ENGINEER. ON SURVEY DATA, THE SCM IS EXPECTED TO m a ~ J
`4 /'V / `~ q w �``` I I PERFORM ITS HYDRAULIC FUNCTION AS THE
r #
ALL FILLING OPERATIONS SHOULD BE OBSERVED ON A } r, Co �
DESIGN INTENDED. N
FULL-TIME BASIS BY' A QUALIFIED GEOTECHNICAL M
`ANTm fF I i 1( ENGINEER. 0 0 0
Co r �� DEED 3t1ox 530 PAGE €I � SEE SHEET CO.1 FOR GENERAL NOTES AND LEGEND. " w F
p, €I CARWASH STRUCTURE, VACUUM ISLAND, AND WATER ' ,° 4 < o 0
RECLAIM SYSTEM TO BE DESIGNED BY OTHERS AND IS A s R C
€I NOT PART OF THESE PLANS. BUILDING AND EQUIPMENT O
; I ROOM SIZE IS APPROXIMATE. THE DEVELOPER SHALL BE �' m
RESPONSIBLE FOR COORDINATING THE DESIGN WITH AN , > o W z
ARCHITECT AND THE SITE ENGINEER TO AVOID ANY
i 1 U 0 c�
CONFLICTS. SEE UTILITY PLANS FOR WATER AND SEWER � ����� ��' � �._� BY:
SERVICE INFORMATION TO SERVE THE CARWASH SITE u m
AND TO BE INSTALLED BY THE G.C. AS PART OF THIS 11 ' o
PROJECT.
nor w�` z c14 V) v
GRAPHIC SCALE
i
Z
1 inch = 80 ft. 1
� h -
i
Y

z Q
I
. 15 LX39 WX24 T SLOPES TO BE
! NCDOT CLASS "1" RIP-RAP ARMORED WITH
$LOPES TO BE CONCRETE SLAB
ARMORED WITH
ONCRETE SLAB
TOP OF DAM ELEV. 43.00'
_ w rn
39' WEIR
p I-- 39.88 !! l 11=l I (-( I ( ' w W
=� I TOP OF WEIR = 39,75'+ WO POOL ELEV. --.•-1 1'-6' -
EXTENDED DETENTION WETLAND _l l 1 4.7• �+
_ NORMAL POOL ELEV, 39.00 39.09 _) I t I 1 1
•.• r. +�` • P a P P a P O D 0 fl C� 0 P '• . ♦• �,� I Yl
ul
39" WEIR •• •�• •• •+� • • •'.y. •�• � •
5 A �_-•.• .:. ,; . . _ - .. ..,_...,�I-- •�•--I i 1---���.,.-.���. . . . .�.�,-•.-•I�� !i 1--t i 1•---1 i I---•-I '1 i'--'i 1--f =1 i 1"""•'-'-�--„+ I i.� �
ii 1.50' X 0.75' DRAWDOWN WEIR I rrflfl a.
INVERT = 39-- - 39.09 5' 4�
. •+ , 1.54 X Q.75 DRAWDOWN WEIR
0 • •o •Q •' 1 • y A. i .. , IA
10 _B CUTOFF WALL UA
INVERT -- 39.00- ac
t 39.09 W UA
ul!_�Ro_�_
TI$� •a a P P P P P P a
V!
SECTION B -- BB g x
�... W
v a c> o cy v a a v v NTS
o v o
v o v v a P a P a P v 15,
NATURAL GROUND SURFACE g
i PROPOSED GROUND. SURFACE v
15'LX39'WX24"T 42.00 Q z w z o
NCDOT CLASS "1" RIP-RAP TOP OF DAM ELEV. = 43.00' U. '.' u �:a
© uc,
�
I t4 Qj �
39.88 w cos
TOP OF WEIR. - .75'
CL
WETLAND WSE 39.00! O z_
A - - _ T _- v
,: =' ---I i 1---1 i►---�'• : .--�i I-=I�• 1-1 I-- 3'-gam EXTENDED DETENTION WETLAND
39' ( NORMAL POOL ELEV. - -39 08'-39.09
WETLAND BOTTOM - 38.50'
PLAN --''�i..�l I�--f I i.�I i+---�.�j I.��i+----•
NTS 15'LX39'WX24" �
T ' .
NCDOT CLASS "1" RIPRIP-RAP !SUMMARY INFORMATION:
DRAINAGE AREA = 39,47 ACRES ISECTION A--A I- --
TOTAL IMPERVIOUS AREA PROPOSED 27.92 ACRES (70.7%) z <
NORMAL POOL ELEVATION = 39.86' 39.09 I NTS
TEMPORARY POOL ELEVATION = 39:75' 39.88 I I.� ~
LLl
DRAWDOWN CONTROL STRUCTURE: 1.5' WIDE WEIR 0 3980- 39.09
� °
PRIMARY .OUTLET STRUCTURE: 39' WEIR 039-.7-a 39.88 SPI. LLWAY D ETAI Ll
0
BOTTOM OF DEEP POOL = 36.00' NTS .
ESTIMATED SEASONAL HIGH WATER TABLE = 39.00' 0 z
ESTIMATED SEASONAL LOW WATER TABLE = 37.00' j W
TSS REMOVAL EFFICIENCY: 85% I J
DES
IGN STORM: 1" ! a ~
NORMAL POOL SURFACE AREA = 126,325 SF* Llj 2 U-1
WO STORAGE VOLUME PROVIDED = 111.399 CF*
CONTROLLING OUTLET = 18" WIDE X 9" HIGH WEIR
PERMANENT POOL VOLUME = 110,156 CF* BERM ; Lu
FOREBAY VOLUME = 28,2971 42 00
RECEIVING STREAM: RIVER SWAMP / LIMBER BASIN M 0' MINIMUMTOP OF WETLAND - 43.a EL - a
TOP OF WETLAND EL = 43,00 39.88 4 39.88 AINTENN
STREAM INDEX NUMBER: 15-25-1-6 TEMP. POOL: -3a.75- 39.01 39.07 TEMP. POOL: 30.7� - 39.88 ACCCESS
EIR
CLASSIFICATION OF WATER BODY: "C:Sw" 39.40.00 30' IDE w.7
BUBBLER RIM: 39.00- BUBBLER RIM: 39:00- '� •I BUBBLER RIM:-35.00- INV 39.75- ,x
�r 39.09. �' EX, WETLANDS/DITgH ®. 1.5' WIDE iR
C
INV AW 39.09 2
f•iu:�-Rvwi Y NORMAL POOL EL -39.00-- ® 0" 6" MAFtgM 30' MINIMUMS.6-12" MARSH 0-•6" MARSH MARSH VEGETATIVE
DITCH
6' -12" FILTER
L MICR PE S o
BOTTOM.-EL
36,00 , BOTTOM ELMICRO O36.00 j BOTTOM EL 36.00 OU SEE THISLI
WETLAND•3 (2) 267 LF 36" , CP WETLAND 1
INVERT IN: VARIES
INVERT IN: 31.50 W �� ,.,
(SEE SHEET C12.01) NVERT OUT; 32.00
7' x 7' x 3' CONCRETE FOOTING 7' x 7' x S CONCRETE FOOTING Z
7' x 7' x 3' CONCRETE FOOTING w/. REBAR ANCHORS w/ REBAR ANCHORS LLB U°
- U
1 L ( �w/ REBAR ANCHORS w�+
� NOTES I 0
2
m
1. PROFILE SHOWN WITHOUT WETLAND VEGETATION FOR CLARITY. � •
2. REFERENCE. LANDSCAPE PLAN FOR WETLAND VEGETATION,
3. FOREBAY AND MICRO POOLS MUST BE PUMPED FOR EMERGENCY DRAINING j 5
I i F-
BERM
Z I 42.00
. TOP OF WETLAND EL 4100 �
TOP OF WETLAND EL m 43.00 39'88 39 75 MAWTENANC
x TEMP. POOL: 39:75-- TEMP. POOL: -39.75 39.88 ACCESS
39.32 39.02 39.06
BUBBLER RIM: 39:00 '� 30' IDE WEIR
UBBLER RIM: 39:00 ••� '•! BUBBLER RIM: 3g0(T ! V 39.75
39.09
i EX. WETLANDS ITCH S�
1.5' WIDE WeeIR `fir
a NORMAL POOL EL-39:00 _ INV 39.00 °°°°`° C A °O ° o a,
000000aoo 0
39 09
MARSH 30' MINIMUM H R r
y v� 0-6" MARSH MARSH o° °° °°°°°°°°°° / °o
"-12" MARSH 0,._6,• VEGETATIVE I H O�°
I . 6 F CSS/� /� ° d
•> > i � ,�• FILTER °�o°�O M � M
BOTTOM EL 36.00 MICRO POOL MICRO POOL OUTLET SEE 1�TRUCTE SEA ° `�Z Q o
BOTTOM EL 36.00
o FOREBAY BOTTOM EL 36.00 3 ° a
N
(2) 170 LF 30" R,QP ° 6 a,WETLAND 1
n WETLAND 2
E INVERT IN: VARIES i INVERT IN: 31:5a o /�°
o ('SEE SHEET C12.01) INVERT OUT: 7' x 7' x S CONCRETE FOOTING °00 z 'AS-BUILT CERTIFICATION ° '//PERC. °° U
7' x 7' x 3' CONCRETE FOOTING. 32.50 w/ REBAR ANCHORS °p09000000°p0 Z.fy.f
T x 7' x '3w%REBARE FOOTING
ANCHORS w/ REBAR ANCHORS AS-BUILT DIMENSIONS SHOWN FOR STORMWATER CONTROL MEASURE (SCM) t
ONLY. AS-BUILT DIMENSIONS INDICATED BY MARKUP. INFORMATION OBTAINED
NNares FROM FIELD SURVEY COMPLETED BY THOMSON, CORDER AND COMPANY ON
1, PROFILE SHOWN WITHOUT WETLAND VEGETATION FOR CLARITY. E 9 LAND RROF(ILES NOVEMBER 29, 2016. BASED ON SURVEY DATA, THE SCM IS EXPECTED TO °
2. REFERENCE LANDSCAPE PLAN FOR WETLAND VEGETATION. °° ° AR°o
a 3. FOREBAY AND MICRO POOLS MUST BE' PUMPED FOR EMERGENCY DRAINING N.T.S. ; PERFORM ITS HYDRAULIC FUNCTION AS THE DESIGN INTENDED. �o-4 °°pop
O • .t Op f°e� a
l GROUNDWATER NOTE p $ 028942 0 " '>
I THE PRESENCE OF GROUNDWATER SHOULD BE pppy(�°
na i ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID °pp�J °Op°Boon
m SHALL INCLUDE CONSIDERATION FOR ADDRESSING ppop o
°�o°°Q 0000R°
s THIS ITEM. p°
i
i FINAL,-. . DESIGN
61111 RELEASED FOR CONSTRUCTION
I

N
R
LEGEND: NIF
LINDA SPENCER BOWLING I SITE DATA: J
ODEED BOOK 789 PAGE 986 PROPERTY DEVELOPMENT NAME: WO-ELEVEN MIDWAY
5 PARKING COUNT PARCEL,,20300016 LINE ( W
PROJECT ADDRESS: JTERSECTION OF NC HWY 211 AND MIDWAY ROD N
TOTAL SITE AREA 19.91 ACRES z � E
O
A HEAVY DUTY ASPHALT (8"CABC, 2.5" I-19.0, 1.5" S9.5A) ^ R/W DEDICATION 0.69 ACRES � }
" NET SITE AREA 39.22 ACRES W
O STANDARD ASPHALT (6''CABC, 2" S9.5A) NSF ~ 60' WID£PERMANENT BRUNS cK 20' �'
KENNEIN S. STILLER ET. UX �w " ELECTRIC CORPORATION EASE TF Q
DEED BOOK 316 PAGE 600 , « RESIDENTIAL CURRENT ZONING: :-LD; TRANSPORTATION OVERLAY ZONE (TOZ) ' s
© CONCRETE (4" THICK FOR SIDEWALKS) PARCEL# 1870000101 " ~ AND ACCESS EASEMEN - - BUFFER - -P.P. ;PECIAL EXCEPTION SE-143, APPROVED DECEMBER 12. 2006 3
" P. MC. 63 PG. 38 I
h 3
}- I 'PLANNED GROUP OF STRUCTURES" 3
~ I - - - - - - - - - - J 1- P.P. _
i I
© 8" THICK, MESH REINFORCED, PROPERLY JOINTED RFs ?O. VACANT
BRUNSWICK ELECTRIC
~ + � M
CONCRETE SHALL BE INSTALLED IN DUMPSTER PADS � I EXISTING LAND USE:PROPOSED LAND USE: COMMERCIAL/RETAIL $
i \+\+
F q� MEMBERSHIP CORPORATION 1 I I OUTPARCEL-9A o PARCEL NO, z
I 0.90 AC. i 2030001601 2362 0413 z
" ^" EICISI'ING• SUBSTATION 2.43 AC. i OUTPARCEL-9B
2030001301 2362 0409
PRIOR TO COMMENCEMENT OF FILL OPERATIONS AND/OR WETLANDS• �,P•P• � DEED BOOK
MC 63 pC AGE 1092 � 1.30 AC. I ,, �} �
UTILIZATION OF ANY OFF SITE BORROW MATERIALS THE - I 2030001304 2362 0402
a
CONTRACTOR SHALL PROVIDE REPRESENTATIVE SAMPLES � ~ � PROPOSED ( 20300015 50 187
OF THE PROPOSED FILL SOILS TO THE GEOTECHNICAL ^ I x
ENGINEER. �~ ~ P.P. LOT UNE ---" - N
•I`" - TOTAL BUILDING GROSS LOOR AREA:
) ul
BUILDING GROSS FLOOR AREA � c
� 1 I � � u
IN LIEU OF MASS UNDERCUTTING, GEO-GRID MATERIAL " ~ ~� x -� z - Z LowE°s FOODS sTOR 45,72o SF w
DUMPSTER x /j"�"� SHOPS A. B. C. D 44.900 SF W W o
SUCH AS TENSAR BX 1100 SHALL BE INSTALLED TO -� TOTAL 90,620 SF z z
STABILIZED THE PAVEMENT SUBGRADE. AT THE DIRECTION NIF CORRAL I 12'x135'
sUSAN B. COLBY x LOADING ZONE T U OF A LICENSED GEOTECHNICAL ENGINEER. DEED BooK 1106 PAGE 1057 « x� #.P. / I PARKING REQUIREMENTS: ,,j,,,
">
ARCED 20300013
x-x--x-x / / / I REQUIRED PARKING 453 PARKING SPACES (1/200 G.FA) W Q
-91 SPACES WfH 20% REDUCTION = 363 SPACES) ..�
ALL FILLING OPERATIONS SHOULD BE OBSERVED ON A FULL-TIME BASIS BY A QUALIFIED GEOTECHNICAL ENGINEER. i / ( PROVIDED PARKING 419 PARKING SPACES Y
« -- Q �I
SEE SHEET C0.1 FOR GENERAL NOTES AND LEGEND. /^` / 12'x55' ) i � HANDICAPPED PARKIN, REQUIRED 10 PARKING SPACES PROVIDED 14 PARKING SPACES
w � I � K1t�',
LOADING / a I ) HANDICAPPED PAR
CARWASH STRUCTURE, VACUUM ISLAND, AND WATER ~ I ZONE / ,� B OUTPARCEL-f
RECLAIM SYSTEM TO BE DESIGNED BY OTHERS AND IS (NP) I f.00 AC. cal I GENERAL NOTES:
NOT PART OF THESE PLANS. BUILDING AND EQUIPMENT �' 'EXISTINQ " I BMP AREA © BUILDING F I 1. MAXIMUM BUILDING FIGHT IS 40. HEIGHT OF SPECIFIC BUILDING STRUCTURES WILL
ROOM SIZE IS APPROXIMATE. THE DEVELOPER SHALL BE I WETLANDS EXTENDED DETENTION fn 4s 5 ( ml BE SUBMITTED WITH INAL BUILDING PLANS AT FUTURE DATE.
RESPONSIBLE FOR COORDINATING THE DESIGN WITH AN /
ARCHITECT AND THE SITE ENGINEER TO AVOID ANY I ~ . WETLAND AREA '3'
CONFLICTS. SEE UTILITY PLANS FOR WATER AND SEWER « - I � o � 2. MAXIMUM IMPERVIOUS IS 80% FOR OUTPARCELS 1 THRU 98. MAXIMUM IMPERVIOUS IS
•G // / / c/ n m 1 41.152% OR 43,560 SF FOR OUTPARCEL 10 (BEMC SUBSTATION). SEE ADDITIONAL
'< IMPERVIOUS INFORMA 10N TABULATED BELOW.
SERVICE INFORMATION TO SERVE THE CARWASH SITE / � / G � © 6' TYP
AND TO BE INSTALLED BY THE G.C. AS PART OF THIS " PROPOSED PUM \���y�cP 1 e z
PROJECT. I OJ�y o p ilf---- -- ''� 3. UGHTING MAY NOT CCEED 40' IN HEIGHT AND MUST BE ARRANGED SO THAT IT IS
STATION WITH„ 6 0 : h > O DIRECTED AWAY FROM STREETS AND ADJACENT PROPERTIES.
CHAIN LINK FENC ��•.. �`" - � ���
/ W/ SLAT DUMPSTER / 17
° 4. UNLESS OTHERWISE NOTED, PROPERTY LINE IS LOCATED FROM BACK OF CURB.
I "SEE PUMP~STATIO CORRAL p f t
/ PLANS FQR DETAI Q B e t I � I P P ti 5. OUTPARCEL DRIVEWAY STUB LOCATIONS TO BE DETERMINED AT FUTURE DATE.
i Rl
« ~ Q OUTPARCEL-2A I o 6. ALL BILLBOARDS MUST BE REMOVED PRIOR TO THE ISSUANCE OF BUILDING PERMITS.
o.n AC. � I cn ...� Z
B a ! PROPOSED I I i l � 7. REFER TO SHEETS C4.3 AND C4.4 FOR SIGNAGE AND STRIPING. W Q
BMP AREA VARIABLE"WIDTH . / / ( LOT LINE I 8. IMPROVEMENTS TO 4C 211 AND MIDWAY ROD ARE COMPLETE. J
EXTENDED DETENTION I UTI 1TY EASEMENT - Q 1a�S is e
WETLAND AREA '1' TYPICAL . ~ o� B I 1 ��
4 " o I zo Q © o f I o w
" « / l iq L hid o W
{ A L ..J 5 K ' STREET SIDE: 15' >
EXISTING B I I FRONT: 115 0
/ 4 WETLANDS // / // © O 25' ADDITIONAL RIGHT OF W I REAR: 6'
I BEING ACQUIRED BY NCD,
. - cc a I CURRENTLY OWNED BY M
IMPERVIOUS AREA DATA
` B j OUTPARCEL-2B I i
/ '�•-- `r I Q I 1 1.00 AC. ( TOTAL APPROVED IMPERVOUS AREA = 1,216,200 SF
Q VARIABLE WIDTH I ILOWES I 15 's I PARCEL PER
Rr DESIGN AREA
UTILITY EASEMENT ADDITIONAL FOR FUTURE EXPANSION + 15,000� 5 F SF
U-8 _J TYPICAL ( LOWES PARCEL INCLUDING FUTURE AREA = 487,765 SF
PROPOSED I
SETBACK LINE
l 3 N N
(TYP) ( OUTPARCEL ALLOTMENT = 1,216,200 SF-487,765 SF
\ I :+" ''•` 1 B = 728,435 SF TOTAL
EXISTING . (2) - - - -
r4 WETLANDS ( ,.: 12'x85' -- - �. ht - - - OUTPARCEL IMPERVIOUS `6l OTMENT
LOADING
\� . • ~ _ ~ ZONES QQ . s - " LOT NO, (S.F
A.- - - - - O OP#1 39Acifi
om
_ v
OP#2A 28,415
a-)CADWAU
io o B OP#28 39.4.88 z
25' ACCESS 12'x55 I o I PROPOSED
"0 CODING I. / PROPERTY I P.P. ., - OP#3 59,658
l EASEMENT / U ,` ZONE I I UNE AT BOC a:l D
f I \NP) o � # \J-
� a to I FREE STANDING SIGN Y �_ OP 4 79,432
10' FORCE
EASEMENT- W• BMP AREA sf I 0 OP#5A 23,230
:.o Q I OUTPARCEL-3 . m a Q
N/F 20 P EXTENDED DETENTION °' o tt I OP#5B 50,166
SUSAN B. COLBY D UBC/C .,, a WETLAND AREA '2' ~• e to 0" 1.51 AC. <y
DEED BOOK 1106 PAGE 1057 F.q M GF ~� T '� ( ?^'� cc B I rI gin( ( �-� OP#6 55.307
PARCEL# 20300013 ENT �� t "`^ 9`O r z " u
OUTPARCEL-BB !� -` CAR ? I ,; C p Ow(
1.70 AC. If ASH Q F �" / �6* NP. w OP#7 58,G76
r qq
X VARIABLE WIDTHCQ OP#8A 45.024 -� u
UMPSTER
UTILITY EASEMENT L
"VACUUM CORRAL 10 B I v OP 8B 67 172 1�1 �' N?1��I
) B N o f I 1
TYPICAL f P COw..' ./ ISLAND fl' TYP. A o B m OP#9A 35,533 .E V c IVC
S GD Q 9 1a t I 'n m l ii Q Lu
OP#9B 51,353 MAR m`
p O
f I OUTPARCEL-ar SSI F p�S (V 4 1 I I
If 1.14 AC. / URPOS 40 l / / / e I _L J Is W- r, BEMC LOT 96,043 sa
l� O
OUTPARCEL-7 I g �`� B is .- ,•�'
),j
f� PROPOSED Ll
PLOTOUNDE /� .. ' I ` SITE ADDRESSES: IVE ~
PROPERTY / I 5' TYA >� �o iq 1
f5 LINE AT BOC �/` I LOWS FOODS: 2829 MIDWAY ROAD, SE
TOP CEN J OUTPARCEL-6 r u �� I I OAK ISLAND, NC 2$422 MAY 201
_ k '
BUILDING A: 2831 MIDWAY ROD SE BY
i gg 5 n.urnC RULPHCNE wtEuaEss�uP OAK ISLAND, NC 28422 O
PROPOSED l� TYp 27 MUM aoaa na PAW 370 o
W \ S€fBACK LINE /► OUTPARCEL- / P"R ' ' INDIVIDUAL UNITS WITHIN BUILDING A SHALL BE ADDRESSED AS 2831-1. 2831-2, ; �) 3
0.94 AC. 5A OUTPARCEL-4 I 2831-3, ETC. �� �°-
Y �. EXISTING OUTP27CAC. 5B 5' TYP 2.01 AC. I P.P.
1 BUILDING B: 2827 MIDWAY ROAD, SE o
o ``�. •~. _ _ ` = R/W (TYP) FREE STANDING f i 5' Np x I I OAK ISLAND, NC 28422 C0
•� -�. ~. SIGN N
wl a :II 0
I 0
w 0D INDIVIDUAL UNITS WITHIN BUILDING B SHALL BE ADDRESSED AS 2827-1 2827-2 6 0
o Ir STORM _� ( �� 2827-3. ETC. ' v v Z
DRAINAGE _ GROUNDWATER NOTE m N -Q N
N ` EASEMENT 01 I THE o o o
t ` w i BUILDING C: 2823 MIDWAY ROD, SE ANTICIPATED ON OF GROUNDWATER SHOULD BE
THIS PROJECT. CONTRACTOR'S BID
�.
m( +, ; OAK ISLAND, INC 28422 SHALL INCLUDE CONSIDERATION FOR ADDRESSING v m
THIS ITEM. 3 u
1nl INDIVIDUAL UNITS WITHIN BUILCING C SHALL BE ADDRESSED AS 2823-1, 2823-2, � a s
2823-3, ETC. 0 3 v E
v v
J MUM 46 CA8 go
CK a ° O
/�/G, OAK ISLAND, NC 28422 0 ° °°°°° /°
`- �ryP ---- L BUILDING D: 2819 MIDWAY ROAD, SE �°° 2 °° �
SEAL
` _ INDIVIDUAL UNITS WITHIN BUILDING D SHALL BE ADDRESSED AS 28219-1, I"'
3 cf W #2// R ~- ( 28219-2, 28219-3, ETC. 0 28948 a o
Z ~ oF Kq Y ``� C NIF o \ \
MICHAEL RICHARDS o /v°o/oA}G may!°vI°o °oo o .t QM
DEED BOOK 930 PAGE 668 00° °vov0000pO° °°° c� F
03
i 0 � a
FINAL PLANS 9
T ` V
a � _
m Q
APPROVED FOR CONSTRUCTION
Cs
M ^► ` L
\, t GRAPHIC SCALE
80 0 40 80 160
1 inch = 80 ft. r 1

N'
(III t a
i
N/F "
LINDA SPENCER BOWLING iIIII I z
DEED BOOK 789 PAGE 986 ({III I Total Downstream Upstream Downstream Upstream
LEGEND PARCEL,f 20300016 \ ( II I Downstream Upstream Section Length Slope Velocity W
kti '2„,CP W1F.E.S. { System Material Invert Invert Rim Rim
�/ Node Node Size (ft) (ft/ft) Out(ft/s) v�
---CL CL---- LIMITS OF DISTURBANCE I I Flow cfs Elevation ft Elevation ft Elevation ft Elevation ft Z E
g \ CB-3 CB-12 27,82 36 inch HDPE 190.6 34.93 36.75 0.95% 3.94 46.30% 44.10
250 �a _40-
�-" --- = - -"' -" J - ` �"� ; ++ I CB-3 CB-4 50.48 48 inch HDPE 120.88 33.93 34.29 0.30% 4.02 46.30 45.30 >
CONTOURS (MAJOR) N/F 4 ��' - 60' WIDE _ER�gA7dEAt RUNSWICK aq �-
KENNETH S. S7ILLER ET, UX 4 / / - - - - _Et6A?tC CORPORATION EASEMENT / I I o
DEED BOOK 316 PAGE 600 /� 42 - \ AND ACCESS EASEMENT/ ,/ \ 1 / �1 I CB-4 CB-5 49.4 48 inch HDPE 51.2$ 34.29 34.44 Q.29/o 3.93 45.30 45.10 r
249 CONTOURS (MINOR) PARCEL# 1870000101 ko-�/ \ ,4C.k$�PG. 38 / \ / 3
(�'' -_ - - - -- - - - \-- -� ! I CB-5 CB-6 40.62 48 inch HDPE 92.73 34.44 34.72 0.30% 3.23 45.10 44.30 a 3
STORM DRAIN a� // %/ x-x-a3cf jx,�x x�x�+�,\ \ = - _ \ f < - 1 ICURB„ 4 , ( CB-5 DI-16 9.44 18 inch HDPE 121.12 39.65 40.93 1.06D% 5.34 45.10 44.80
+ VII
I W-41• ` CB-6 CB-7 34.03 42 inch HDPE 151.47 35.22 35.67 0.30% 3.54 44.30 43.60
BRUNSWICK ELt1GTRI - N. .. \ , r as - p� M
CATCH BASIN 4 / // j/ MEMI�ERSH/P CORPORATION lX \ OUTPARCEL-9.A- ''' { I / 1 / CB-6 D I-20 6.65 18 inch HDPE 100.12 38.74 39.39 0.65% 3.76 44.30 43.90 Z
A2- x UBOOK 3 0 2AG AC, { OUTPARCEL-98 0yQ Ate t CB-7 DI-22 25.02 24 inch HDPE 13 35.67 38.47 21.54% 7.96 43.60 43.50
„ $� � D �D BOOK 3009 PAGE 1092 x �
a a I x MC 63 PG 38 { / / { )� l _ 37.39 37,79 1.43% 1.13 43.60 43.60 Y
DROP INLET x / I y 1 CB 7 CB-8 7.98 36 inch HDPE 28 .�
C13-8 DI-9 6.07 15 inch HDPE 14.94 37.79 39.50 11.45% 4.95 43.60 43.50 IL
+ 100.00 SPOT ELEVATION 1 #m �� // / / i _ J /-- \\ - - _ - .- -I- ���5 CB-12 CB-13 15.54 24 inch HDPE 28 37.75 37.84 0.32% 4.95 44.10 44.10 �'��/ o
/ ( I I - - 7.75 37.80 0.34% 3.61 44.10 43.50 w. 09
CB 12 DI 15 11.33 24inch HDPE 14.57 3 ° W L
N/F / \\ w I \v/ / '> ( I I CB-13 DI-14 14.41 24 inch HDPE 14.69 37.84 37.89 0.34% 4.59 44.10 43.00 W W 0
SUSAN B. COLBY r ( I 1 1 ° T z
DEED BOOK 1106 PAGE 1057 R \ x� -_ x / I 1 w,,., CB-18 CB-19 0.96 15 inch HDPE 42.6 41J7 41.90 0.31/D 0.78 45.40 45.00
PARCEL#20300013 N _ i _ / - r � - (� II CB-23 DI-23A 11.01 24 inch HDPE 13.71 39.05 39.35 2.19% 3.5 43.30 43.00 Z
. ) - "" x � { x m
\ �' I / / - - - > // 11i •,I 1 CB-25 CB-26 11.71 24 inch HDPE 61 35.37 35.55 0.30% 3.73 43.00 43.00 W o
II �•
-41 \ kti \ - �� / - \ 1 II II CB-26 DI-27 8.65 18 inch HDPE 14.71 38.98 39.10 0.82% 4.9 43.00 41.50 v
- III II� CB-33 CB-34 62.5 48 inch HDPE 75 35.63 35.87 0.32% 4.97 45.50 45.50
N1�420•
CB-33 DI-43 0.3618inch HDPE 67.69 41.10 42.40 1.92/D 3.68 45,50 46.45
CB-34 CB-35 54.2148 inch HDPE 147.95 35.87 36.31 0,30% 4.31 45.50 45.80
r ( - P // BUILDING SF' /1 I( (I i I/ I I CB-34 DI-45 10.61 18 inch HDPE 15.25 38.37 39.00 4.13% 6 45.50 45.47
aEW' / / FFE = 46.75 /�e OUTPARCEL-1 I © o
1.10 AC. { I I II 1 CB-35 CB-36 39.65 48 inch HDPE 203.6 36.31 36.92 0.300 3.16 45.80 44.50
� CB-35 CB-46 20.05 42 inch HDPE 135.81 36.81 37.10 0.21/D 2.08 45.80 43.04
/ // G° - so % A/ I , L- - I I `C CB-36 CB-37 33.24 48 inch HDPE 170.4 36.92 37.40 0.28% 2.65 44.50 44.50
»A5aAa. -� �° ]] / { { / �- / / E- 0J�9,�oa �l \ / ( - I I O CB-36 DI-56 5.42 24 inch HDPE 41.21 36.92 37.27 0.68% 1.73 44.50 43.50
g DRAINScrfp. k I _� jl� CB-37 CB-38 9.98 48 inch HDPE 108.48 37.40 37.73 0.30% 0.79 44.50 45.40
CB-37 DI-57 10.24 24 inch HDPE 42.51 39.40 3950 0.24% 3.26 44.50 43.50
{ l // / I \ II ' �1� CB-37 DI-50 16.14 36 inch HDPE 100.95 37.90 38.24 0.34% 2.28 44.50 43.50 7�
/ N If //// I I �UTPA;;;RCEEL-2A \ I o Z{ I/ 4 i � i � m CB-38 CB-39 9.52 36 inch HDPE 43.71 37.$8 38.02 0.32/0 1.35 45.40 45.70 Q
0.54 AC. z
(n CB-39 CB-40 9.75 36 inch HDPE 104.97 38.02 38.34 0.30% 1.38 45.70 44.20 r ,
/// I I � CB-40 CB-41 7.95 30 inch HDPE 61.81 38.84 39.03 0.31% 1.62 44.20 44.20 U Q
B AREA I \ J ( D z
CB-41 DI-42 6.15 24 inch HDPE 13.89 39.53 39.58 0.36/D 1.96 44.20 44.00
LIMITS OF DISTURBANCE / ro m (I / t� p'= LU%"- Dom/ ( I _ I j ! �i t� CB-46 DI-49 9.47 18 inch HDPE 15.05 39.00 39.10 0.66% 5.36 43.04 43.55 Q W
/ ED #L 1 / I 9 ucryp .J �' 10 CB-46 CB-47 8.4 36 inch HDPE 40.11 37.60 37.70 0.25% 1.19 43.04 43.27
DETENTIO WETLAND / `� /
J AR '1' / a / / L_ "" I { /°' ( (/ OUTPARCEL-28 I I +; ' \ CB-47 DI-48 7.37 24 inch HDPE 13.92 38.70 39.00 2.15%D 2.35 43.27 43.77 t� <
J 1.08 AG { CB-59 DI-60 0.45 15 inch HDPE 82.29 41.00 41.42 0.51% 0.39 45.30 46.55
f ' � / � / J { I ✓ , 1 , � I � I I I z
DI-16 DI-17 5.94 18 inch HDPE 120.11 40.93 41.29 0.30% 3.36 44.80 45.40 _..!
f-" -/ �4�/jJ ` f �I�� / ca / { ( W-41.75' DI-17 CB-18 1.8715inch HDPE 75.62 41.54 41.77 0.30% 1.52 45.40 45.40 --� Q
% ry
DI-20 DI-21 3.7 15 inch HDPE 119.86 39.64 40.00 0.30% 3.01 43.90 43.90 Q
/� \ I I I I�IN�41,� DI-43 DI-44 0.18 18 inch HDPE 24.82 42.40 42.50 0.40% 0.85 46.45 46.45 Q
DI-50 CB-52 2.76 15 inch HDPE 100.39 39.99 40.30 0.31% 2.25 43.50 44.00
�. ---- i � I DI-50 DI-55 2,31 18 inch HDPE 120.33 39.40 40.00 b.50/D 1.31 43.50 44.80
\ I \ / / �� cx ! { DI-50 DI-52 8.62 24 inch HDPE 91 39.24 39.70 0.51% 2.74 43.50 44.20
p' , i I ( � oN III \ ( ( { j ! �,I DI-52 DI-54 4.04 18 inch HDPE 120.38 40.20 40.57 0.31% 2.29 44.20 44.60
( ; (\ / �� I a a I { DI-52 CB-53 1.37 15 inch HDPE 101.12 40.45 41.00 0.54% 1.12 44.20 45.00
I (I ( ( - - - - DI-60 DI-61 0.23 15 inch HDPE 41.87 41.42 41.63 0.50% 0.32 46.55 46.60
' 1 t EX CB CB-33 63.43 48 inch HDPE 136 35.22 35.63 0.30% 5.05 43.27 45.50
- ( I EX CB-32 CB-58 2.98 24inch HDPE 16.25 37.22 37.50 1.72% 0.95 43.27 44.90
/ � a � °' �..\ \ I I \ � � ♦ Eoc�maws - - - i
I\IMI { ] / / 1 - �"� - - I EX DI-2 CB-3 74.49 60inch jHDPE 188.21 32.36 32.93 0.30% 3.79 43.66 46.30
._� / EX DI-2 CB-10 10.2 18 inch HDPE 127.25 36.00 38.00 1.57% 5.77 43.66 45.20 M
� - EX DI-2 CB-11 2.6 15 inch HDPE 20.06 36.25 39.00 13.71% 2.12 43.66 44.20 C
MU aEV- .54 N ' ' s9 �✓ / / \ 1�\\ �l \ I + I I I EX DI-30 CB-59 4.69 15 inch HDPE 112.73 39.15 41.00 1.64% 3.82 42.40 45.30 z
\\\�\ /51�I I I IJ J /I i ( 4 ( 1 I I JB-22A CB-25 13.93 24 inch HDPE 61.39 35.18 35.37 0.31%D 4.43 43.00 43.00
1`
I ` I ICI �' JB-22A CB-23 11.46 24 inch HDPE 62.83 35.68 36.00 0.51% 3.65 43.00 43.30
JJ I I I I O-4 EX DI-2 84.65 60 inch HDPE 120 32.00 32.36 0.30% 4.31 37.58 43.66
/5 \ I II �DUNS �� � \ '' � 0-5 EX DI-30 4.94 24 inch HDPE 74.67 36.00 38.40 3.21% 1.57 39.00 42.40
AR A \ \\ OUTP CEL-3 . I I \ a
N I I { c 0-6 DI-51 12.3 18 inch HDPE 78.29 34.00 36.00 2.55% 6.96 39.00 QD 43.50
o • Q I 1.51 AC. ( I I
\4 I 'nR, l I I { 0-6 EX CB-32 65.11 60 inch HDPE 72.59 34.00 34.22 0.30% 3.32 39.00 43.27
�I \ J I J { /I I I t y m 0-7 DI-29 0.77 18 inch HDPE 124.85 35.00 36.20 0.96°/D 0.44 39.00 46.30 _Q
l IOUTPARCEL-8B /l I/ / 42D I / I II 1 Z 0-8 CB-100 14.82 15 inch HDPE 117.92 39.50 40.00 0.42% 12.09 44.30 44.30
1.70 AC. /l I / _ `�9, / 4 �. I I 11 I I I I r-jl I I o-\ - C
I I / I = I;{ I \ ( \ { / { I I I 0 9 EX CB 22 0 24 inch HDPE 80.85 35.00 38.48 4.30/D 0 37.29 43.00 u
0-9 EX CB-24 0,0924inch HDPE 80.39 35.00 38.16 3.93% 0.03 37.29 43.66 z
_.., 0-10 JB-22A 25.1 24inch HDPE 60.44 35.00 35.18 b.30%D 7.99 35.00 43.00 L1.1
/ IINV 41.9 lI I I \\) O U_j m
oUTPARCEL-tea � � �\ / {\ ���� e \\� / / / I I � � � i�, I �.. J
11
.+ - ' Lu
l/ % \ >� 1,J►� !4 - -- -- - -- _ - -�/ \ l NOTES o
06000
OUTPARCEL-7 I / �* - 1. SEE SHEETS C-5.1 AND C-5.2 FOR DETAILED GRADING AND DRAINAGE PLANS. °o°° CAR0, % O
1.45 AC. � if \�`�- t`�. � 1; � �t fey' � ,1.so• o o° /°OOoo/�• °oo S
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DEED BOW(723 PAGE D ,� 0080000 ,�
/ ` \ f{` / /, / / 1 OUTPARCEL-5 I / PARCEL# 206818325451� { '„ O
1.78 AC. / OUTPARCEL-4
44 , 44 _ � / ', - 2.43AC. € i , fFINAL PLANS
yf tt J
aD 5•x 5 .� .. \ CIjEGlAbAM l l / c- 44 _I
L1iR I
N - ~ -%' _` \� j \\ APPROVED FOR CONSTRUCTION DO
all 0
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` �\ 44 kk INV NY-41. L. I I m
m -a
`
NOTES - _ _: / f @ _� °
3 ~ +•..,� _ \ \ ` ! \ 11�a�.,., \qyt` / // \ I ( / i I I"' SS•' G1 U 'L7
i. STORM DRAIN PIPE MATERIAL TO BE SURE-LOK sTE477 DUAL -`..,,�` � � � � \ f__(I ►U
WALL HDPE OR PIPE WITH CORRUGATED OUTSIDE, OR RCPIII{
CLASS III PIPE. a
2. STORM GRAIN PIPE MUST WITHSTAND TRAFFIC LOADS. `. 1�� I -- -" ��� ;,gam \_ \ -. I I ra
3. BUILDING PADS TO BE SURCHARGED IN ACCORDANCE WITH ✓�p� G/-/�q \ 11 `-� �\�� •, `` \ +* R '"4f Q - I I I ECEIVE
GEOTECHNICAL REPORT BY ECS CAROLINAS, LLP, DATED MAY � ;:.BQ I I I +- i
0 26, 2005.
GF Z •�"{+� `�\\\`\� • N/F DROP INLET I I 7) Q
4. HWY 211 & MIDWAY ROAD DRIVEWAY STORM DRAINAGE PIPES wAr �,� MrcHAEL RicHARDs �o .,�a) t
0 WILL BE DESIGNED IN COORDINATION WITH NCOOT REQUIRED -D ED BOOK 930 PAGE 668 INVAv-,1.s
�^ IMPROVEMENTS.
a 5. OFF-SITE ROADWAY IMPROVEMENTS TO BE SUBMITTED UNDER
C SEPARATE COVER PENDING FINAL REVIEW OF TRAFFIC IMPACT _
° ANALYSIS FROM NCDOT.
6. THE STORM DRAINAGE SYSTEM SHALL BE FLUSHED OF ALL ' �� ` �-`' I I
C SILT AND SEDIMENT PRIOR TO TURNING THE SffE OVER TO `� _ '`� -1 . \ \ c. GRAPHIC SCALE .� o
.� q� / I I n 80 0 40 80 160 p
THE OWNER. �` _ �.� \ \\\ \ / � I I \ a�
4 7. THE BMP SHALL BE CLEANED OUT AND RESHAPED TO THE I Ifm
h DESIGN CONTOURS. ALL VOLUNTEER PLANTS SHALL BE - _ �47" \ _ _ _ +I !� C I,� \
REMOVED AND THE NEW PLANTINGS INSTALLED PER THE
'``�,�` -_ j < �/ 1 inch = 80 ft. W
APPROVED PLANS.
8. THE SURCHARGE SOIL ON THE BUILDING PADS SHALL BE ` a
n SCREENED OF ORGANIC MATTER AND UTILIZED AS FILL
o MATERIAL FOR THE OTHER AREAS OF THE SITE,
0 9. THE EDGE DRAINS SHALL BE 12 ADS AdvanEDGE, CUSPATED ' �..., -- 4 / - , GROUNDWATER NOTE
TYPE OR APPROVED EQUIVALENT. DRAINS SHALL BE INSTALLED `
o BETWEEN THE CURB & GUTTER AND THE CABC PER THE
\ a R ~�� \ THE PRESENCE OF GROUNDWATER SHOULD BE O
o MANUFACTURERS SPECIFICATIONS AND CONNECTED TO THE `� // R �- ,use z
t ` \ ` ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID °
M CLOSEST STORM DRAINAGE INLET USING 6 DIAMETER HDPE
_ SHALL INCLUDE CONSIDERATION FOR ADDRESSING
PIPE. `� / / `~ ` ` THIS ITEM. s
Y

LINDA SPENCER BOWLING i 'I►I'I I� Co
LEGEND DEED BOOK 789 PAGE 986 � 1111
I Q
LIMITS OF DISTURBANCEPARCEL# 20300016
CL Z
k� 12" RCP W/ F.E.S. I I1
V
r \�/� /INS DUT=41A I II II ' J
250 �o ► / c - I)I II I Z 09 E
CONTOURS (MAJOR) o °
249
CONTOURS (MINOR) d - - - 40 -- ` _ - - // / >
N/F � /` / - - -- - - 60' WIDE PERtCh`Ar/�-8RUNSWICK q2 "i __ _ 44
y
/ / - 42 - \ ` _ ELE-ETRtC CORPORATION EASEM�
STORM DRAIN KENNETH S. STILLER ET. UX _ \ / \
DEED BOOK 316 PAGE 600 `~ -
CATCH BASIN PARCEL# 18700007 01 o _ / _ - 43 -\ \ AND ACCESS EASEMENT,- // , I /�f I N
L PG. 38r - - - - - - - - - - \ I `� oc m
. DROP INLET �-�x�x Lx-&fix-x fir-.�\ \ �&� - - I / i ' fl I ( z
� CURB NLE I I d
- \ i FgOWLINE EV=
° i / / / \� u I 43f IF
OUT-4 .9.' 1 n
+ 100.00 SPOT ELEVATION / /x e / ,�� i
- I IN=41.8 ! �
BRgN�SWICK ELL�amlc _ _ �'+ I / _ - - i 44 - �� N - "
e/ MEMPERSHIP CORPORATION I I OUTPARCEL- I I I o//j I m
SUBSTATION 2.43 AC. LLI
OUTPARCEL-9B 0 ��� 166 / W W
DEAD BODK 3009 PAGE 1092 x I 0 j / T _z z
!! l l i
MC 63 PG 38 I ! 1� 1/3�-A�` , I /JI + I u
42.50 Lai
3e
x
f dj
a2.60 I I
< / 90 Pour W �- WI -+� INV=40.5'
iri-
42.6
NIF
SUSAN B. COLB Y
DEED BOOK 1106 PAGE 1057 � I 43.50
1
x
I I
/ S J] I 1 ^INV=41.5'
PARCEL# 20300013 � � . .. ._l �. � a _ I I 5.00 1 III( ,
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T..- / x--x-x----x--x'--�s�x----x---x--x----x--x---x
i �
XS HP 46.60 4 I tl"l+.I I Ii
+A
15.40. 45.50 45.50 '� 6.1 �. w{ I
d /
/ .00 . W ) w \ -T W # Lij I I I
JJd` �I I I I I I
✓ u2
\ \ ` I ► / I / 3a \ ) as. a, / ' t0AU1NG'-Z ml I I II INV=42.0' J
\\ 36 / 50 1 ( III plies Q r1
V
4.
+ 1 �� III III III w
9 \\ ( y r /I J, \ I I I / W RIM ELEV 36' �� / r_� 48.60 sO\ HP 4P4o �` I O UTPARCEL- 1 I 1 I J I I rI (�
j6 �. as.a5 , , 1 V� I � I/ lNV=42.1'
- I M P �� ,� 46.E BUILDING D \ 1.00 AC. I I V
/ I J NE ELEV=4 . 6` 90 '� 6'60 12 375 SF /� 1 I I I I ® 7
�a 5 / �o r / 6.5° FFE = 46.75
STRUCTURE
r , r/
7 V
+48.90 #8.85 46.65 4b.6 .50 8.85 .85 n 86 4865+/ 4.85 48.4 N S \ I i I I I -Lj
/ // __, _-._ ✓� � I / �°� I I ``.. /r'✓' � / // �" G F 0 - _. �° _.- 5 s^ / / 46.50 46. � i --•_ \. I I � ! ��
('�// NGE STRUCT RE -,../I I II / �� ( I '` �� •'� -` f / �� �\�Q��
l WE/R ELEV= 5.72' J j9 V J I lil ✓ I r as.zo ,b.7o N� O c-_ -+- ---_ I I I 1
�fj J I I`I I ` - J I .9 i, % V���,, / Y�. `�_ 45. 45.+ 45.80 45.80 Q.� 44.90 /., . .. . . ... .-_.-.... -...�......�.._, I I
/ I I a"a. * .O I \ I 9 A -� \�('VV - `_�� p64f'_ ,�yy .... .7,.--. ..-- d-1
45' ,g?° N
46.55 Y_ �� / a5.10 45.80 44•O
11 I I 1 / _ li _r
J 4.,1 &- �90 44.50 44.00 45.0 \ { TN
� / 0 44.6 .50 .5 4 44. 43. / I 44
42 , 4 46.70 - �cP // o I 0 44
// I I ►d / \\FLOWLINE ELEV=42.02 / 46.90 0, f // 4s.5o 45.60 S
/
44.70\
Iiif w \ Q I 0 40 46.60 46.70 ""d // / \ ► \
44 Y4Y4 N 46.ao /-�, // � J 45.00 \\ I 16o OUTPARCEL7 2A I \ I I I o
5 0.72 AL.
0
/ B AREA 1\ yd I + / 5. 45.
� 45.70 + / � 45.50 \ 1 I I
❑ z
1 - L�- 4a. \ I /
48.80 ❑ I CD 45.00
icy dy
146.80 46.1 i i I Jc O I) a+ .7 ,� /20 J 4 \ I / I I O
C7( I D N 45.80 44.50
47. �
6 I / coW `L
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i c
d•' ~�, 0 46.20 ,`"+may`
N ri Aft (.P 45.50 '' I 11
l JJ SS SS I�a ' I , kk44.5o
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44.40
l I / r r ! %' 47 �i/ I / r) CC µ ,3.5 I o
/ 9 ^ \ ✓ 1 g 44.00 ZI
.r � / wl I I I li INV=41.75' Z
50 ' 0.5.80 $ / coi• w / I I II I W 3
.. .� ' c
45.30 45.30 45.20 44 a OUTPARCEL-2B �I I �� ICI W
1.00 AC. wl I
m1 I al + INv=41.8' W
36 1)� //I��� i 45.10 eo 45.30 OI
LD
4� 4.6 45.
I
cc c 5. 45 I I I
w / !( I/ / / L11 © \ a5.3o tj 45.30
g 11 /l I/ \� I I / \V / 28a_+ 4 � � II __ I / I I
W 11 I 1I e .... 1? \ / �� / / It/ ra v- 45.40 45.40 45.60 i
J i
l l \ _ s
\ M- -.�_ _
r^.r / ! I I 46. 46.30 45.80 .50 �Op --46.70 \ 0
i
a 8
C 0 46.II 10 0 6.10 46.10 48.60 ' -� 45.20 3.70 I I - __ �- �- - - O
00 / \ J +Y i •� \ \ �\\ i 45.20 .9 46.10 44.10 I I �-
r.
CN
k) Xu' I I \ \ W I \_ 9901 �1 45.20f W4s.4 -__ 46.
�i 4 44.
4s.c
-1115
'� I lJ + + m 46.10 145.9Cq
I I N
90
\ . \ ,`
- v N o N
ISMI �„ !/�'7-� \v 1 I o161 45.70 45.70 45.2 .70 / N Z
ro .2
m-I ...� cn O O
MATC H LI N E���� < � ,� I , r . � , .y , ; W � � �5a o .9 a z 6!YO
g F SHEET - 1 m
C 5. 2 I
L m o
Y NOTES a s
1. STORM DRAIN PIPE MATERIAL TO BE SURE-LOK STF477 DUAL
0 3 v U E
WALL HDPE OR PIPE WITH CORRUGATED OUTSIDE, OR RCP
CLASS III PIPE. MINIMUM COVER TO PREVENT FLOTATION BY,-
N� 2. STORM DRAIN PIPE MUST WITHSTAND TRAFFIC LOADS. OF DUAL WALL HDPE PIPE
tb a
�, 3. BUILDING PADS TO BE SURCHARGED IN ACCORDANCE WITH NORMAL MINIMUM NORMAL MINIMUM
o� GEOTECHNICAL REPORT BY ECS CAROLINAS, LLP, DATED MAY
i 26, 2005. DIAMETER COVER DIAMETER COVER
_ FINAL
� � m
04. THE STORM DRAINAGE SYSTEM SHALL BE FLUSHED OF ALL (IN•) (IN.) ON ) (IN.)
to
0
SILT AND SEDIMENT PRIOR TO TURNING THE SITE OVER TO o 0 0
a THE OWNER. 18 13(559) 42 29(12169)
0 5. THE BMP SHALL BE CLEANED OUT AND RESHAPED TO THE APPROVED FOR CONSTRUCTION
DESIGN CONTOURS. ALL VOLUNTEER PLANTS SHALL BE 24 17(711) 48 33(1372) z
REMOVED AND THE NEW PLANTINGS INSTALLED PER THE 30 22(914) 60 40 1702 i
( ) o rf
APPROVED PLANS. a Z
Q3N
v°
6. THE SURCHARGE SOIL ON THE BUILDING PADS SHALL BE _ o
o SCREENED OF ORGANIC MATTER AND UTILIZED AS FILL J
� oFL
i MATERIAL FOR THE OTHER AREAS OF THE SITE.
3 NOTE: SCREW ANCHORS REQUIRED WHEN MINIMUM COVER IS NOT ° °o O o°oOOo a
PROVIDED ACCORDING TO ABOVE TABLE. REFER TO DETAIL SHEET
AND CONSULT PIPE MANUFACTURER.04 o 0 m
GROUNDWATER NOTE SEAL
0
M
M
o THE PRESENCE OF GROUNDWATER SHOULD BE GRAPHIC SCALE o�°0 289480. 0�m
o ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID ° o z5 so goo o� °°°°�//GI �,`°°° �b
/ °
i
SHALL INCLUDE CONSIDERATION FOR ADDRESSING °° �� °0000000 �� °o
1
i THIS ITEM. °000 AEI I �-�' oo° "}" I Jo o �
Y1 inch = 50 ft. �,/ �i
M 0000p00080080p0° Z
� U

N
M
U
J o
Z
SHEET C -5. 1
MATCHLINE .70
W
fL E
0
/7-8m ` , \\ ,3.50 i l I ( W W
TOP CENT - �/ I c \ 1 t``l I a d d
DROP INLET I - \ \ / �/ i/ p I s Q 3
RIM ELEV=44.54' `` \ o�.so 3g\\ l /J \ ,`�\\\ + ' I a� \/1 44.40 I I I A f
45.30 i
m
45.60 W
/ 3;-, l / 1 \ A� "� , r I ,5. `�6 \�.,� I 1 4s.3o 4s.6o 44.40 ( i i I I 1 \ oc Y
7
36 385 1 I \ \ I JJ \�`��j �) 3r d
38 \ I J SS\\ I \\ 46.40 45.60 ! i \ ul _ n
AR 145 0 '°\\ & o g OUTPARCEL 3 I I► ( i \
NL�LEV=43.i 3 ^ t: \\\ \ Q ty O + / 4&7o so 450 3 / 1.51 AC. - wI I ( I I ` Q 6�` W
/ / I I f l / I I / ♦ , n \ `� to s\ I `�' �N MINIMUM F.F E. - 46.60 a dd I I I 1 W W
\�1 ! g cc I I � I14J I I _
,� 45.20 ' ,''l I 't � K 1 \ 45.50 44.7U T
II \ i / (A / Ii i � I Z i z z
= `° -
IOUTPARCEL-88 / I // l / CURBVINLET I ,6.0 :7ox m w + g I �RI 45.30 44.4o + i-i( I i I ©, �+
1 l LEV=42.0 ' �7 ( ._ lL I 3o I ! 44.90 0 } i o
I 1.70 AC. / >LE
3g INE ELEV=43.6 ¢\
45.
44.
/
I I I
(/( I 1 43.,0 s I I 45.3(7 It
44.70 , .> I41 I' �I ! g .70
µ 44.80 45.30
I I 1 45.5�' 40 1 I I I I 1 f f •Y „ ... .�
/ / I ► � �""tiw $ .20
I / / 42.SD/ L' jry I
� 43 44.20 ' Iq � 4.4 ` 4.50
IV V 41.
.
44.500 I\ I
OUTPARCEL-�A 1
I.00 \ 445� 44.60
- / 550 45.4 1 4.30/I 0 \ ss 41.80 41. 14 AC. I \ ..._. 34.3,.0.
(1 CP l \
I V7 Ch / I X. 7 44 5t3 / / sS -w � 45.00 ( 44.30 I aas0 43.+0 I �, \ IN 41.60'
/ W / / \ 4s.7o 44.30 _ _ W W I I
ourPARCEL-7 I l -- � w ,�.
/I \ / `•� + 7 46.10 45.30 \ 43.80 1
1.45 AC. / / _ 6 ss 45.10
to `~� s--' d A I CURL I 7A ��, �' ', 1\ Z
a� J
44 D� \ IW� FLOWLINE ELEV .9. i I
I �_ INV OUT 2. .10'
v \ / I / \ / 0 M _`- / 4 \ \ V I CL-
rNv rN=42 t �{ I �I I I W
18' RCP 11 tl/ I \ 3 ! / A\ / 45. .00 50 � fir/
�s _ _ 8 /T R I z
NV=40.55' , \ I / \ / 45 I \ \
a + / d / / I \ III 1
reM\ '9UTPARCEL-6 � I \
� 1 I TOP CENTER / $ l / / I I \ / I Z
&"HEADWALL ` / x / I l 1.`�•0 AC. h � �� / � I � \ I`'41 1 Q _
� r \ \ �
r/
U I ATLANTIC TELEPHOAE MEMBERSHI \ IIIIoe
DEED BOOK 723 PAGE 3'70 II
` PARCEL# 206818325451 Q I
I' �/ ! I � ' � � I I 1 I IIII
MINIMUM F.F.E. = 46.50
OU PARCEL M FA.E. = 45. i OUTPARCEL-4
`� I 4 94�Nam. ` _.I - 2.01 AC.
/ � � 4 44 / OUTPARCEL-5B ,
44
/ II
x 01
\\ CHFCK44)AM / 1 .27 AC.44 0
W
_ / \ 44
FLOWLINE E EV- 9.' \
CUR IN T
INV OUT=47' Z
INV IN=41.7' II
_ 44
( p I a IIII
\ I 1
15. � �-- �' '�,`4 �., „`�.w ....,�`1 !�`"��`� ,\ INV=39.8' . '.
40
44 `w 20 INV=39.9' / / \ `�
e I / I I
` ~ - � s -- - ,�. �/® ~¢4
LEGEND
'. ,- .'."' '' �
..._. -CL 1�.------- LIMITS OF DISTURBANCE '��` _ _ w
250 CONTOURS (MAJOR)
' 1I ZiNv=4 Or CURB INLEIT I I
FLOWUNE ELEV=44.9.' III L
249 CONTOURS (MINOR) INV OUT=41.6' ( �f �t�
INV IN=41.6' w 3
'V
46
``��►.`�\\ / NIF I� III
STORM DRAIN DF DROP INLET
I W
MICHAEL LOLINE ELEV=43.9.
OF INV ouT 41.T
INV tN=416'EED BOOK 930 PAGE 668 W
CATCH BASIN T
m
I O
��
} DROP INLET ( I I 1
+ 100.00 SPOT ELEVATION '-- 4�
�-
!I -
46
-17
j ' I
` G 1 i N
�...
o
CV CV
n
x
O
o
v (�1. STORM DRAIN PIPE MATERIAL TO BE SURE-LOK STF477 DUAL MINIMUM COVER TO PREVENT FLOTATION
o WALL HDPE OR PIPE WITH CORRUGATED OUTSIDE, OR RCP OF DUAL WALL HDPE PIPE
�i CLASS III PIPE. NORMAL MINIMUM NORMAL MINIMUM }
N 2. STORM DRAIN PIPE MUST WITHSTAND TRAFFIC LOADS. DIAMETER COVER DIAMETER COVER R3
o� 3. BUILDING PADS TO BE SURCHARGED IN ACCORDANCE WITH (IN) (IN.) (IN.) (IN)
0 26 FINAL PLANS
OTECHNICAL REPORT BY ECS CAROLINAS, LLP, DATED MAY 25(1067)
5-14. THE STORM DRAINAGE SYSTEM SHALL BE FLUSHED OF ALL 15 36
(457)
18 13(559) 42 29(1219) APPROVED FOR CONSTRUCTION
SILT AND SEDIMENT PRIOR TO TURNING THE SITE OVER TO 24 17(711) 48 33(1372) �' z
a THE OWNER.
c 5. THE BMP SHALL BE CLEANED OUT AND RESHAPED TO THE 30 22(914) 60 40(1702) C E IV 0 � � � o
o N
DESIGN CONTOURS. ALL VOLUNTEER PLANTS SHALL BE
J
2 REMOVED AND THE NEW PLANTINGS INSTALLED PER THE g z
o APPROVED PLANS. o0 000 Ce
6. THE SURCHARGE SOIL ON THE BUILDING PADS SHALL BE
2
SCREENED OF ORGANIC MATTER AND UTILIZED AS FILL NOTE: SCREW ANCHORS REQUIRED WHEN MINIMUM COVER IS NOT
T MATERIAL FOR THE OTHER AREAS OF THE SITE. PROVIDED ACCORDING TO ABOVE TABLE. REFER TO DETAIL SHEET °°° °If�O°°° aj
3 7. STORM DRAINAGE FROM CB-59 THROUGH CB-30 TO EXISTING AND CONSULT PIPE MANUFACTURER. °°
. °'
BMP OUTLET WILL REQUIRE RELOCATION SHOULD THE AREA BE °
g UTILIZED FOR FUTURE USE AS A CELLULAR PHONE TOWER GROUNDWATER NOTE o a
GRAPHIC SCALE SEAL 9� o Z N „
N SITE. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE 2$948 °
N DEVELOPER AND ENGINEER PRIOR TO BEGINNING THE PRESENCE OF GROUNDWATER SHOULD BE 0°
50 0 25 50 100 ° o
0
CONSTRUCTION AT CB-30. FAILURE TO DO SO WILL RESULT IN ANTICIPATED ON THIS PROJECT. CONTRACTORS BID °° 4 °
M THE GENERAL CONTRACTOR INCURRING THE COST, INCLUDING SHALL INCLUDE CONSIDERATION FOR ADDRESSING o�F�°° �Q`°
0
o TIME AND MATERIALS, SHOULD THE RELOCATION BECOME THIS ITEM. °°00o°0p °° �jj z
o NECESSARY. 1 inch = 50 ft. e0000000o s Ln
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DATE:
IINI�IIIIyI IIII hIIIIIuI�14111�u 11/20/2008
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PARCEL #: D.B. PG.
VICINITY MAP0 . .
203000160 ,� 2362 0413 Z Q • •
(Not to Scale) 2030001301 2362 0409
2030001304 2362 0402 [+ Z
20300015 150 187 ti W
OWNER ARCHITECT O U w
� O
MDI MANAGEMENT, INC. BARTHOLOMEW ASSOCIATES _ I
1381 OLD MILL CIRCLE, SUITE 200 606 WADE AVENUE
WINSTON-SALEM, NC 27114 RALEIGH, NC 27605
f+ssum�xu we V�/ ,
PHONE [phone] PHONE [phone] X18 �s ;
FAX [phone] FAX (919) 833­2528 ;� INDFX OF SHEETS
00
C-0.0 COVER SHEET C-9.0 EROSION CONTROL PLAN
SURVEYOR DESIGNER C-1.0 GENERAL NOTES & LEGEND C-9.1 EROSION CONTROL PLAN
_
APE FEAR SURVEYING SERVICES WITHERS & R AVENEL
I C-2.0 EXISTING CONDITIO
NS C 10.0 EXTENDED DETENTION WETLAND DETAIL
ONE NORTH SIXTH STREET 1410 COMMONWEALTH DRIVE' SUITE 101 c 1 C-3.0 DEMOLITION PLAN C-11.0 SITE DETAILS
`� :`° C-4.0 OVERALL SITE PLAN C-1 1.1 WATER DETAILS
WILMINGTON, NC 28401 WILMINGTON, NC 28403 \� _ a; _, c-4.1 SITE PLAN c-11.2 WATER DETAILS
-
PHONE [phone] PHONE [phone] C-4.2 SITE PLAN C-11.3 STORM DRAINAGE DETAILS
_ C-4.3 STRIPING PLAN C-11.4 STORM DRAIN
FAX [phone] FAX [phone] � +D AGE DETAILS
\ C-4.4 STRIPING PLAN CA 1.5 SANITARY SEWER DETAILS
[e-mail] v
�� 'MSFil C-5.0 OVERALL GRADING & DRAINAGE PLAN C-11.6 EROSION CONTROL DETAILS
C-5.1 GRADING & DRAINAGE PLAN L-1.0 LANDSCAPE PLAN
/ - - L J C-5.2 GRADING & DRAINAGE PLAN L-1.1 LANDSCAPE PLAN
C-6.0 UTILITY PLAN
/ K;,. a L-1.2 WETLAND PLANTING PLAN
C-6.1 UTILITY PLAN ����\��CAR6��°ii
L-1.3 WETLAND PLANTING DETAILS �� �`� , . . . ,[®
TYPE OF WORK: I /� C-7.0 FORCEMAIN PLAN & PROFILE PS-1 - PS-15 PUMP STATION PLANS .�`.)'!�0/04 9/
THE PROPOSED PROJECT IS A COMMERCIAL DEVELOPMENT mumnlu C-8.0 SANITARY SEWER PROFILES - _
D 1 - D 4 PUMP STATION ATION DETAILS - _ • �-
,
CONSISTING OF A LOWE'S FOODS SUPERMARKET FLEX
RETAIL AND 10 OUTPARCELS. / ol
, �• W
IIIIII
3
\ k
- NORTH CAROLINA ENVIRONMENTAL
GROUND�►'ATER NOTE MANAGEMENT COMMISSION
- _- SSION
THE PRESENCE OF GROUNDWATER SHOULD BE DIVISION OF WATER QUALITY
ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID
SHALL INCLUDE CONSIDERATION FOR ADDRESSING
,
3
THUS ITEM. d�
SCALE: 1 =200
"ENGINEER' S CERTIFICATION OF COMPLIANCE WITH BRUNSWICK COUNTY SPECIFICATIONS AND DETAILS"
NUMBER DATE BY REVISION DESCRIPTION I herebycertify that the plans, details n y p , and associated project specifications comply with the latest version, as of this date, of TECH: JRS
Brunswick County's Standard Specifications and Standard Details per standard engineering practice. Furthermore I confirm
my understanding that reviews and approvals by Brunswick County personnel do not imply that Brunswick County personnel DES: UT
have reviewed and are in agreement with every portion of the plans and specifications that I have submitted. I understand that
CHK: MRA
Brunswick County reviews and approvals are meant to ensure that the overall plans are in general compliance with County
objectives. I understand that it is my full responsibility to ensure that plans and specifications are in full compliance with
p PROJECT NO.
applicable County, State, Federal, and other municipal requirements. Additionally, I understand that the County will not
• • •
APPROVAL STATUS DATE BY DEPARTMENT assume operation, maintenance, or ownership of constructed facilities that do not meet County requirements and the County 03080678
❑ YES ❑ NO ❑ N/A
PLANNING may refuse to issue permits at facilities that the County deems are non-compliant with County Specifications. I also confirm
m understandin that Count Inspections are for the sole use of the County and I certify that I will not use or direct others SHEET NO.
❑ YES ❑ No ❑ N/A ENGINEERING y g y p
❑ YES ❑ NO ❑ N/A PUBLIC UTILITIES to use, County inspections for State compliance purposes or any other purpose." ' CO

LEGEND Z o
N
0 ELECTRIC METER r I1
/ / / I pvv-•o.ee• DHS DRILL HOLE SET
IPF IRON PIPE FOUND
/ IPS IRON PIPE SET
I] TELEPHONE PEDESTAL
R/W RIGHT-OF-WAY
UTILITY POLE J
/ wv- -E - OVERHEAD ELECTRIC LINES
l ' / L� / 9Nv-.D I] WA TER ME TER
0 GUY WIRE rA
� UTILITY POLE WITH LIGHT �
® WA TER VALVE
WF WOODEN FENCE w W
'7 l / / `� 0 LIGHT POLE � >
l / LINDA Sp N/F_ / I CV IRRIGATION CONTROL VALVE
/ / I DEED BOOK�ER BOKLIN / © CABLE TV PEDESTAL
�' © GAS METER
ENNETH S N/F PARCEl�X 203000 6 9 6 O GASCLE M UT
DEED BOOK STILLER Er <v ( H
AR P _ J \ v I CONCRETE
D CELL jgsOD 0 0 Epp \ !\� 89'33'06" Z741.28'
„m 731.. INT ON LINE _ ROD` EI FIBER OPTIC W
7'° J MB MAIL BOX Z
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t
PARC� �O000101116ACE Uk R&G CP CURB &CEDD CONCRETE PIPE d
187 In -
TS8 TRAFFIC SIGNAL BOX
BFP BACIRRIGATION
PRR lIn
VALVE � ad
I CV G ON CONTROL
zo .� / --ti / _ -W- WATERLINE W uWi
o -E- OVERHEAD ELECTRIC _
N 26'25'15" W 25 18 32• -� N ® GAS VALVE Z
My-., RIP RAP Z
283.65' TO EIR 1 •REI E E > I ee• l«v.,Q�.
.RE SE• - l " w1 UGCTV UNDERGROUND CABLE TV
REFERENCE REBARS--1 F T / I CMP CCRRUGATED METAL PIPE _
W
SET 10' FROM tg N - - - 900.68' Tp POINT pN INE {-
TRACT CORNER 25 �89 ffA 1 Y`E ;Tg.6 \ I Ow WELL
SOS N/F � \ � � EXIST PI p WMH WATER MANHOLE
DEED BOOK B. COLBy ♦ N 3 '41' E \ \ \ ` �\ c" cCORNE - SDMH STORM DRAIN MANHOLE
PARCEL 2o3pp0131057 ♦ 's /t3.6 \ \ 1 \ \ SSMH SANITARY SEWER MANHOLE
� E ♦ l y / / \ \ \ I \ I PS PEDESTRIAN CROSSWALK SIGNAL
�j. o I -G- GAS LINE
/ 1s \~y"0�' -FO- FIBER OPTIC LINE
�b�q��A 1a s, �s ( \ \ \ I MNV-q.93.
♦ \
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E%ISTING IRON PIPE \ 1 - 16 N d"
CONTROL CORNER
W c'
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\ \ \ II Z � N
\ \ I I I cn
STREAM_____
18
\ \ I "Nv*2or 0 Z Z
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1��8�' \\ \ I I I I J < Q J Q
J � �
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/ 5 / TACT 1 \ \ I STREAM & WETLANDS ON IY p
/ \ 18 ,s 29I ACRES \ \ I I ON MEDICAL MALL SITE O Z
� _ 'J5 I
/ i 8 18, .44 JOSS
,s III PH M EO N/F \ \ 30 ACRE SITE �
is is ,aI /DEEPAROOKW 200 PAR, & Er� S \ I I I LINE TABLE
LINE TABLE LINE TABLE
1..4 ./' 's // ELg 203o0010177g \ I I LINE LENGTH BEARING LINE LENGTH BEARING LINE LENGTH BEARING
I L96 27,06' S30'08'56"E
l 1p �Df S>REA f -- . 3eF.a / / / \ I I L1 17.41' N45'16'10"E L48 57.63' N11'14'11"E
/ L97 18.80' S56'50'40"E
� I _ 1� / L2 58.40' N29'40'34"E L49 64.11' N12'54'53°'E Lgg 30.68' S21'15'26"E
J 20 1 18 L3 49,17' N30'09'33"E L50 62.25' N10'45'40"E
L4 33.50' N27'46'51"E L51 61.92' N13'29'41"E L99 29.74' S57'52'56"E
L100 22.36' N81'16'40"W
32 to / I ( I L5 16.03' N13*25'33"E L52 65.73' N07'36'45"E L101 21.24' N67'49'35"W C�
L6 85.00' N10*03'19"E L53 22.66' N16*22'32"E
L102 18.54' N82'17'53"W Z
o L7 57.88' N11'14'11"E L54 23.74' S79'34'29"E
L103 19.14' N06'01'01"W O
LB 64,07' N12'54'53"E L55 68.45' S73'38'46"E
L � 7 18 \ I I L9 62,30' N10'45'40"E L56 34.76' S75'15'27"E L104 22.36' N71*18'57"W
ji.
V IL10 61.64' N13'29'41"E L57 25.86' S30-02'23"W L105 20.37' S81'52'32"WLll 65.98' N07'36'45"E L5839.81' S08'41'33"w L106 21.90' S5531'02"Wo L107 26.21' N06'36'24"E
j \ I I / L12 32,44' NI6'22'32"E L59 37.64' S60'42'46"W
/ L108 22.65' N10'S4'25"E
• .'� �'°�^� ` � � I °J I I IIN L13 33.27' S79'34'29"E L60 58.35' S27'27'19"E Z Z
\ c tl L109 24,17' N06'04'41"W
L14 68.77' S73'38'46"E L61 51.17' S08'31'18"E O
o III L15 36.62' S75'54'42"E L62 45.17° S05'09'29"E L110 20.56' N08'30'18"E
L111 25.43' N26'08'43"E ---�
• c� IV L16 25.05' N24'29'11"E L63 38.85' S08'54'08"W U
L17 58.90' NO3'48'13"E L64 4 1 L112 28.19' S64'49'43"E �
/ / I • \ I 3. 6 S27'54 55 E L113 28.76' S15'00'35"W V\ L18 28.02' N22'52'22"E L65 20.35' N86'03'45"W
/ y. - - - \ c� L114 19.88' S28'45'39"W
� � (� � ;, ,,�. - - - -� �- \ � I F- - I L19 51.06' N08'12'49"E � L66 41.26' S22'57'41"E z
� I I L20 56.92' NO3'54'22"E L67 28.50' S03'28'28"W L116 5.539.66' S58'39'17"W
[- - - - - - --� � •� � � -' - - I L116 25.53' S14'54'S1"W
Ki I I l - _J I L21 33.69' N11'46'53"E L68 32.96' S32'08'26"W L117 21.41' N64'55'33"E C/)
L22 58.03' NO2'14'13"E L69 21.35' N59-14'53"W
-42- - - - - J \ I rn I I ! L23 63.20' N07'16'35"E L70 21.35' N59'14'53"W L118 28.51' N56-45'40"E
L _ _ -^7 i r Ln z I 1 L24 62.22' N06'03'40"E L71 35.25' S23'27'15"W W
\ L25 20.36' N35'53'01"E L72 44.72' S25'35'37"w LINE TABLE FOR WETLANDS
i 7 ) \' �' \ I \ L26 27.32' N23'53'42"E L73 36.25' S51'11'36"W ON
/' �\ ) \'\ o II I I L27 28.99' N24'49'51"E L74 22.73' N18-03'25"W SPENCER TRACT
L / I \ / / o L28 11.21' N43'37'35"E L75 16.63' S70'36'29"W
1p, \� D II R/W MON. L29 6.99' S89'04'17"E L76 16.33' S45'27'07"E LINE TABLE
DE DIrcH I \ / L30 59.56' N06'03'40"E L77 47.15' S22'17'29"E
i I LINE LENGTH BEARING o
L31 18.74' N35'53'01"E L78 46.19' S34'06'29"E
\ - w D J III Z L32 28.28' N23'53'42"E L79 45.20' S64'52'15"E L1 13.53' N32°28'18"E00,
v
L3� 42.35' N24'4951"E L80 38.47' S56'53'56"E L2 34.01' N61°09'12"E o
L3 31,77' N26'46'04"E L81 5&50' S59'49'43"E z
^� v. l Y / N ,4 I z - L35 L3 20.86' N79'00'02"E
/ // 59.05' NO3'48'1 YE L82
2Dp SUSgNN/F \ 7s 5n 63.19' S68'09'10"w 19.10' N32°32'00 E
\ DEED Bp R 1 e. COLay / 18- w I ,e� L4
L36 27.62' N22'52'22"E L83 45.78' N73'49'30"W
PAGE
_ _ L37 52.73' N08'12'49"E L84 38.06' N18'34'56"W L5 21.21' N09°00'35"E
-� ^ r��//\\ PARCEL y Q 0001 �57 / I ^1'"i��li': \\ \ - f 20 � � � ^ 6p°0 I I /_ i � � I _ �,so.
N 2 100' L38 56.61' NO3'54'22"E L85
47s CONTROL POINT pz \ ,,, MON. 58.15' N54'53'07"w L6 17.57' N36'36'52"W z
a� y- \ ,� / 33\w REBAR FOUND L39 33.84' N11'46'53"E L86 66.00' S79'59'20"W L7 24.13' N07°02'20"E w
s
\\ \ 3 50'
,s *.� \ �� L40 58.42' NO2'14'13"E L87 59.39' S74'40'34' }
J ^ f �, N 87'13'14" w / L41 L8 25.44' N26°58'08"E Q 62.76' N07'16'35"E L88 41.56' N32'56'17"W L.L.I o
\ `� \ �7 "• °p' \ \ - _ 100.22N-•t.e L42 13.06' N45'16'10"E L89 104.43' N62'38'00"E L9 36.29' N17°28'08"E
_ o TLADEE TELEPHONE L43 59.72' N29'4034"E L90 40.12' N5 '4 '1 L10 17.16' S74°52'03"E
1' \ 301.7 c+ DEED BOOK ✓ 8 5 3 E W
N 8 2'11" W o
192.36' m 723 PONv3I,. . I I 23.88' S87°06'07"E 1 i
4 L44 49.33' N30'09'33"E L91 27.77' N19'54'15"W L11 c
\ TRA / - - - L45 34,97' N27'46'51"E L92 10.57' N81'40'19"E O - m
` �- - \ ��� /1 \ 5 CT A l N 01.50'45" W J L12 18.52' S63'47'54"E
i \\�'-�• ` I \ \ q�Es / 27,0T I �A to L46 17.58' N13'25'33"E L93 11.52' N74'28'47"W L13 46.52' N53'06'17"E
OEEDM@ ^�ALL P \,, \ N 30.43' NO4'15'58"E „
�� L47 85.19' N10'03'19"E L94
'41 q f v� z r� B D "I� L95 L14 18.67' N48°27'43 E
28.62' NO3'18'41"E
PARE 23 PAGE
q j23E s57 = \ o \ RUNSµ�CK {
1CMBER _ L15 27.52' S77°50'49"E N
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�� \ \ YE J \ 30.62' N78°31'30"E
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.59 EXISTING CONDITIONS PLAN PREPARED FROM A SURVEY BY
M1CHgELN/F I \ CAPE FEAR SURVEYING SERVICES, DATED NOVEMBER 10, 2006. 00 00
o \ z DEED OOK RICH D / p
` ` \ \ -` \ ` I 04
S02 02;05'E B 930 PgRGEs668 / \ 00 0 o O
�`�'�020 GROUNDWATER NOTE
10.38 Mv.,. , \ v II .2 z 0O
\� I THE PRESENCE OF GROUNDWATER SHOULD BE °= Q ,h
y \ ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID '
o �v, �,, \ SHALL INCLUDE CONSIDERATION FOR ADDRESSING
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LINDA SPENCER BOWLING s d-
N/F PROPERTY DEED BOOK 789 PAGE 986 SITE DATA: N
KENNETH S. STILLER ET. ILINE PARCEL# 20300016 DEVELOPMENT NAME: TWO-ELEVEN MIDWAY U
DEED BOOK 316 PAGE 600
PARCEL# 1870000101 ti� S 89'33'CE° W 741.28' PROJECT ADDRESS: INTERSECTION OF INC HWY 211 AND MIDWAY ROAD
IRON o SET
iR�" - - - - - - - ?3L28' TO °_-NT ON L NE
(— _ - _ - !I'I TOTAL SITE AREA: 39.91 ACRES
11
20' I III CURRENT ZONING: C-LD; TRANSPORTATION OVERLAY ZONE (TOZ) mi
RESIDENTIAL
I I PROPOSED 60' BRUNSWICK ELECTRIC BUFFER— — — I I I EXISTING LAND USE: VACANT w
LL - - - - - - - - - - - - - - - - - - -I 25' �►
/ I MEMBERSHIP CORPORATION EASEMENT
I I IIII ;V I IIIII PROPOSED LAND USE: COMMERCIAL/RETAIL z �
PARCEL NO, D-B Psz >
2030001601 2362 0413 W
BRUNSWICK ELECTRIC
/ tlIIIJ MEMBERSHIP CORPORATION I N ` + 2030001301 2362 0409 >
SUBSTATION 2.43 AC. i / "'�I 2030001304 2362 0402
/ I I o. I ° I 20300015 150 187
N 26'25'15" W' Sul.
- TOTAL BUILDING GROSS FLOOR AREA:
N/F 283.65' TO EIR OUTPARCEL-9 IBUILDINGGROSS FLOOR AREA
SUSAN B. COLBY /.. 1 p 2.30 All = o I LOWE'S FOODS STORE 42,500 SF
W
DEED BOOK 1106 PAGE 1057 I , SHOPS A B. C. D 39.500 SF PARCEL# 20300013 I / TOTAL 82,000 SF Z
PARKING REQUIREMENTS:
EXIST 1INCIIRON PIPE REQUIRED PARKING 328 PARKING SPACES
N 39'41'49' E I / CONTROL CORNER I d
t 3.62' • _ . _ . - . - . - - . - . - . - . - - . - - - ' J 1 / I (1/200 G.F.A. WITH 2O% REDUCTION)
PROPOSED i L- . -
LOT LINE �� NL _ / I I 6J, -y PROVIDED PARKING (IN FRONT) 383 PARKING SPACES
n 0! 19
:
HANDICAPPED PARKING REQUIRED 8 PARKING SPACES W W
*, I GI- ;haul ."„„I j!`I I: ""'� _� / I I HANDICAPPED PARKING PROVIDED 12 PARKING SPACES T z
V+IIIIIa I 25' `? i t7
EXISTING IRON PIPE �ql a GENERAL NOTES:
CONTROL CORNER / dV'glO1III EXTENDED DETENTION / OUTP8 AC. 1 I �� I 1. MAXIMUM BUILDING HEIGHT IS 40'. HEIGHT OF SPECIFIC BUILDING �I W
/ WETLAND AREA '3' 1,68 AC. I I �'D I STRUCTURES WILL BE SUBMITTED WITH FINAL BUILDING PLANS AT FUTURE
SHOP(s) D / I DATE.
I--5D' ca:)0
r� 3
BI41" 2. MAXIMUM IMPERVIOUS IS 809' FOR OUTPARCELS 1 THRU 9. MAXIMUM
r�II II I�I I p„l�lhp 11 � I I o
III u l V I C7 a
L
I 41 FOR TPAR 1 SUBSTATION).
IIII IIII II L,�Ib.l� 1�1d, r ,. IMPERVIOUS S q 0 OU CEL 0 (BEMC SUBS ON).
/ I N M I°
V111 9 �6' 3. LIGHTING MAY NOT EXCEED 40' IN HEIGHT AND MUST BE ARRANGED SO
t 7 I THAT IT IS DIRECTED AWAY FROM STREETS AND ADJACENT PROPERTIES.
EXISTING 1 �. I S NG 0 ,, , ��
/ WIDE DITCH � `
Jii �� I I o 4. UNLESS OTHERWISE NOTED, PROPERTY LINE IS LOCATED FROM BACK OF No �
ill"u'llll' :- K 50 BEMC o 11,
pQ I EASEMENT I I CURB. �
VP16'II'llllLOW
b Z : N
�tlllllylgll I I I 5. OUTPARCEL DRIVEWAY STUB LOCATIONS TO BE DETERMINED AT FUTURE r U Ln
f'
EXTENDED DETENTION DATE. O Z J Z o
lulllll 9
r .. Irn r"V�lyl, LL W U M
WETLAND AREA 1' „Iyti""� e - T _ - . - . - . - . - - -I ' --1 N, 7. OFF-SITE ROADWAY IMPROVEMENTS TO BE SUBMITTED UNDER SEPARATE � L u,
>rr r
" ,d l I
I III` e p COVER PENDING FINAL REVIEW OF TRAFFIC IMPACT ANALYSIS FROM NCDOT. C7 U� Q
m hII h k1:: B I Ce Q
IuILIhIIII IIIII ' II Q Z N
�I �1'II llpl"'
IIII ��II,„IIkII �lI
EXISTING R/W 91 II 8. THE SOUTHERN PORTION OF THE PROJECT FALLS WITHIN THE APPLICATION 0- Q Z m LIMITS OF THE TRANSPORTATION OVERLAY ZONE, WHICH APPLIES TO NCDOT w
^'II s I o p t
h I V HIGHWAY 211 (SOUTHPORT-SUPPLY RD.) IN ACCORDANCE WITH ARTICLE 4; 12 1,
- A HIII T E p NI IIi r alm OUTPARCEL-2 , SECTION 4.17 OF THE BRUNSWICK COUNTY ZONING
ORDINANCE. � Z
\660 it DEVELOPMENT STANDARDS SHOWN AS APPLICABLE.
pW � , 1,44 AC.
PROPERTY l p lii'" I -
I ill rn
3
LINE II II PROPOSED n I I 25, ) C-LD SETBACKS T07 SETBACKS
\ PUMP a e e 6' FRONT - 25' FRONT - 50'
\ STATION 0I SIDE - 6' SIDE - 15'
REAR - 10' REAR - 10'
PROPOSED
`\
\ G/ SETBACK LINE
(TYP) I I$ s I I �
�_ \ e 9
I b
J
n
Jill, . . . . . . - - - - - -
III
II ,. 5
\ LEGEND:
rn z LOWE'S FOODS I J
STORE #235
PARKING COUNT Q J
— IIIII 7
I I � HEAVY DUTY ASPHALT W
IV \ I I/ PROPOSED
LOT LINE } it I 4 I \ I I I STANDARD ASPHALT /
/ 20• (�
/ E SE M BE O
ARq/. � ��• I N�a•� s � �a6l�`^ rtI fhlillI l'aliIIvI IIIIP I II tlIlliII rIIl I IIIII I I"'I ll II"il I l l I I I�"p I � 6 0 I
CONCRETE
� 41
/ 10'
EXTENDED DETENTION s I OUTPARCEII
OUTPARCEL-8 X\ WETLAND AREA '2' I 1,85 AC.
/
9
/ 3.07 All / / �`� 1> � IIII � i I •
�� I rI y rlll�l 11 I 1
/ I . 25'
a N III 6'
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N/F
SUSAN B. Y
COLB / � I� N�V �� I2 I VIVA 1611�IIIVI,IpI .,
DEED BOOK 1106 PAGE 1057 / / / 15, / 'I�"lr 'I�I � . - . - . - . - . - . 1 . - . - . - . � . �
PARCEL/ 20300013
PROPOSED Q Z
PROPOSED / 7 SETBACK(TYP) /LINE �� W
PROPERTY 5' - - - -
\ LINE AT BOC / / OUTPARCEL-7 4J \) I I W
U
1 '� w -
R/w 50
r/
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ho_
=
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72837'P1 '134, "7 0W PROPOSED
Z 100 22'
LOT LINE 22,U TLANTI TELEPH
O
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IREd
140 All o 15 � � DEEOOK75,
, 15'a
m`
/
IF 0
a " �
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sE \ I �I a
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GROUNDWATER NOTE ro �,
3 \ " = SOU 1NP�RT-S(� S ,4284j" TOZ SETS I THE PRESENCE OF GROUNDWATER SHOULD BE `n II o
00' PP ! 1 R qCK r - - - . - . 1 . - - - I o
R,Iy P �Y ROq �,� OS'18 .� N15'47'32 - - - - - J ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID T
OL UB�1(` 24 29 — SHALL INCLUDE CONSIDERATION FOR ADDRESSING L > m
N �\ 3j' (0^ — — I THIS ITEM. `�°
- 6 Sg ji
rn N N/F N a
v
o N _j Q U
MICHAEL RICHARDS
0
I
••" ., �z DEED BOOK 930 PAGE 668
o
S02'02'05"E
0 13.99' '�i S02'02;05"E
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N
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W inch = 80ft. PRELIMINARY DESIGN
CO
NOT RELEASED FOR CONSTRUCTION
Z
3

GENERAL NOTES z r-
1, THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE I I a
ISSUANCE OF A CERTIFICATE OF OCCUPANCY, N/F s
2. ALL HVAC SYSTEMS WILL BE SCREENED FROM OFF-SITE VIEWS. / LINDA SPENCER BOWLING U
PROPERTY LINE DEED BOOK 789 PAGE 986 af
N/F S 89`33'06" W 741 .28' PARCEL# 20300016
3. ALL DUMPSTER AND CARDBOARD RECYCLING LOCATIONS WILL BE � IRON ROD SETSCREENED FROM OFF-SITE VIEWS. KENNETH S. STILLER ET. UX 0�'�/I 731 .28 TO POINT ON LINE-
-------- --DEED BOOK 316 PAGE 600 0ROD SET °" _4, ALL EXTERIOR SITE LIGHTING WILL BE DESIGNED TO PREVENT ^:O - - - - - - - ..................- -
OFF-SITE GLARE. PARCEL# 1 870000 1 0 1 _.-. _ - - -.-.-.- -'-
5. THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL !� _._ �� /- - -'- - - - - - I- - - - - -'- - - - - - - - - - - - - - - - - - - - - - - - - - - -I
- - _ - - -.- - - - -.-.-.-- --
1 yl
AT MATURITY SHALL ALLOW FOR A 2.5' BUMPER OVERHANG FROM / I I I I Z oe
THE BACK OF CURB.
' - - - - - - - - - - - - - - - - - - LAW
6. NO TREE SHALL A LOCATED WITHIN A ROADWAY RIGHT-OF WAY Z ./ I I — — — — — —PROPOSED 60 BRU — — — EASEMENT I 1
OR WITHIN 5' OF A SIDEWALK, / -
i MEMBERSHIP CORPORATION I ° 0
7, ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL I I
w
SITE WORK IS COMPLETED. THE FENCING SHALL BE REMOVED // I I I
1 iD x70' SIGHT ANGLES
PRIOR TO THE FINAL INSPECTION FOR THE CERTIFICATE OF / I I I (NO VISUAL OBSTRUCTION I - r) I ul
OCCUPANCY B R U N S WI C K ELECTRIC I BETWEEN 30" & 10' I r�
8. ALL ABOVE GROUND UTILITY EQUIPMENT AND FACILITIES / I I ABOVE PAVEMENT LEVEL) 1 . 0 I z
i MEMBERSHIP CORPORATION I I
ASSOCIATED WITH ON-SITE ELECTRIC, CABLE, TELEPHONE, GAS OR l
SUBSTATION 2.43 AC. I I /
OTHER SIMILAR UTILITY SHALL BE LOCATED IN THE SIDE OR REAR I I
YARD AREA OF THE SITE AND SCREENED, TO THE EXTENT / I N I moo. o.
POSSIBLE, WITH EVERGREEN PLANTINGS. PLANTINGS SHALL ALLOW N _
FOR A MINIMUM OF 5' CLEARANCE AROUND THE STRUCTURE TO I i I it _._.— - -'-I- - 1 fn
ALLOW FOR ACCESS, ADDITIONALLY, ANY SIDE OF THE N 26°25'15" W /
STRUCTURE HAVING A DOOR OR LOCK, THE PLANTINGS SHALL , I i OUTPARCEL-9 I °C
ALLOW FOR 10' CLEARANCE. THE AMOUNT OF CLEARANCE SHALL 283.65 TO EIR '
ACCOUNT FOR THE SIZE OF THE PLANT MATERIAL AT MATURITY, I I 2.30 AC. /'' I I z
9. ALL VENT PIPES, ETC. EXTENDING ABOVE THE ROOF SURFACE ' I i Z
MUST BE PAINTED A COLOR THAT BLENDS WITH THE ROOF COLOR. III
DEED BOOK SUSANII 06 PAGE 1057 i��IIiIIIIi�IVI I i' ul�� W
1 MAXIMUM BUILDING HEIGHT IS 40' PARCEL# 20300013
0. M MUMI'19',:,
i
11. MAXIMUM IMPERVIOUS IS 80%a \ I I EXISTING IRON PIPE I
I, II
/ CONTROL CORNER
q N 39`41 49 E
12. LIGHTING MAY NOT EXCEED 40' IN HEIGHT AND MUST BE ,� ✓' -.- I so. �'
--_-- .-.-.-.- .- ._..._ .- - .-.-.-. -.- .- - -
1 62 _._
ARRANGED SO THAT IT IS DIRECTED AWAY FROM STREETS AND _ 3. -.-._._._ - I i
_ - -._._ .- .- .-._ SIGHT
-.•-.- i 1 'x7 ANGLES
ADJACENT PROPERTIES. / L �.Ilulllllr
.-. _ 0 0 SG E
L.....- - ----- •- - - / NO VISUAL OBSTRUCTION I
PROPOSED LOT LINE 24' ( I o
13. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBuru I- I BETWEEN 30" & 10' 1 I 6 D• o
I T A BUILDING 'ZQ .rr _ - - - - - - - ABOVE PAVEMENT LEVEL) ROW
OR EDGE OF PAVEMENT, UNLESS OTHERWISE NOTED. ALL BU LD NG _ _.
DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE Q ' `��
I U w
STRUCTURE. N Q2�1rilliAll
- M O / 'Q!8 1 I Z N N
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C—LD SETBACKS d dIP Ill�lll�rnll 0,
o Lo / I I O L,; o
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SIDE - 6' \ n„ S.
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EXISTING IRON PIPE U
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TOZ SETBACKS CONTROL CORNER \ \ / � ADA HANDICAP I \ w O �'
WETLAND AREA '3' / cp. / 1 ,6$ AC. I > I p
FRONT - 50' / RAMP (TYP) r I � cn
SIDE - 15' / 4 R213.5' I O
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REAR - 10' / SHOP(s) D I I r-
/ / 147.66 5 C
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DETNIL, THIS R 7
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All/ `O r01 - 38.94' RAMP (TYP) R3, I 1.44 AC,
dlhl'l4 30' _ 9
L/ - 6.54' m R 10'
N . . - � 10 L
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PROPERTY LINE / 0 9
0
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64.07' I T I I I I o
28.17' CAR CORRAL I I
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(TYP) I I
H 7H 8 9
32.83' CCODMPACTOR 8 ! 10'x70' SIGHT ANGLES I I O_ W
-- \ 15.17- He He _ (NO VISUAL OBSTRUCTION e _
BETWEEN 30" & 10' > <
,h �• N 'A�,, 10 I R�� ABOVE PAVEMENT LEVEL) 1 I J v
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169.2' 1 m Q m
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43.33' 1
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ACCESSIBLE 169,2' I E
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a CO \ J ST RE #235 RRz
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z2' LEGEND: a) o CN z a
PARKING COUNT GROUNDWATER NOTE
THE PRESENCE OF GROUNDWATER SHOULD BE m
73
13- HEAVY DUTY ASPHALT ANTICIPATED ON THIS PROJECT, CONTRACTOR'S BID c me
SHALL INCLUDE CONSIDERATION FOR ADDRESSING N a
o� o
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DIMENSION DETAIL
PRELIMINARY DESIGN
SCALE: 1"=20'Co NOT RELEASED FOR CONSTRUCTION Z
0
3

Z
Cs
N
MATCHLINE SHEET C - 4. 1 I N U
I
/ RETAINING WALL CALL BOX I \ \ \ I I
r� LOADING DOCK
PR OPOSED LOT LINE / _� (BY OTHERS) 0 CALL BOX DRIVE THRU 8
N TO BE COCRDINATED
/ IN FIELD 8 91 I I I w
r.,-
/ / 1 CART CORRAL I ` \, TO? SINE I i I z O
FUTURE BUILDING -` (TYp) ; \ I >
EXPANSION 10 _I ; I w W
/ / / ♦ \ ,� I I >
30, 9
9 �
in
EXTENDED DETENTION R� 9 9 ; OUTPARCEL-3 I I —
OUTPARCEL-8 / / WETLAND AREA '2' �' R3' R3' 1.85 AC. I H
00' 5.5' R 10' R , 10' I I I oc
3.07 AC. / \ 30, (TMP) 3 TYP (Ty P I I ! z
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DETAIL, SHEET C-4.1 a I I I z
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/ .� o - I W =
s. 17 r g I 10'x70' SIGHT ANGLES I Z
(NO VISUAL OBSTRUCTION z
/ / g 9 BETWEEN 30" & 10' I _
27' 74.67' n°lull I ABOVE PAVEMENT LEVEL)
�I IIII a R3' R t O'
6' 27' —
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1 45 AC, (NO VISUAL OBSTRUCTION I Lu Lu L) J Q
SO,\ \ l / BETWEEN 30" & 10' I I Q z �_ <
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Z S�req \ l l (NO BETWEEN 30 VISUAL RL&TI10' it i i / i !/ / _ _ — _ _ _ 1 I r — _ —I J Ce
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C/( PROPOSED LOT LINE
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i l � I I I I 100122' EIR
co
\ 27, O
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,s. ! l ! i 27. ! I i PIS TLANTIC TELEPHONE
10'x70' SIGHT ANGLES 1 .40 AC.
9g g8, (NO VISUAL OBSTRUCTION it it ! i I O)i c� DEED BOOK
/ / ! i -i `° 723 PC 370
BETWEEN 30"' & 10' !
8' \ ABOVE PAVEMENT LEVEL) I m — I — �
O
I
PROPOSED LOT LINE I I I I
\ / /
OUTPARCEL-5
10'x70' SIGHT ANGLES
\ \ \ / (NO VISUAL OBSTRUCTION / / I I I
BETWEEN 30" & 10' i 1.78 AC. I I OU TPARCEL—4 I i C D I Z
/ I 2.62 AC.
ABOVE PAVEMENT LEVEL) i
5 , \ _
__- R3 -- ,3g0 r >\ \ it 10'x70' SIGHT ANGLES I I I I I C� Q l
04 O< \ / (NO VISUAL OBSTRUCTION
`\ - S �4 28,4 SEregCK \ \ / it BETWEEN 30" & 10' I I I I , L u
7" \ ABOVE PAVEMENTLEVEL) �-
I I I I
I ,�-, cn
\ \ I I I I U�
` - 03 EXISTING
� sou RAW (NP) \ \ \ I I I I ; O
ra
NOTES TyppRl, �4 84�., ° 50' TO \ _
1. OFF-SITE ROADWAY IMPROVEMENTS TO BE SUBMITTED UNDER SEPARATE
PENDING FINAL REVIEW OF TRAFFIC IMPACT ANALYSIS FROM NCDOT.. OO' R Svpp� y 105 �, R/w ETeq \ I i - -._ ._.__- _ _ _ -----
COVER ..... i
/w P RO,q 18, ,r N 15*47 32 \ ! _
2. SETBACKS WITHIN THE TRANSPORTATION OVERLAY ZONE (660' FROM NC ve , —
211) SHOWN IN ACCORDANCE WITH SECTION 4.17 OF THE BRUNSWICK ��C 24.29
COUNTY ZONING ORDINANCE. OTHERWISE, SETBACKS ARE ESTABLISHED IN S31 '1�,1 1 „E I N — — — I
COUNTY c
ACCORDANCE WITH SECTION 4.7 (H). ` •. 6'Sg' N N/F o
3. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURB OR EDGE NIcD MICHAEL RICHARDS
OF PAVEMENT, UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE ` - O DEED BOOK 930 PAGE 668 I
REFERENCED TO THE OUTSIDE FACE OF THE STRUCTURE.
ZI I z
�a I
SEE DETAIL B , S02'02'05"E -tij I
THIS SHEET 13.99 S002\g2 05 'E
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LEGEND:
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PARKING COUNT a 00
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a I \ STANDARD ASPHALT
0
r O �g3s, CONCRETE
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N IIJI IIII PI,II µµTIN �IIfI III: r
O 114:'VI�fI��I�InII III �i —
THE PRESENCE OF GROUNDWATER SHOULD BE
�II ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID
SHALL INCLUDE CONSIDERATION FOR ADDRESSING
o I hll,ry r'' O SOU T "P THIS ITEM. m
o t11�11I���still o II ORT,
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p BBooNN °°°°
000AAL\ °
o��°tl o 00000°0°° °�J ,
l inch = 50 ft.
0 PRELIMINARY DESIGN
to NOT RELEASED FOR CONSTRUCTION Z
3

STORM SEWER TABLE o
z O
STRUCTURE PIPE DESIGN SLOPE RIM STRUCTURE PIPE DESIGN SLOPE RIM Ln
IIII„:
Un
U
LEGEND P,, S O E
LENGTH DIA INV INV SLOPE RIM LENGTH DIA INV INV L RIM
II II'I' FROM TO MATERIAL ° FROM TO MATERIAL ° U
- _ FT IN IN OUT /o ELEV.
(IN) IN OUT (/0) ELEV. ( ) ( ) ( )
��IQ Ch LIMITS OF DISTURBANCE
"I w" u lylllll ,�
Illu
.... DI-16 DI-15 120.0 15 Corrugated HDPE(Smooth Interior) 40.00 39.64 0.30% 43.80 CB-30 0-5 75.0 24 Corrugated HDPE(Smooth Interior) 38.40 36.00 3.20% 42.40
CONTOURS MAJOR
250 F _ d I" DI-15 Cl 121.0 18 Corrugated HDPE(Smooth Interior) 39.39 38.72 0.60% 43.80 CB-31 CB-30 94.0 15 Corrugated HDPE(Smooth Interior) 41.00 39.15 2.00% 44.80
IP s
-
249 tillhll IIIIII, CB-2 O 1 119.0 60 Corrugated HDPE(Smooth Interior) 33.86 33.50 0.30% 44.30 CB-32 0-6 73.0 54 Corrugated HDPE(Smooth Interior) 34.22 34.00 0.30% 43.87
CONTOURS (MINOR) II W
/' n W J Cl CB-2 48.0 60 Corrugated HDPE(Smooth Interior) 34.00 33.86 0.30% 44.46 CB-33 CB-32 115.0 54 Corrugated HDPE(Smooth Interior) 35.07 34.22 0.70% 44.50
N
STORM DRAIN \- Mi Cl Cl 142.0 60 Corrugated HDPE(Smooth Interior) 34.43 34,00 0.30% 45.90 CB-34 CB-33 98.0 48 Corrugated HDPE(Smooth Interior) 35.36 35.07 0.30% 44.97 Z 09
LIMITS OF DISTURBANCE o 6 O
In
130
RCP 0 0.50%
W 11 L CB-5 CB-4 74.0 54 Corrugated HDPE(Smooth Interior) 35.15 34.93 0.30% 45.50 CB-35 CB-34 148.0 48 Corrugated HDPE(Smooth Interior) 36.30 35.36 0.60% 44.60
W
CATCH BASIN I
N
Ilj'' ' I C113-6 CB-5 44.0 48 Corrugated HDPE(Smooth Interior) 35.78 35.65 0.30% 44.85 CB-36 CB-35 202.0 48 Corrugated HDPE(Smooth Interior) 36.91 36.30 0.30% 44.13
DI-42A
CB-7 CB-6 56.0 48 Corrugated HDPE(Smooth Interior) 35.95 35.78 0.30% 44.75 CB-43 CB-36 38.0 36 Corrugated HDPE(Smooth Interior) 38.03 37.91 0.30% 43.95
DROP INLET v►
CB-42
II ' DI-11 CB-7 122.0 18 Corrugated HDPE(Smooth Interior) 40.97 39.65 1.10% 44.80 CB-44 CB-43 42.0 36 Corrugated HDPE(Smooth Interior) 38.16 38.03 0.30% 43.50
i
+ 100.00 SPOT ELEVATION ",,' �__
-
gII - - Corrugated HDPE(Smooth Interior) 41.33 40.97 0.30% 44.80 CB 45 CB-44 81.0 24 Corrugated HDPE(Smooth Interior) 39.40 39.16 0.30% 44.50
I IIP ul , � • _,I� DI 12 DI 11 120 0 18
IIII°I''I :I CB-41 k ` CB-13 DI-12 75.0 15 Corrugated HDPE(Smooth Interior) 41.81 41.58 0.30% 45.34 DI-46 CB-45 101.0 24 Corrugated HDPE(Smooth Interior) 39.70 39.40 0.30% 44.25 z
DI-41A �P , Z
{' DI-51 LI
DI-34A- 4s CB CB-13 29.0 15 Corrugated HDPE(Smooth Interior) 41.90 41.81 0.30% 45.34 111 DI-46 119.0 18 Corrugated HDPE(Smooth Interior) 40.06 39.70 0.30% 44.80
I llliiII PIII++,)udl.luNllc, ;"II gINl111ullilrl
Cr3 CB-21 Cl 87.0 18 Corrugated HDPE(Smooth Interior) 40.15 37.50 3.00% 45.05 CB-50 CB-44 15.0 15 Corrugated HDPE(Smooth Interior) 40.00 39.91 0.60% 44.50 IL
h y yldllLlll lllIIII N'I"" 43 � CB-8 CB-7 90.0 48 Comlgated HDPE(Smooth Interior) 36.22 35.95 0.30% 43.00 DI-48 CB-44 100.0 36 Corrugated HDPE(Smooth Interior) 38.46 38.16 0.30% 43.45
I N
li�h 1 ixj0 z a INII I,'I 4 ill 3 �0.5 II
g �I Ipl:
'� IIII'lIP'IOil; XTENDED I CB-9 Cl 151.0 42 Corrugated HDPE(Smooth Interior) 37.68 37.22 0.30% 43.06 DI-49 DI-48 120.0 18 Corrugated HDPE(Smooth Interior) 41.20 39.90 1.10% 44.80 W
¢ 'Ar j�lllltili��llll�ll ENTI ND / �� "I'II"I , CB-10 CB-9 28.0 36 Corrugated HDPE(Smooth Interior) 37.75 37.68 0.30% 43.06 CB-41 CB-35 136.0 36 Corrugated HDPE(Smooth Interior) 37.60 36.92 0.50% 43.04 W W
A A REA 0-6 z
III _../Y-. .: � ' -
1Tae+e='`
DI-10A CB-10 15.0 24 Corrugated HDPE(Smooth Interior) 39.00 38.90 0.70% 44.00 CB-42 CB-41 40.0 36 Corrugated HDPE(Smooth Interior) 38.27 37.60 1.70% 43.27 O
0-8�` CB-32 z
-.,
�`' SHOP(s) D DI-9A Cl 15.0 15 Corrugated HDPE(Smooth Interior) 39.50 39.42 0.50% 43.50 DI-36A CB-36 15.0 18 Corrugated HDPE(Smooth Interior) 39.50 39.41 0.60% 45.00 W
> qq y
3 cL ^ q / FIFE = 46.55 LIMITS OF DISTURBANCE
0-7
0-5 / CB-18 CB-17 28.0 24 Corrugated HDPE(Smooth Interior) 39.34 39.25 0.30% 43.69 DI-42A CB 42 15.0 24 Corrugated HDPE(Smooth Interior) 38.50 38.27 1.50% 43.77
M,"I III I �
u II
p��nllI ll' III III CB-17 CB-4 190.0 36 Corrugated HDPE(Smooth Interior) 38.25 36.43 HDPE 3 1.00% 43.69 DI-41A CB-41 15.0 18 Corrugated (Smooth Interior) 37.80 37.60 1.30% 43.55
SPILL A., DIET L EET 10A III hull lI l �IIpIIultlol'Vslull"I VIIIq"uVIdljPl'I'I''
F I p ,K II III } r 1111'I "` T - lid 4 � DI-17A CB-17 16.0 24 Corrugated HDPE(Smooth Interior) 38.30 38.25 0.30% 44.00 DI-51 0-6 80.0 18 Corrugated HDPE(Smooth Interior) 36.00 34.00 2.50% 43.50
. WE 39.75 ••v I I IIIIII II�� � .,„ ( �� V
15' X 39'W X 24 DATIVE - �,^�' CB-0 _ DI-18A CB-18 14.0 24 Corrugated HDPE(Smooth Interior) 39.38 39.34 0.30% 43.50 CB-38 CB-37 45.0 36 Corrugated HDPE(Smooth Interior) 37.92 37.78 0.30% 45.15
CDOT C RIP- P _ ` o`O
h FIL� I2 ,� CB-45 4 J CB-39 CB-38 106.0 36 Corrugated HDPE(Smooth Interior) 38.29 37.92 0.30% 43.74 0
CB-30 ,r DI-36A
CB-43 CB-36 DI-29 0-4 129.0 18 Corrugated HDPE(Smooth Interior) 39.10 35.00 3.20% 42.50 CB-40 CB-39 62.0 24 Corrugated HDPE(Smooth Interior) 39.10 38.29 1.30% 43.69 ULU
SLOPES T BE A OR D BY ;,II / ° Z - r�
" CB- -'- I j p DI-27 O 3 121.0 18 Corrugated HDPE Smooth Interior 39.50 35.00 3.70% 44.50 DI-40A CB-40 14.0 24 Corrugated HDPE Smooth Interior °
9 ( ) 9 ( ) 39.20 39.10 0.70/0 44.00
ONCR E LABS y I=`n U ,n
I CB-24 0-2 82.0 24 Corrugated HDPE(Smooth Interior) 38.16 35.00 3.90% 43.91 CB-37 CB-36B 159.0 36 Corrugated HDPE(Smooth Interior) 37.78 37.35 0.30% 45.60 Q Z J Z
vllll M . 1 w
ti U ''I U fn
h _
Emri''IIC"'" a "� 4 j Cl3 CB-22 32.0 18 Corrugated HDPE(Smooth Interior) 39.05 38.95 0.30% 42.77 CB-36B CB-36 88.0 36 Corrugated HDPE(Smooth Interior) 37.35 36.91 0.50% 44.81 0 oe 2 �
LIMITS OF DISTURBANCE ' ''', N It pV IIIII w C7 U � r,
" a DI-36C
Yl ,I, / i i CB-22 O-2 79.0 24 Corrugated HDPE(Smooth Interior) 38.45 35.00 4.40% 42.77 DI-36C CB 36B 10.0 18 Corrugated HDPE(Smooth Interior) 37.45 37.35 1.00% 44.00
a a �I a I�w DI 46 DI 48 cn
EXT ED q''Illlu'lllullll''pIll�,lll, - I B-36B
N - u.,,ll , -.. _ IIII?
I I Q
plp"I�f�'" I "'I DI-23A CB-23 14.0 18 Corrugated HDPE Smooth Interior 39.35 39.05 2.10/° 43.30 DI-34A CB-34 15.0 18 Corrugated HDPE Smooth Interior 40.00 39.90 0.70% 45.47
" DETENTIO WETLAND l � ' s I k 44 `; 1 ��q 9 ( ) 9 ( ) � Q ZO
. .II h1glk'I p 4 .1. , , m o
vll X° ' ^o �I CB-26 CB-25 61.0 15 Corrugated HDPE(Smooth Interior) 39.23 39.04 0.30% 42.48 ij,B Al
O Ln
Z
ur yNll "I IVIIIIIP" m
o to a a V
a 11 ___- DI-25A CB-25 15.0 18 Corrugated HDPE(Smooth Interior) 38.58 38.48 0.70% 43.00 0-7 0-8 267.0 36 Corrugated HDPE(Smooth Interior) 32.00 31.50 1 0.19% 39.00 -
a N
4
CB-25 CB-24 104.0 24 Corrugated HDPE(Smooth Interior) 38.48 38.16 111 42.48 0-9 DPE O-3 249.0 30 Corrugated H (Smooth Interior) 32.50 31.50 0.40% 39.00 -
..._..I
47
-49 150 LF 18"
DI-471 CB-37 /
1L1.. - RCP 0 0.50% Ae 0
0-3 - In �� I%r7 � CB 38 � Z
I .
6
f
DI-29 r: C -39
� Q
v a 0-4 Z>t _._ B
a as LOWE'S FOODS
INV=37.75 STORE #235 B-1 CB-40 Z
v � m as FFE = 47.00 Q
45 I DI-40A W
-I1�2 � f v
DI �I-16
Q
DI-27
: aA 1
3
T TIO N TLAND
,2, .•\:,,r°, C:"C.'...:.:..:._.:�...... ., I i _I :.,I _.......,.-- I v ph "� 'IIIII LL Q
w
0-2 ee-� I I sv LLJ
` 0-1 -
lo
O
45 CB-24
D
0 DI 4 I915
n I" � CB-21 I-1 1
- ..
L
AI a u
ti .1
60"x60" BOX BCB-
TWINVI O
r -23 c j , t=Jl 4 - 44
-� � 100 L 18" ro
CULVERTS, 405 LF ® 11 1,
0.349K (SEE DETAIL, DI-25A `, CB-3 I /. RCP ® 0. OX L
r DI-23A V tf
SHEET C-11.3) WITH CB-25
DI9A�a5 s ab \\ - J 0
RIP-RAP OUTLET. ` i\1,1 1 CB-9 z
CB-4
a7 � CB-26 CB-5 A" ,
CB-7 C -8 Rs.
... 9s ,.
\� CB-6
DI-10A w `y
,_,_, Q
"Iu 44 INV=39.00 vy W
_ 2..
-6L I Q
a5
4 ..
r . y
- u
tn
a5 5
w "fir
ZAklw
IIII
w
lu 140 LF 36"
II � II t
- - a c
' I
RCP Q 0 50% -
' DI� 17A >
44 CB-18
^ CB
DI-1�a4 1
-17
- \M1a � II
00
LIMITS OF A5 ' d 3
N ` q0. I I III
�
N DISTURBANCE hI' IIIIIE o
oC \4 44 III III III, IIIIII III ,,i111 e ,,,y b;.:r`.
z 50 LF Z 44 _ III IIII -
00
0
O 0.50% LIMITS OF DISTURBANCE 4 ( o °L°
,a
y c O 0 0
to
X. N TES = -- = - II 0 - I J,^ 0 0
1 OFOWITHSTAINDINGETRAFTFICIAL LOADS TO BE HDPE CAPABLE cc c
cr
c c
° 2. BUILDING PADS TO BE SURCHARGED IN ACCORDANCE WITH T
m
0
GEOTECHNICAL REPORT BY ECS CAROLINAS, LLP, DATED MAY m
cc �
26, 2005. >T GROUNDWATER NOTE ro s
� - � Ii I IIII
THE PRESENCE OF GROUNDWATER SHOULD BE ° -'
0 3. HWY 211 & MIDWAY ROAD DRIVEWAY STORM DRAINAGE PIPES 111 ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID
o WILL BE DESIGNED IN COORDINATION WITH NCDOT REQUIRED SHALL INCLUDE CONSIDERATION FOR ADDRESSING
IMPROVEMENTS. - ,-, THIS ITEM. pp
w ; I
4. OFF-SITE ROADWAY IMPROVEMENTS TO BE SUBMITTED UNDER
DING FINAL REVIEW 0F TRAFFIC IMPACT
ANALYSIS FROM NCDOT.
_
tl a p0000000000000
„, co0o
� °°°°
,
°
° 9 °
o
w o° C
° A °
e ° 3 0
e o �
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o GRAPHIC SCALE o° °o° C I NE °°°��,�
I; L
I 80 0 40 80 160 000O °O°0000ca S� Op�o
n o
L °000L00 00000 01 ?,�•
1 inch = 80 ft.
PRELIMINARY DESIGN
icc
NOT RELEASED FOR CONSTRUCTION °
3
Z

o Q
z �
15'LX39'WX24"T SLOPES TO BE
e r
NCDOT CLASS "1 ' RIP-RAP ARMORED WITH un (r}
SLOPES TO BE CONCRETE SLAB
ARMORED WITH
CONCRETE SLAB
TOP OF DAM ELEV. 43.00' w in
-
- - - - -
- 39' WEIR l;I � -ll � o
TOP OF WEIR = 39.75' = WQ POOL ELEV. V-6� -1 I 1-III-I w
EXTENDED DETENTION WETLAND ° v , ••'. ,_- f
NORMAL POOL ELEV. = 39.00' °
a. 1- 3'-9•
~ d.
• -. = • ' P P p C O O O P P � O O O t7' O P O P i7 � .
•..' ., ., • _ .• ° , - ," , _ .'• •`a. ; .. • wale
• • is
39 WEIR
z
-
5 _- - - - - - - - - ____ ____ -
f _
A. r w �.,... _.....__ _- "'".` I I ----
1.50 X 0.75 DRAWDOWN WEIR + I �-----I I I +-•--+�,.` , _ .-I--.� -1�
1._6• INVERT = 39.00' 5'
DRAWDOWN WEIR
f, . • d �, 6 !, �'
. � a . f .° CUT❑FF WALL INVERT = 39.0
w
W
$' W
P o P P P o o P P o P P cy z
tB 5' g SECTION B - B =
,tom
P P P o P P P O P O P P P P P P O P P
It
P P P O O O P
15'
NATURAL GROUND SURFACE S
PROPOSED GROUND SURFACE _
,-
LU
15'LX39'WX24"T �- CA Lli v
Lon
NCDOT CLASS 'T' RIP-RAP u- w -+ Z o
TOP OF DAM ELEV. - 43.00 Q � � �
LA
Lu w u "1 r,
O O P O P P O P P O O P O P P O O O
� a J < �
w UM
10 8 TOP OF WEIR. = 39,75' ate.
:...:, . . C7
. .«.. « �. WETLAND WSE - 39 00 �
A - - - -- - - P P P P O O P C4
- - I-I I *~ 3'-9. EXTENDED DETENTION WETLAND
39` NORMAL POOL ELEV. = 39.00
El I I� 111= - '
- - � -- _ _• - I- WETLAND BOTTOM 38 50'
TI-
P
P LAN
NTS 15'LX39'WX24"T
SUMMARY INFORMATION: NCDOT CLASS "'I " RIP-RAP z
DRAINAGE AREA = 39.47 ACRESSECTION A-A
TOTAL IMPERVIOUS AREA PROPOSED 27.92 ACRES (70.7%) O�--NORMAL POOL ELEVATION = 39.00' NTS
TEMPORARY POOL ELEVATION = 39.75' W
DRAWDOWN CONTROL STRUCTURE: 1.5' WIDE WEIR ® 39.00 ADFTAIL W o w� PIl� I�W PRIMARY OUTLET STRUCTURE: 39 WEIR @ 39.75
BOTTOM OF DEEP POOL = 36.00' f'J T J
ESTIMATED SEASONAL HIGH WATER TABLE = 39.00'
Z
ESTIMATED SEASONAL LOW WATER TABLE = 37.00'
W
TSS REMOVAL EFFICIENCY: 85% Q 11
DESIGN STORM; 1"
NORMAL POOL SURFACE AREA = 1261325 SF* H
W LL!
WO STORAGE VOLUME PROVIDED = 111,399 CF*
III-
CONTROLLING OUTLET = 18" WIDE X 9" HIGH WEIR X
PERMANENT POOL VOLUME = 110,156 CF* BERM Lu
W
/
FOREBAY VOLUME = 28,297*
f TOP OF WETLAND EL = 43,00
NA
RECEIVING STREAM: RIVER SWAMP LIMBER BASIN 10' MINIMUM
TOP OF WETLAND EL = 43.00 MAI
STREAM INDEX NUMBER: 1 5-25-1 -6 TEMP POOSS
-TEMP. POOL: 39,75 . L: 39.75 ACNT NO
EIR ENA
CLASSIFICATION OF WATER BODY: "C:Sw" 30' WIDE w
BUBBLER RIM: 39.00 BUBBLER RIM: 39.00 � BUBBLER RIM: 39,00 INV 39-75
. EX. WETLANDS/DITCH y 1.5' ODE39EIIRR �� c
00
NORMAL POOL EL 39.00 - -"
9
6-12" MARSH 0-6" MARSH O"-6'" MARSH 30" MINIMUM X
S' 1 6"_12" MARSH VE E FILTERM I CH
E z
� BOTTOM EL 36.00 r MICRO POOL � MICRO POOL OUTLET
THiSUSHEET
FOREBAY BOTTOM EL 36.00 BOTTOM EL 36.00
INVERT IN: VARIES
WETLAND 3 (2) 267 LF 36" RCP INVERT IN: 31.50 WETLAND 1
Z
(SEE SHEET C12.01) y INVERT OUT: 32.00 U
7' x 7' x 3' CONCRETE FOOTING 7' x 7" x 3' CONCRETE FOOTING �" < a
7' x 7' x 3' CONCRETE FOOTING ;Ii w/ REBAR ANCHORS w/ REBAR ANCHORS W u
w/ REBAR ANCHORS J -"
v_
U N
NOTES o is
1. PROFILE SHOWN WITHOUT WETLAND VEGETATION FOR CLARITY.
2. REFERENCE LANDSCAPE PLAN FOR WETLAND VEGETATION,
3. FOREBAY AND MICRO POOLS MUST BE PUMPED FOR EMERGENCY DRAINING c
c
O
F-
BERM -
c
U.
TOP OF WETLAND EL - 43.00
10' MINIMUM 3
TOP OF WETLAND EL = 43.00 TEMP. POOL: 39.75 MAIN
TEMP. POOL: 39.75 ACCESS
W 30' WIDE WEIR -'
z BUBBLER RIM: 39.00 BUBBLER RIM: 39.00 BUBBLER RIM: 39.00 INV 39.75� ti
_ - EX. WETLANDS/DITCH WI ^j
1.5' DE WEIR ` �
Q NORMAL POOL EL 39,00 - INV 39.00Go 00
30' MINIMUM
ti 6-12" MARSH 0-6" MARSH 0"-6" MARSH a
6"-12" MARSH VEGETATIVE H Z
` � MICRO POOL OUTLET STRUCTURE 115. FILTER z 4 $ O
BOTTOM EL 36.00 MICRO POOL BOTTOM EL 36.00 SEE THIS SHEET
o FOREBAY BOTTOM EL 36.00
G
WETLAND 2 (2) 170 LF 30" RCP WETLAND 1
E INVERT IN: VARIES r2
INVERT IN: 31.50 u
z
( ) INVERT OUT: 7' x 7' x 3' CONCRETE FOOTING SEE SHEET C12.01 7' x 7' x 3' CONCRETE FOOTING 32,50 w/ REBAR ANCHORS
0 7' x 7' x 3' CONCRETE FOOTING w/ REBAR ANCHORS
w/ REBAR ANCHORS m
NOTES
n 1. PROFILE SHOWN WITHOUT WETLAND VEGETATION FOR CLARITY. J��� n 0 I L�
2. REFERENCE LANDSCAPE PLAN FOR WETLAND VEGETATION. V Y /1
R�
3. FOREBAY AND MICRO POOLS MUST BE PUMPED FOR EMERGENCY DRAINING I V . T. aq° ee°o °4e
,
o mbeoe�O 55 r7 e�,9�@.
O S e
Y e O
GROUNDWATER NOTE $, 028942 4 s >
THE PRESENCE OF GROUNDWATER SHOULD BE °°° t` o
ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID mpoGyJ°e° Co NE�,°° ,Z'Zgp
a SHALL INCLUDE CONSIDERATION FOR ADDRESSING °n FR FRS o° jv
THIS ITEM• o oo°°Qa,o,00 °°°e
z_
PRELIMINARY DESIGN
NOT RELEASED FOR CONSTRUCTION
f

0
Z
(3)
IG IVB CS CE PC SC SL IV CA IG IVB PC J
-s °°" HM 4 65 50 200 225 90 200 8 / 5 8 155 190
:- 4
IG 43 _ AC
9 3 AG 150 J
CS 2 -- SC 70
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_ 230 ZIm
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11 T 2
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SV Z ` �- 4(1
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LM WETLAND
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RI ALL-
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EXTENDED DETENTION 11 15 _ �� / 30 0 15 30 60
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WETLANDS GRADING & PLANTING NOTES: 2
1. ADEQUATE ACCESS MUST BE AVAILABLE FOR INSPECT[❑NS, MAINTENANCE, AND EQUIPMENT. 3 J
2. ALL MAINTENANCE ACTIVITIES SHOULD BE RECORDED. NOTES SHOULD INCLUDE THE DATES AND 8 �
"
4 EXISTING GRADE
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TYPESOF WORK PERFORMED AS WELL AS WHO PERFORMED THE WORK. 5 oe
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3. DEVELOPMENTAL PHASE MAINTENANCE EXTENDS THROUGH 2 TO 5 GR❑WING SEASONS. OR PROPOSED GRADE >_
4. IF A MINIMUM COVERAGE OF 70 PERCENT IS NOT ACHIEVED IN THE PLANTED WETLAND ZONES 4 INCHES MULCH 99
AFTER THE SECOND GROWING SEASON, SUPPLEMENTAL PLANTING SHOULD BE ADDED TO ACHIEVE ( SEE LANDSCAPE NOTES oCSPACING FOR TYPE OF MULCH ) �
A COVERAGE OF 90 TO 95 PERCEN AS N❑TED H
5. INFERTILE SOILS SHOULD BE AMENDED BEFORE INSTILLATION AND THEN FERTILIZED (, IF SHRUB IS B t B, THEN
PERIODICALLY THEREAFTER.- ( / r►MW�I+µIMrM�+NMV1P H REMOVE BURLAP B ROPE
6. ACCEPTABLE FERTILIZERS CAN BE: MINERAL, ❑RGANIC (MANURE), COMPOST OR GREEN CROPS. � '� ~ 1 2. MIN. 'O 12' FROM TOP 1/3 OF BALL oC
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BACKFILL MIX Z
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7. SAPLINGS OF TALL TREES PLANTED IN OR NEAR THE BASIN MAY REQUIRE STAKING. CARE 9\� Z
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SHOULD BE TAKEN NOT TO DAMAGE THE ROOTS OF THE TREES WHILE STAKING. THE STAKES UNDISTURBED SUBSOIL J
SHOULD BE KEPT IN PLACE FOR 6 TO 18 MONTHS. 10 12 O d
8. WEEDING IS OFTEN NECESSARY IN THE FIRST GR❑WING SEASON, PARTICULARLY IF HERBACEOUS
GRASSES ARE❑UT-COMPETING THE YOUNG WOODY VEGETATI❑N GROWTH. GRASS SHOULD BE 12 H
REMOVED TO ABOUT 6" ON ALL SIDES OF THE SOIL BIOENGINEERING ELEMENT. THE NEED FOR WEEDING LANDSCAPE BED -- LAWN
MAY BELARGELY ELIMINATED BY MINIMIZING THE AMOUNT OF SEED USED FOR TEMPORARY EROSION 8 � m
09
CONTROL. 2 TYPICAL SHRUB PLANTING ON SLOPE W
9. SOILS SHOULD BE LOOSENED TO A DEPTH OF 6". HARD SOILS MAY REQUIRE DISKING. 11 13 O NOT TO SCALE
10. WHENEVER POSSIBLE, TOPSOIL SHOULD BE SPREAD TO A DEPTH OF 4-10" AND LIGHTLY COMPACTED TO 6 n lu
A MINIMUM THICKNESS OF 6 SECTION
11. THE OPTIMAL PERIOD FOR TRANSPLANTING EXTENDS FROM EARLY APRIL TO MID-JUNE SO THAT THE
WETLAND PLANTS WILL HAVE A FULL GROWING SEASON TO BUILD THE ROOT RESERVES NEEDED TO
SURVIVE THE WINTER. O7 EARTHEN SAUCER ENTERING SLOPE 3 TO I MAX. FOR SLOPE
O SHOVEL EDGE-CONTRACTOR TO PROVIDE , STABILIZATION AND PLANT MATERIAL.
12. POST-NURSERY CARE OF WETLAND PLANTS IS VERY IMPORTANT IN THE INTERVAL BETWEEN DELIVERY SMOOTH CONTINUOUS EDGE AS SHOWN ON PLANS. gO EXCAVATE PIT TO 2 TIMES THE WIDTH OF SPACING
OF THE PLANTS AND THEIR INSTILLATION BECAUSE THEY ARE PRONE TO DESICCATION. THE STOCK DIG EDGE WITH COMMON SPADE OR STRAIGHT ROOTBALL. SCARIFY SIDES OF PIT SO THAT AS NOTED � J
SHOULD BE FREQUENTLY WATERED, FERTILIZED AND SHADED. , O
BLADE SHOVEL. SIDES ARE NOT SMOOTH/GLAZED. AQUATIC PLANT MATERIAL (TYP.). O
13. A WET HYDROSEED MIX OR OTHER METHOD SHOULD BE USED TO ESTABLISH VEGETATIVE COVER IN THE A i SEE PLANTING PLAN. w
WETLAND WITHIN 14 DAYS OF CONSTRUCTION. FOR RAPID GERMINATION, SCARIFY THE SOIL TO A O2 SHRUB PLANTING gO BACKFILL WITH SOIL PER SPECIFICATIONS PLAN Z -
HALF-INCH PRIOR TO HYDROSEEDING. D N
O3 GROUNDCOVER PLANTING 10 LARGER B&B MATERIAL: Z w Z o
14. IF THE WETLAND WAS USED DURING CONSTRUCTION AS A SEDIMENT BASIN OR TRAP, THE BASIN MUST O LULL � o
BE CLEANED OUT, GRADED, AND VEGETATED WITHIN 14 DAYS OF THE COMPLETION OF THE -REMOVE TOP 1/2 OF WIRE ROOT BALL BASKET OR U M
CONSTRUCTION, PROVIDED THAT THE DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED.
�4 3" MULCH LAYER(TRIPLE SHREDDED HARDWOOD ROOTBALL STRAPS. REMOVE ALL SYNTHETIC SEE PLANT LIST FOR MAX. PLANTING DEPTH w
STRAP MATERIAL FROM ENTIRE ROOT BALL. Q Z Q -
15. BECAUSE MOST STORMWATER WETLANDS ARE EXCAVATED TO DEEP SUB-SOILS, THEY OFTEN LACK THE O5 6" DEPTH TILLED/AMENDED SOIL - REMOVE TOP 3/4 OF BURLAP ROOT BALL POND NORMAL WATER LEVEL. Q Z -� �o
NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF PLANTS. AT THESE a' Q Z r)
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SITES, 12" OF TOPSOIL OR WETLAND MULCH SHOULD BE ADDED TO ALL DEPTH ZONES IN THE WETLAND ROOT BALL COVERING. REMOVE ALL SYNTHETIC COVERING. LU
6 : 0:� � ® �
FROM 1 FOOT BELOW THE NORMAL POOL TO 6" ABOVE. WETLAND MULCH IS DEFINED AS A TECHNIQUE POND SIDE SLOPES 3 TO I MAX. 0-
-IN SANDY/WELL DRAINED SOIL: SET TOP CONTAINER GROWN MATERIAL:
FOR ESTABLISHING MARSH AREAS BY SPREADING THE TOP 12" OF WETLAND SOIL FROM A DONOR O Z
1 1 _
WETLAND OVER THE SURFACE OF A CONSTRUCTED STORMWATER WETLAND AS A MULCH. THE MULCH IS SURFACE ELEVATION OF ROOTBALL FLUSH WITH FINAL EXISTING GRADE. REMOVE ENTIRE CONTAINER FROM AROUND �
BEST COLLECTED AT THE END OF THE GROWING SEASON. DONOR MATERIAL ORIGINATING FROM A PLANT PRIOR ,-
NATURAL WETLAND MUST COME FROM ONE THAT HAS BEEN INCLUDED IN THE APPROVED IMPACTS -IN HEAVY CLAY/POORLY DRAINED SOIL: SET TOP TO PLANTING I EI
AUTHORIZED BY THE 401 WATER QUALITY CERTIFICATION ISSUED BY THE NC DIVISION OF WATER SURFACE OF ROOTBALL 1/4-1/3 ABOVE FINAL
QUALITY. REMAINING WETLANDS ONSITE (OR OFFSITE) MUST NOT BE UTILIZED OR THE PURPOSE OF EXISTING GRADE. 12 -
PLACE ROOTBALL ON SOLID SUBGRADE, NOT III-III—_— t, , -_—_ PLANT ALL AQUATIC MATERIAL IN
AMENDING THE SOILS OF YOUR STORMWATER WETLANDS.
LOOSE BACKFILL MATERIAL -II I III I I—I I—I 1 1—I I I 1 1 I—I I- TOPSOIL. SEE NOTES FOR DEPTH OF TOPSOIL.
-III-III=1 I I=1 I-I i t-I I-III=
16. THE WETLAND DRAIN SHOULD BE FULLY OPENED FOR NO MORE THAN 3 DAYS PRIOR TO THE PLANTING I�—III—III-I I�--III EXISTING UNDISTURBED SUBGRADE.
DATE TO PRESERVE SOIL MOISTURE AND WORKABILITY. NOTES: 13 UNDISTURBED SUBGRADE I-1 j—III -I
USE WEED BARRIER FABRIC IN ALL MULCHED AREAS NOT PLANTED V
WITH SPREADING GROUNDCOVER TYPICAL PERENNIAL PLANTING z
TYPICAL LANDSCAPE BED PLANTING 3NOT TO SCALE z
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WETLANDS AREA PLANT LIST
BOTANICAL COMMON WATER NO. OF
TYPE SYMBOL KEY NAME NAME SIZE SPACING DEPTH NEITES PLANTINGS
WETLAND CA Clethro alnifolic Summersweet Clethro 1-GAL. 24" O.C. 177 2
SHRUBS O HM Hibiscus moscheutos Rose Mellow 1-GAL. 24" O.C. re baceous emergent 169 U
IG Ilex glabra Inkberry Holly 1-GAL. 24" O.C.
282 °
0 IV Ilex verticillata 'Cocapon' Common Winter Berry 3-GAL. 36" O.C. pollenote with 'Jim Dandy' 213
AC Acorus calcmus Sweetflog LG. PLUG 24" O.C. Up to 6" herbcceous emergent 1,089
AG Arundinaria gigantea 'Tecto
' River Cane LG. PLUG 24" O.C. Up to 12" bunch gross 510 z
CE Cyperaceae eleocharis Spikerush 1-GAL 24" O.C. Up to 12" bunch gross 1,420 LU
IVB Iris virginiano Blue Flog 1-GAL 24" O.C. Up to 12" cquatic plant 1,890 > Q
LM Lemno minor Common Duck Weed GAL. BAG Up to 36" aquatic plant 35 J
o
WETLAND ° ° ° ° NL Nelumbo Iuteo American Lotus LG. PLUG 24" O.C. Up to 36" cquatic plant 1,846 W 1 3
= PLANTINGS CJ
o PC Pontederia cordato 'Blue' Blue Pickerel Weed I 2
LG. PLUG 24" O.C. Up to 12" aquatic plant 2,005 O m
PV Peltanara virginica Arrow Arum LG. PLUG 24" O.C. Up to 36" aquatic plant 975
a III-1II—III-III= SL Sagittaria latifolic Duck Potato LG. PLUG 18" O.C. Up to 12" aquatic plant 2,075
ID SC Scirpus colifornicus Bulrush LG. PLUG 24" O.C. Up to 36" aquctic plant 1,960
N
SV Scirpus volidus Softstem Bulrush LG. PLUG 24" O.C. Up to 36" aquatic plant 795
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SITE PLAN FOR
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BRUNSWICK CO NORTH CAROLINA
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OUTPARCEL-3
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, - - — — — C12.00 OVERALL GRADING & DRAINAGE PLAN
ARCEL-, C12.01 GRADING & DRAINAGE PLAN
C12.02 GRADING & DRAINAGE PLAN
� \ 1 I C15.01 EXTENDED DETENTION WETLAND DETAILS
PROJECT OWNERi � i N iEPIIiE
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`~ �� �� � , ' / ' I L �, C1 6.02 STORM DRAINAGE DETAILS
AND CONSULTANT - __ - � 1 - I I
L12. WETLAND PLANTING PLAN
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OWNER APPLICANT CIVIL ENGINEERING CONSULTANT ~ ' � �"- \' / / OUTPArt�-5
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MDI DEVELOPMENT, LLC KIMLEY—HORN AND ASSOCIATES, INC. _ ` LisW- I I m� L13.00 LANDSCAPE DETAILS
ATTN: MR. NICK GARRETT 3001 WESTON PARKWAY w -- ... �
6131 OLEANDER DR., STE A CARY, NC 27513
WILMINGTON, NORTH CAROLINA 28405 MR. DAN MILLER, P.E. — `'_ - \ v
I I
PH. [phone] PH. [phone] `" •\ ' J r i I I ��
FAX [phone] FAX [phone] \ SOpOR P \ / \ \ \ _ _ \ I I lo� REVISIONS
ARCHITECT SURVEYOR RO \. _ — I Q
BARTHOLOMEW ASSOCIATES CAPE FEAR SURVEYING SERVICES ` 1W"PVe' VC A� "`~•.. \ \ U, 6
606 WADE AVENUE ONE NORTH SIXTH STREET
RALEIGH, NC 27605 WILMINGTON, NC 28401
PH. [phone] X18 PH. [phone] FAX [phone] ,.
FAX [phone] ATTN: MARC GLENN
spa PACE ��� I Q
9/27/07 STORMWATER PLAN SUBMITTAL TO DWQ DM
PRELIMINARY0 8/10/07 1ST SUBMITTAL TO BRUNSWICK COUNTY DM
-> •- N0. DATE DESCRIPTION BY
NOT FOR CONSTRUCTION
This document, together with the concepts and designs \���IIIIIII►p�/�/
presented herein, as an instrument of services, is intended ������ CARS
only for the specific purpose and client for which it was ��/ji''%
PREPARED IN THE OFFICE OF: GRAPHIC SCALE prepared. Reuse of and improper reliance on this document •••'9
_
im
without written authorization and adaptation by Kimley-Horn SEAL"
-'
,00 o so 100 200 aoo and Associates, Inc. shall be without liability to Kimley-Horn -
and Associates Inc. '�•
028948
'� •• FNG I E��.��:
(K e orn
IN FEET ) Copyright Kimley-Horn and Associates, Inc., 2007
1 inch = 100 ft. ,z?,dl
and Associates nc . DRAWING: SEAL:
DATE: JOB NUMBER:
P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068
PHONE: (919) 677-2000 FAX: (919) 677-2050 JANUARY 22 , 2007 012796002

GENERAL NOTES:
UTILITY NOTES: GRADING:
1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS,
BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXITS, 1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION ALL WORK AND MATERIALS SHALL COMPLY WITH BRUNSWICK COUNTY AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
CANOPIES, RAMPS, DOWNSPOUTS, GRAVEL AREAS ADJACENT TO BUILDING WALLS, UTILITY OF PROPOSED UTILITIES. (NCDOT) REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS. TREE SURVEY LEGEND
2. ACCESSIBLE SIGNS WITH A "VAN" MARKING SHALL HAVE ADDITIONAL SIGN MOUNTED BELOW THE 2• CONTRACTOR SHALL NOTIFY THE BRUNSWICK COUNTY UTILITY INSPECTOR 2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. LEGEND-
SYMBOL OF ACCESSIBILITY SIGN DENOTING VAN ACCESSIBILITY. 72-HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO � ELECTRIC METER CM CRAPE MYRTLE
3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS: GROUND BREAKING. DHS DRILL HOLE SET M MAPLE TREE
3. REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION.
8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP IPF IRON PIPE FOUND G GUM THE
4. ALL WORK AND MATERIALS SHALL COMPLY WITH BRUNSWICK COUNTY, AND NORTH CAROLINA 8" PVC SDR26 PER ASTM D 3034, FOR PIPES MORE THAN 12' DEEP 4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND IPS IRON PIPE SET 0 OAK TREE
STATE REGULATIONS, CODES, AND DETAILS, O.S.H.A. STANDARDS, NORTH CAROLINA STATE 4" OR 6" SDR35, ASTM-3034 CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. ❑T TELEPHONE PEDESTAL P PINE TREE
BUILDING HANDICAPPED ACCESSIBILITY CODE VOL. IC. SERVICE LATERALS: DUCTILE IRON PIPE PER AWWA C150 AND AWWA C151
R W RIGHT-OF-WAY 8 BIRCH TREE
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO � UTILITY POLE POP POPLAR TREE
5. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 4. WATER LINES SHALL BE AS FOLLOWS: EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION. HW HARDWOOD TREE
CURB & GUTTER AS SHOWN ON THE CONSTRUCTION DRAWINGS.
6" AND LARGER - POLYVINYL CHLORIDE _PVC) PIPE CONFORMING TO ASTM -E - OVERHEAD ELECTRIC LINES H HOLLY TREE
6. ALL CURBED RADII ARE TO BE 10' UNLESS OTHERWISE NOTED. D2241 OR C900, NSF APPROVED, DR14 COPPER TUBE 6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE. ❑w WATER METER
0 GUY WIRE C CEDAR TREE
MAG MAGNOLIA TREE
7. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM AFIELD SURVEY SERVICES
PSI, NS POLYETHYLENE PLASTIC PIPE (CTS) SDII ASTM D-2239, CLASS 7. ALL FILL TO BE COMPACTED PER THE RECOMMENDATIONS OF A GEOTECHNICAL ENGINEER. UTILITY POLE WITH LIGHT
® WATER VALVE
BY CAPE FEAR SURVEYING (NOVEMBER 2006)
5. MINIMUM TRENCH WIDTH SHALL NOT BE MORE THAN 2 FEET WIDER THAN THE PIPE 8. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER WF WOODEN FENCE
8. CROSS ACCESS EASEMENTS SHALL BE RECORDED PRIOR TO ISSUANCE OF BUILDING PERMITS TO GRADING REQUIREMENTS. t LIGHT POLE
ALLOW CONNECTIVITY TO ADJACENT PROPERTIES FROM THE PROPOSED DRIVEWAYS FOR FUTURE 6. PVC SANITARY SEWER SERVICES WHICH ARE 3 TO 14 FEET DEEP SHALL REQUIRE ICV IRRIGATION CONTROL VALVE
DEVELOPMENT. BEDDING IN ACCORDANCE WITH DETAIL 7.10 & 7.13 FOR PVC PIPE. PVC SERVICES 9. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT.
9. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING WHICH ARE GREATER THAN 14 FEET AND LESS THAN 20 FEET SHALL REQUIRE REFER TO PAVEMENT SECTIONS TO ESTABLISH CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED © CABLE PEDESTAL
UNDER THIS CONTRACT © GAS METER
CONSTRUCTION. CLASS A BEDDING IN ACCORDANCE WITH DETAIL 7.13. ANY SERVICES OVER 20' O CLEANOUT
10. THE CONTRACTOR SHALL REPLACE EXISTING CONCRETE CURBS AND GUTTER AS NECESSARY. AND LESS THAN 3' DEEP REQUIRE DIP. 10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS CONCRETE
TO NEW OR EXISTING DRAINAGE INLETS OR SHEET OVERLAND. 0 FIBER OPTIC
7. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS MB MAIL BOX
11. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN CALLED OUT IN STANDARD DETAIL MW-19. 11. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS SUBJECT TO A FINE. HCAP HANDICAP
FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE DIP DUCTILE IRON PIPE
AFFECTED PROPERTY OWNERS. 8. WATER LINES SHALL BE LOCATED AT LEAST TEN (10) FEET HORIZONTALLY FROM 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER RCP REINFORCED CONCRETE PIPE
12. CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE ANY EXISTING AND/OR PROPOSED SANITARY SEWER AND/OR STORM WATER LINES. DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. C&G CURB & GUTTER
WITH THE STANDARDS OF THE NCDOT. WHEN LOCAL CONDITIONS PREVENT A TEN (10) FOOT LATERAL SEPARATION, THE TSB TRAFFIC SIGNAL BOX
WATER LINE SHALL BE LAID AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER 13. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. BFP BACKFLOW PRVENTOR
13. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR. LINE OR 18 INCHES BELOW THE BOTTOM OF THE STORM WATER LINE. ICV IRRIGATION CONTROL VALVE
14. CONTRACTOR SHALL GRASS DISTURBED AREAS UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. -W- WATERLINE
14. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE DEVELOPER ANY DISCREPANCIES FOUND
BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT 9• CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3'-0" COVER ON ALL WATERLINES.
15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. -E- OVERHEAD
® GAS VALVE
FOR INSTRUCTION PRIOR TO PROCEEDING. 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES,
RIP RAP
15. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE 16. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND SPECIAL UGCTV UNDERGROUND CABLE TV
OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF CMP CORRUGATED METAL PIPE
STRUCTURE. BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH THE WORK INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE DESIGNS) TO INSTALL
APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" SAID ITEMS. & WELL
16. THE CONTRACTOR SHALL CONSTRUCT ACCESSIBLE RAMPS AT ALL INTERSECTIONS IN WMH WATER MANHOLE
ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARDS CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA SDMH STORM DRAIN MANHOLE
MANUAL (LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS). C-151) (CLASS 50). 17 E CO
NTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN �SMH PSANITARY EDESTRANECROSSWAL� SIGNAL
-G- GAS LINE
17. SIGHT LINES SHOWN ARE IN ACCORDANCE WITH AASHTO GUIDELINES. 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE 18. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE -FO- FIBER OPTIC LINE
BACKFILLING,
LOCATIONS AND ELEVATIONS.
18. APPROVED, STAMPED AND SIGNED BUILDING ELEVATIONS FROM THIS SITE PLAN MUST BE
INCORPORATED IN THE BUILDING PERMIT PLANS. 12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. 19. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND UTILITY STRUCTURES, TOPSOIL AND ANY OTHER DELETERIOUS
MATERIALS SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE BELOW THE STRUCTURE.
19. ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH THE BRUNSWICK COUNTY
STANDARDS, SPECIFICATIONS, AND DETAILS. 13. BRUNSWICK COUNTY HAS THE RIGHT TO INSPECT ALL PRIVATE WATER SYSTEMS.
20. ALL FOUNDATION EXCAVATION SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL REPRESENTATIVE TO DETERMINE WHETHER
14. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES, UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIRABLE MATTER SHALL BE REMOVED, BACKFILLED AND COMPACTED AS
REQUIRED BY THE GEOTECHNICAL REPRESENTATIVE.
TRAFFIC CONTROL: 15. EXISTING NEW UTILITIESTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY
21. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO
ACCOMMODATE UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES
1. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR DETAILS OF 16. REFER TO ARCHITECTURAL DRAWINGS FOR TIE-IN LOCATION AND ELEVATION OF AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP FOR CATCH BASINS. ALL PIPES SHALL BE RCP CLASS III, UNLESS OTHERWISE
ALL UTILITIES. NOTED.
STANDARD TRAFFIC CONTROL SIGNS AND STANDARDS.
17. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE 22. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
2. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING I
LIGHTS, TRAFFIC MEN, ETC. FOR MAINTENANCE AND PROTECTION SIGNS,
TRAFFIC AS REQUIRED BY BRUNSWICK COUNTY UTILITY DEPARTMENT WITH REGARDS TO MATERIALS AND ABBREVIATION L_I S T
INSTALLATION OF THE WATER AND SEWER LINES. 23. SPOT ELEVATIONS INDICATE FLOWLINE UNLESS OTHERWISE NOTED.
THE NORTH CAROLINA DEPT. OF TRANSPORTATION (NCDOT) AND BRUNSWICK COUNTY
A
ENGINEERING DEPARTMENT. 18. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR 24. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
ADD-- APPROXIMATE
ANGLE DEVIATION
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON BEMC- BRUNSWICK ELECTRICAL MEMBERSHIP CORPORATION
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, 25. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING CMP- CORRUGATED METAL PIPE
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. CB- CATCH BASIN
AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE CONC- CONCRETE
UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST 26. THE GRADE AWAY FROM THE FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. DMH- DRAIN MANHOLE
EXACT FIELD LOCATION OF UTLITES. D- DELTA
BACKFLOW PREVENTION NOTES: DIP- DUCTILE IRON PIPE
19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL E- EAST
EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ELIP- ELLIPTICAL
ON THE PLANS. EX OR EXIST- EXISTING
FT- FEET
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, 20. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES GV- GATE VALVE
HYDRANTS, FIRE DEPARTMENT CONNECTION POINTS OR OTHER WATER-USING AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED HC- HANDICAPPED
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. DRAINAGE: HORIZ- HORIZONTAL
AND ITS REQUIRED BACKFLOW PREVENTER.
ID- INSIDE DIAMETER
21. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION I.D.- IDENTIFICATION
2. EACH UTILITY DEPARTMENT REQUIRED BACKFLOW PREVENTER ASSEMBLY IS REQUIREMENTS AND SPECIFICATIONS. 1. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
REQUIRED TO BE TESTED BY AN APPROVED CERTIFIED TESTER PRIOR TO PLACING TYPE 1: RCP, CLASS III PER ASTM C-76,WITH FLEXIBLE PLASTIC BITUMEN K - INVERT
HA- KIMLEY-HORN AND ASSOCIATES
THE WATER SYSTEM INTO SERVICE. 22. ALL UTILITY MAIN LENGTHS SHOWN ARE APPROXIMATE. GASKETS AT JOINTS. LEN- LENGTH
CLASS IV WHERE INDICATED ON CONSTRUCTION DRAWINGS. NCDENR- NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
3. ALL BACKFLOW ASSEMBLIES SHALL BE USC-FCCCHR APPROVED. 23. ALL EXISTING UTILITIES PROPOSED TO BE RELOCATED ON THESE PLANS SHALL BE 2. ALL STORM DRAINAGE WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CLASS III REINFORCED CONCRETE PIPE. MIN.- MINIMUM
PLACED UNDERGROUND. NAD- NORTH AMERICAN DATUM
NAVD- NORTH AMERICAN VERTICAL DATUM
24. ALL SANITARY SEWER AND WATER DISTRIBUTION SYSTEM WORK TO BE INSTALLED 3. ALL PIPE LENGTHS AND SLOPES ARE APPROXIMATE. N OR NO- NORTH
BY A LICENSED UTILITY CONTRACTOR. NTS- NOT TO SCALE
FIRE PROTECTION NOTES: 4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE METHOD. NIC- NOT IN CONTRACT
25. THE CONTRACTOR SHALL COORDINATE AS REQUIRED WITH BRUNSWICK ELECTRIC OD- OUTSIDE DIAMETER
AND ATLANTIC TELEPHONE MEMBERSHIP CORPORATION (ATMC) FOR INSTALLATION 5. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. PI- POINT OF INTERSECTION
1. A POST INDICATOR VALVE SHALL BE PROVIDED AT THE RIGHT OF WAY OR EDGE OF PRIMARY ELECTRIC SERVICE AND TELEPHONE SERVICE TO THE PROPOSED PT- POINT OF TANGENCY
OF EASEMENT AT LEAST 40-FEET FROM THE BUILDING. BUILDINGS. 6. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER
APPLICABLE CRITERIA: PVC- POLY VINYL-CHLORIDE PIPE
R- RADIUS
2. A FIRE DEPARTMENT CONNECTION SHALL BE LOCATED WITHIN 50-FEET OF A FIRE 26. WHEN A WATER MAIN CROSSES OVER A SEWER MAIN, THERE MUST BE EIGHTEEN RCP- REINFORCED CONCRETE PIPE
HYDRANT. INCHES OF VERTICAL SEPARATION. IF THE WATER MAIN MUST GO UNDER THE A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME. S- SLOPE
SEWER MAIN, BOTH THESE LINES MUST BE OF DUCTILE IRON FOR A DISTANCE OF S OR SO- SOUTH
3. THE SPRINKLER RISER ROOM SHALL BE PROVIDED WITH AN ENTRY DOOR FROM THE TEN FEET ON EITHER SIDE OF THE CROSSING WITH A TWELVE INCH VERTICAL B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
SD- STORM DRAIN
EXTERIOR OF THE BUILDING. THE DOOR SHALL BE LABELED WITH MINIMUM 2 INCH SEPARATION. THE CROSSING OF OTHER UNDERGROUND PIPE REQUIRES A MINIMUM SEC- SEDIMENT AND EROSION CONTROL
LETTERING DESIGNATING "SPRINKLER RISER ROOM" IN CONTRASTING COLOR. OF TWELVE INCHES OF VERTICAL SEPARATION. ALL DISTANCES ARE MEASURED C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING SS- SANITARY SEWER
FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER. DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE SMH- SEWER MANHOLE
4. THE FIRE ALARM CONTROL PANEL SHALL BE PLACED IN THE SPRINKLER RISER PROPERTY.
SWL- SINGLE WHITE LINE
ROOM. 27. WHEN A WATER LINE PASSES OVER OR UNDER A STORM SEWER, VERTICAL STA- STATION
SEPARATION OF 18 INCHES SHALL BE MAINTAINED UNLESS BOTH LINES ARE OF D. MATERIAL USED FOR BACK-FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND SP- SPACE
DUCTILE IRON OR ENCASED IN CONCRETE. A CONCRETE PAD SHALL BE POURED PROMOTE STABILIZATION. TBD- TO BE DETERMINED
BETWEEN THE TWO. DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO TYP- TYPICAL
OUTSIDE DIAMETER. E. DESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL REGULATIONS. VERT- VERTICAL
W- WEST
28. WITHIN UTILITY EASEMENTS GROUND COVERS OR GRASSES MAY BE PLANTED F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
WITHIN THE CENTER 20' OF THE EASEMENT. SMALL TREES (UNDER 30' IN HEIGHT
AT MATURITY) AND SHRUBS MAY BE PLANTED A MINIMUM OF 10' FROM THE 7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS
CENTERLINE OF THE CLOSEST PIPE WITHIN THE EASEMENT OR 10' FROM THE RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS
CENTER OF THE EASEMENT, WHICHEVER IS GREATER. LARGE TREES SHALL NOT OR BETTER.
BE PLACED WITHIN ANY UTILITY EASEMENT.
8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT.
9. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT.
10. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. CATCH BASINS, MANHOLES, FRAMES, GRATES, ETC. SHALL
MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD
DETAILS AND SPECIFICATIONS.
11. THIS PLAN DETAILS PIPES UP TO 5FT FROM THE BUILDING FACE. REFER TO DRAWINGS BY OTHERS FOR BUILDING
CONNECTIONS. CONTRACTOR SHALL SUPPLY AND INSTALL PIPE ADAPTERS AS NECESSARY.
12. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING &
COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER".
13. STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AS NECESSARY.
14. FLARED END SECTIONS SHALL HAVE A CONCRETE FOOTER PLACED UNDER THE END TO PROVIDE STRUCTURAL SUPPORT. THE
CONCRETE FOOTER SHALL BE 3000 PSI. THE FOOTER LENGTH SHALL BE 2 FEET AND SHALL EXTEND 1 FOOT UNDER THE FES
AND 1 FOOT IN FRONT OF THE FES. FOOTER WIDTH SHALL BE 1 FOOT WIDER THAN OUTSIDE THE EDGE OF THE PIPE. FOOTER
THICKNESS SHALL BE 1 FOOT FOR PIPES EQUAL OR LESS THAN 18 INCHES IN DIAMETER AND A 2-FOOT THICKNESS FOR PIPES
GRATER THAN 18 INCHES IN DIAMETER AND LESS THAN 36 INCHES IN DIAMETER. PIPES THAT ARE 36 INCHES IN DIAMETER
ARE GREATER SHALL HAVE A FOOTER THICKNESS OF 3 FEET. TEMPORARY FES'S DO NOT NEED A CONCRETE FOOTER.
PRELIMINAIRY
NOT FOR CONSTRUCTION
PREPARED IN THE OFFICE OF: CLIENT: \\\� DATE.
����i; III►��� 1 17 07 PROJECT:
HORIZONTAL SCALE:LLC
TWO-ELEVEN MIDWAYKimley-Horn VERTICAL SCALE:
2 STORMWATER PLAN SUBMITTAL TO DWQ 9/27/07 DIM SEAL = N/A
1ST SUBMITTAL TO BRUNSWICK COUNTY 8/10/07 DM TITLE: �Q' 028948 DRAWN
REV. No.. REVISION:
DATE: DRAWN BY: CHECKED BY: andInc . GENERAL NOTES AND �� ..F �: BRUNSWICK CO, NC
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse - %�� G N� ��. DESIGNED BY:
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley Horn and Associates, Inc. P.O. BOX 33068 RALEIGH, NORTH CAROLINA 27636-3068 LEGEND �� ••.•���.••. '���\ JDA
SEAL////C�'''�'i"Lw��� �� CHECKED ATTACHED REFERENCE FILES: J012796002 OB NUMBER: SHEET NUMBER-
-Horn
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX: [phone] 1

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ft.
LEGEND:
I.P.S. OR I.R.S. 0• IRON PIPE OR ROD SET
\ _ E.I.P. OR E.I.R. O EXISTING IRON PIPE OR ROD
N 26'25'15' I• M ) \ c- �- " _ l •J 'I i C.M. o CONCRETE MONUMENT
283.65' TO EI EFl hE ( ,' I I I INV.
C/L CENTER LINE
.RE ET?n_I ,� <1 I A� IN"'4 4p�' R/W RIGHT OF WAY
REFERENCE REBAR AIC =0 T , \ \ �� _ P.K. p P.K. SURVEY NAIL
SET 10' FROM _ _\ 0IN7 c \ '
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l I DEED BOOKWARDS SR {\ {\ I I ON
f--_ • ; /� PARCE#203000,30 7j9�S. {\\ II ' II /j� i I 30 ACRE SITE
l e I ,D W DE STREAM/ - r / ; \\\ I 11 I U II LINE TABLE LINE TABLE
LINE LENGTH BEARING LINE LENGTH BEARING
l / i _�'/ /'J ,a ; / i \\ i II I "� L1 17.41' N45'16'10"E L48 57.6 '3 111'14 11'E
I , 1� ��` L2 58.40' N29'40'34"E L49 64.11' N12'54'53"E
i / I i ,'� / • 4, '/ /7 \ i I ( I w41.�s' L3 49.17' N30'09'33"E L50 62.25' 110*45'40"E
L4 33.50' N27'46'51"E L51 61.92' N13'29'41"E
L5 16.03' N13'25'33"E L52 65.73' N07'36'45"E
85.00' N10'03'19"E L53
L6 23.74' S79'34'29"E
% / I \\ �, ' Im � ( I✓1 I� L7 57.88' N11'14'11"E L54 68.45' S73'38'46"E
L8 64.07' N12'54'53"E L55
L9 62.30' N10'45'40"E L56
34.76' S75'15'27"E LINE TABLE FOR WETLANDS LINE TABLE FOR WETLANDS
I �/< �I L10 61.64' N13'29'41"E L57 25.86' S30'02'23"W ON ON
i ,N ` _ I i 1 t'� liil L11 65.98' N07*36'45"E L58 39.81' S08'41'33"W MEDICAL MALL SITE SPENCER TRACT
1.
�•� ° I \ L12 32.44' N16'22'32"E L59
,� R • ' �/' � � � i � \ I III 37.64' S60'42'46"W
33.27' S79'34'29"E L60
L13 58.35' S27'27'19"E LINE TABLE
L14 68.77' S73'38'46"E L.61 51.17' S08'31'18"E LINE LENGTH BEARING LINE TABLE
Will
L15 36.62' S75'54'42"E L62 45.17' S05'09'29"E LINE LENGTH BEARING
( - -,_ \ \ I / I I L16 25.05' N24'29'11"E L63 38.85° S08'S4'08"W L96 27.06' S30'08'56"E L1
1 / -------- `i L97 18.80' S56'50'40"E 13.53' N32'28'18"E
i / ® / 1
\ L17 58.90' NO3'48'13"E 1.. 4 43.16' S27'54'55"E L2 34.01' N61°09'12"E L Of I I L18 28.02' N22'52'22"E L65 20.35' N86'03'45"yy L98 30.68' S21'15'26"E
--� 41.26' S22'57'41"E 29.74' S57'52'56"E 20.86' N79°00 02 E
L19 51.06' N08'12 49"E L66 L99 L3 ,
! s
ss { �� p f^I I I i L20 56.92' NO3'54'22"E L67 28.50' S03'28'28"W L100 22.36' N81'16'40"W L4 19.10, N3232'00"E
`\ 1 �I I i � L21 33.69' N11'46'S3"E L68 L102 21.24' N67'49'35"W
r \ I I 1 u 58.03' NO2*14'13"E L69 21.35' N59'114'53"W L5
L 21.21' N09'00'35"E
21.35' N59'14'53"W L103 L6 17.57 N36'36,52'„W
� I L22 � 18.54' N82'17'53"W ,
\ L23 63.20' N07'16'35"E L70 19.14' N06'01'01"W
L104 L7 24.13 N07°02 20 E
L24 62.22' N06'03'40"E I.71 22.36' N71'18'57"W
44.72' S25'35'37"W
L25 20.36' N35'53'01°'E L72 L106 L8 ' �,
20.37' s81'S2'32"w 25.44 N26'58 08 E
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------------ � / L\\°° IyDE DITCH ` -- 11 - _ \ \`\ /// Il I I (� I I R/W MON. L27 22.73' N18'03'25"W L107 26.21' N06*36'24"E L10 17.16' S74'52'03"E
2$.99' N24'49'51"E L74
L28 11.21' N43'37'35"E i_75 16.63' S70'36'29"W L108 22.65' N10'54'25"E L11
I L109 24.17' N06'04'41"W 23.88' S87'06'07"E
,N 747Z I II I L29 6.99' S89'04'17"E L76 16.33' S45'27'07"E
,zo- , II I I I L30 59.56' N06'03'40"E 1-77 47.15' S22'17'29"E L12 18.52' S63°47'54"E
w I L110 20.56' No8'3o'18"E L13 46.52 N53°0617 E
L31 18.74' N35'S3'01"E L78 46.19' S34'06'29"E L111 25.43' N26'08'43"E ' "
L32 45.20' S64'52'15"E 28.19' S64'49'43"E L14\ / n \ _= a 28.28' N23'53'42"E L79 28.76' S15'00'35"W
L112
�" \ II '� I � i________ I \ � 18.67' N48°27'43"E
AZ0' DEED SUSAN B. C / \\ ��- % I /1 N T479' I I - \ I w L33 42.35' 124'49'51"E L80 38.47' S56'53'56"E L113 L15 27.52' S77'50'49"E
eooK AGE / l 11 , I I 58.50' S59'49'43"E 19.88' S28'45'39"W
9.66' 30.62' N78'31'30"E
/A \ PARCEL#203000E �os7S \`\ \ v-Z 1 ^� / '^` 6poo6" w _ II __-_ �� L34 31.77' N26'46'04"E L81 L114 L16
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ACT A \ ' -- +,____ 1 -� 59.05' NO3'48'13"E L82 63.19' S68'09'10"W S58'39"7"W
160. --_ L36 L116 25.53' S14'54'51"W
21.41' N645533E
1 , � �� N �4 0° I/ \ 27.62' N22'52'22"E L83 45.78' N73'49'30"W
V. n \\ \ _-_- ! 01CAN�F l \_79°18+ CONTROL POINT #2- /W MON.
vt \ ! OEED L M So.o° / L37 52.73' N08'12'49"E L84 L117
�K 14t2LL A 33593•\ -• I- REBAR FOUND I 38.06' N18'34'56"W
P 6 23 Pq Fq ,� / 56.61' NO3'54'22"E L85 L118
_ L38 28.51' N56'45'40"E
\� w \ ` °E�,12o�s "\ II I / 58.15' N54'53'07"W
_ / 66.00' S79'59'20"W
\�`�v \ \ �.' / \\ ] ,' `\� ��\\ moot 04 V `\ - _ I I N 8713'14" w L39 33.84' N11'46'53"E L86
(� �\ - �85 4�1 22•E _ _--- - - a o 100.z2OV-41.a 59.39' S74'40'34"W
L40 58.42' NO2'14'13"E L87
41.56' N32'56'17"W
`- 301.78 � TLANTIC TELEPHONE I Y I I
I M u DEED BOOK ✓ L41 62.76' N07'16'35"E L88
- ' r -N 8 2_11' w 723 P�u3�1. L42
19236' -- 104.43' N62'38'00"E
13.06' N45'16'10"E L89
L43 59.72' N29'40'34"E L90
N 01 So'45' w I I J I) I I 40.12' N58'45'1 YE
ft. 27.07' I I,' L44 49.33' N30'09'33"E L91 27.77' N19'54'15"W
\ LT_aIN L45 34.97' N27'46'51"E L92 10.57' N81'40'19"E
\ o NSIMCK 11.52' N74'28'47"W
\ � Z � eR� / I L46 17.58' N13'25'33'E L93
EL Pc € L47 85.19' N10'03'19"E L94
SHIP 0C w .4, I \ 30.43' N04'15'58"E
" m I 1877�0 PC L v I \\ L95 28.62' NO3'18'41"E
NOTE:
\ \ S00Typ\ ^ \ ' I I \\\--, iI I \\ EXISITNG CONDITIONS PLAN PREPARED FROM A SURVEY BY
1p _S p �-\��_- 4¢• a I / 1 I I \ CAPE FEAR SURVEYING SERVICES, DATED NOVEMBER 10, 2006,
w N 1 �"� MON. \\
C\ 36' r�•� awl I \\
�\_ _-_�\` \\ ,� z 1 I pEEp Q}1AEL RICj1A
S02'02 05'E 93C PAGE 668 11 , y \\
10.38 w+,-
��9 TROL POINT #1 \\
1 \ a 1 MAG NAIL \
,r '� `_4NCRETE MEDIANlilt
\\
GRAPHIC SCALE
PRELIMINARY t \
_ \
_����,�a \ I / \ 100 0 50 100 200 400
NOT FOR CONSTRUCTION �== -� ;,�_
IN V.4
�4 ( IN FEET )\
1 inch = 100 ft.
PREPARED IN THE OFFICE OF: �_I_w DATE:
Kimley-Horn
/ 1 17 07PROJECT:
HORIZONTAL SCALE:MDI DEVELOPMENT, LLC , �so°�%--; _
2 STORM WATER PLAN SUBMITTAL TO DWQ 9/27/07 DM ;'� Nq•.9 TWO ELEVEN MIDWAY
• Q VERTICAL SCALE:
1 1ST SUBMITTAL TO BRUNSWICK COUNTY 8/10/07 DM ^ ^ n _ _ SEAL = N/A
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: A��O( -I��G� I ' - 028948 DRAWN
a �/ BRUNSWICK CO NC
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse �� •'F/Vic F�•° ��� DESIGNED BY:
INE.
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3066 EXISTING CONDITIONS '�,G� • ,,�` JDA
Copyright Kimle -Horn and Associates, Inc., 2007 ,MILL�\�\ \\ CHECKED BY:
/ \\ ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
y PHONE: [phone] FAX: (M) 677-2050 SEAL: I/III1111\\ '21-0/ DM 012796002
C0.02

SITE DATA SUMMARY
39.91 ACRES
CURRENT ZONING C—LD; TOZ
N/F W tJ1 BUILDING DATA (ALL ASSUMED RETAIL)LINDA SPENCER BOWLING PROPOSED PARKING ACCESSIBLE SPACES
T,�No
DEED BOOK 789 RAGE 986 _Z BUILDING GROSS FLOOR AREA REQUIRED PARKING W/20% REDUCTION SPACES PROP/REQ
PARCEL# 20300016 v +
r �' LOWE'S FOODS 46,557 SF 233 193 4
a? PROPERTY 1 BUILDING A 7.200 SF 36 24 2
LINE / BUILDING B 6,000 SF 30 24 2
ra BUILDING C 3,200 SF 16 14
BUILDING D 4,800 SF 24 29
�3"3 oe" c5N t
BUILDING E 5,000 SF 25 25
- 8 10 pr1 _' •� BUILDING F 10,000 SF 50 40
BUILDING G 8,000 SF 40 35 2
BUILDING H 12,100 SF 61 54 2
KENNETH S.N TILLER ET. UX �C�►c i BUILDING I 8,000 SF 40 35
SF 50 43 2
DEED BOOK 316 PAGE , OpOSEO���POitA � �t �, BOTALNG J 120,857000
20 8507 SF 605 02 14
PARCEL# 1870000101 pR1Ip
WITH 80% REDUCTION = 484
/ BRUNSWICK ELECTRIC "
ra ra MEMBERSHIP CORPORATION OU 2.33 AC.. GROSS PAVED AREA 7.95 ACRES PROPROSED DENUDED AREA 17.31 ACRES
SUBSTATION 2.43 AC, 2.33 A a
3` 00, CWITROLPROPOSED IMPERVIOUS AREA 11.69 ACRES (34.14%)
PROPOSED WATER LINE 3,765 LF
J PROPOSED SEWER LINE 2,849 LF
PROPOSED FORCE MAIN 1,043 LF
m . a BUILDING LOT COVERAGE 6.95% (120,857 SF)
I
®U 23RAC.-1
283.65 TO EtR fg w LOT LINE 1
3S
N/F 13s2 fl'•
SUSAN B. COLBY 50' BEMC
D K 11 6 PAGE 1057 -� I O EASEMENT
DEED Boo 0 / �� BUILDING E 6' o GENERAL NOTES:
PARCELS 20300013 5,000 SF
++ EXISTING R/W 1. MAXIMUM BUILDING HEIGHT IS 40'
STORMWATER
�� � 7.f
. w . MANAGEMENT BUILDING F
2. MAXIMUM IMPERVIOUS IS 80%.
FACILITY / y° 10,000 SF 25' FRONT'
w SETBACK 3. LIGHTING MAY NOT EXCEED 40' IN HEIGHT AND MUST BE ARRANGED SO
THAT IT IS DEIRECTED AWAY FROM STREETS AND ADJACENT PROPERTIES.
g5lttdG 4CAtf3�1 / ra v. . s
r 4. UNLESS OTHERWISE NOTED, PROPERTY LINE IS LOCATED FROM BACK OF
� 1 CURB.
BUILDING OUTPARCEL-2
000 SF
1.45 AC. 1
,
10' WIDE DITCH w « � �` 6' °�' �1 02
E� C YARD SETBACKS BUILDING SETBACKS
• SEE SN ,
3 ..
- MA-�CH�1NE� 0 FRONT - 25' FRONT - 50'
01 w 3 ANCHOR ONE 0 � SIDE - 6' SIDE - 15'
STORMWATER a w
47,188 SF ; - + 0 s REAR - 10' REAR - 10'
MANAGEMENT
D
FACILITY A ,IF
f o
LEGEND:
BUILDING A _ �' PARKING COUNT
�660' TOZ LINE
PROPERTY - ,zI�;� '��,.-•-"' 1 t
a� E������'I�Y" � � HEAVY DUTY ASPHALT
LINE
SIGN
Al
OUTPARCEL-3 1 X
1.65 AC.
f.
A R A- YB
, ,Iffp
+ e, * ,.� f` f HEAVY DUTY
d f
ASPHALT
/STORMWATER + dI P
MAT MANAGEMENT I} 5 f
HL�NE SEE SHEET Cl 1.01 FACILITY
10' SETBACK
fe.
LOT LINE77
� �"' � > � f p,.J,r �� � ,•�Ff= r,�,<( ;,� ��:/ � ,��
I t 1
ldld.�
/
OUTPARCEL—S LP
;a / r j oe Q£ SOON
4.35 AC. I3 I�/ l� o D
\ � o3 P
I LOT LINE LOT LINE
_--- / �O• 1 ����
OUTPARCEL-7
OU2.8RCAEC. �p1 °
1.37 AC.
V7 r,
OUTPARCEL-6 Im
SUSANNB.FCOLBY 1.58 AC.
v
DEED BOOK 1106 PAGE 1057 PROPERTY 15' OUTPARCEL-5
PARCELS 20300013 LINE ON BOC 15' 15° 2.16 AC. 15'
1 15
50' TOZ SETBACK 15
d ,«
�.
- --� � 50' TOZ SETBACK
MICHAEL RICHARDS �
DEED BOOK 930 PAGE 668 }}
E �115°41 9' O11TT i�1
_—
0'Z°G7'�
SOUTHPORT—SUPPLY — _ —
�pG 1dAI��O1A�
---- 1yCRE�
100 W PUBLIC
R ROAD
R/W — _._ _--__
---- --
60' EXISTING
R/W (TYP) 1{z
PRELIMINARY GRAPHIC SCALE
100 0 50 100 200 400
NOT FOR CONSTRUCTION 60
( IN FEET )
1 inch = 100 fit.
PREPARED IN THE OFFICE OF: CLIENT:
DATE:
1 17 07 PROJECT:
/1 O i HORIZONTAL SCALE:
Kimley-HornMDI DEVELOPMENT, LLCoo�:sso��%9 1" _9 27 07 DM -�: VERTICAL SALE: TWO ELEVEN MIDWAY
2 STORMWATER PLAN SUBMITTAL TO DWQ 8/10 07 DM SEAL = N/A
1 1ST SUBMITTAL TO BRUNSWICK COUNTY / / TIT, �. -� (1�QQ/)Q = DRAWN BY:
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY- and AssociatesInc. o lJ U 1TU CRS BRUNSWICK
%� FN �� •�� DESIGNED BY: CO, NC
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse OVERALL SITE PLAN �'���••••'C I NF ,`'\
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 i
Copyright Kimle -Horn and Associates, Inc., 2007 PHONE [phone] FAX [phone] �� /AIILLE���`\\ CHECKEDDBAYc ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
y SEAL: DM 012796002 C11.00

S 89'33'06°' W 141.28
cS�
.,,a �u 31 .28 TO POIN 1 CAN L33'06"w iaDN ROD . ET
O T
6' SETBACK
Y 4 20' RESIDENTIAL BUFFER` I I I
PROPERTY LINE I I
l KENNETH S, STILLER ET. UX o
DEED BOOK 316 PAGE 600 r
PARCEL# 170000101 I 1
o Xt w
V 40
�<a I PROPOSED 100' BRUNSWICK ELECTRIC
BRUNSWICK ELECTRIC — — — — — — —
��%'�v EXISTjN oil
MEMBERSHIP CORPORATION I MEMBERSHIP CORPORATION EASEMENT I o
KtTLANDS SUBSTATION 2.43 AC.
N 26°25'15" W • $ I OUTPARCEL-9 y o I
283.65 TO EIR 17 RE"! RE o
r
i � � o
ARE SET 10'
I 2.33 AC. � �, o' � ,� % � � � `�� ` �������1 /N 40.,50'
REFERENCE REBARS OM TRACT
SET 10' FROM R — — — _ __ _ _ 900.68 TP 10INT ON I_,INE
TRACT CORNER
-=-n 0-4 � 9 3�0.6)8 _ ......... . ,.. ._._ _ �20' a '� 11
UAN B. CC3LBY � I EXISTING IRON PIPE-`_
DEED BOOK 1106 PAGE 1057 6
PARCEL# 20300013 / N � 9° . ' E 4--- 24' STOP BAR (TYP.) gyp,
1362 I � CONTROL CORNER
LOT LINE
STOP SIGN (TYP.) /
° R20' Rap'
W, ___
w SCREENED TRASH '',, a € I NV (,
NORMAL POOL I I r E.r, ,.. w, NV--
I I
,
I � I
" ENCLOSURE
BRICK W - 117 I 41,g35
AI
0' 0 .
, ) I
PROPERTY LINE LANDSCAPED AREA r 0
; —
O 5 „ 1 I �
STORMWATER / r `��$ �� ''
EXISTING IRON PIPE-- / MANAGEMENT / /' cO
CONTROL CORNER / \ FACILITY os �P Rs OUTPARCEL-1 '
I I r
R2o 1 .23 AC. I I I
• COMPACTOR PAD VP1Ao�'
TRANSFORMER PAD j BUILDING E
/ •!+ 11 5,000 SF o 6' SETBACK I I
LOADING DOCK fltV-
o
NORMAL POOL 100 Rlp'
• �{ � HEAVY DIJ! �— R
k a
1�1
ASPHALT . I I I
24" CURB AND
3
> GUTTER (TYP.) I
BUILDING D o ) E I
4,800 SF 7.0' I
po BUILDING F
' 0 10,000 SF D 10' SETBACK I
BUILDING o r*1
I � EXISTING R/W
k �
,
3,200 SF
D
419•;7' r ... ' 100' 24' m — — 50' BEMC EASEMENT
24" CURB AND o D
/ 9 Y
GUTTER (TYP.) , BUILDING B
STORMWATER 65
10' SETBACK 25' SETBACK
MANAGEMENT 6,000 SF
FACILITY ': ACCESSIBLE RAMP - LOT LINE
'oo (TYP.) cn i
SERVICES g p S R3' I
AREA 7,
�. 7 � �. I I
Rl3 0�0 HEAVY DUTY I
428 0, `n o Rio, - }88 r ASPHALT (TYP) I
0 "
- ANCHOR TENENT BEGIN FLUSH
47,188 SF CURB
ar,
-' Of M I I
'
D MPSTER
L CATION
Q �o OUTPARCEL-2 I I
: I I
1
3 R .45 AC.
\ 6gp� � '' ti �'. , fz
LANDSCAPE „
i 10 WIDE DITCH
BEGIN FLUSH AREA
CURB { 9
R 165'
r�
\ p \ BUILDING
c A .y '� y
7,200 SF
10' SETBACK r, \ x � •�� �R� _, �
�� �, $ MATCHLINE SEE SHEET C11 .02
;,_�
o. 9 STOP SIGN (TYP.) I I �NV4183
` 6S vy 14 I I
40' �
'"" � v 6� � � STOP BAR (TYP.) I I
PUMP STATION
GRAVEL DRIVE o 13 18
\ R3'
i
18 R10'
NORMAL POOL / \ 18 �V?
R3' r 3,� �2 \
\ / R30' ,,, „ 17 „y q
17
18 �
/ PROPOSED • R3' �� �
PROPERTY LINE \
I `
R20.'
° 20'
STORMWATER �0 �o „
MANAGEMENT 4� •'{�' Y
FACILITY 15.5 L� 18
0
i5.5' 17 � R20'
l \ 13 /
\s LEGEND:
R3 PRELIMINARY
GRAPHIC SCALE / PARKING COUNT
50 0 25 50 100 200 \ \ / / HEAVY DUTY ASPHALT NOT FOR CONSTRUCTION
�- SIGN
( IN FEET )
1 inch = 50 ft. e
PREPARED IN THE OFFICE OF: CLIENT: DATE:
Kimley-Horn
i �Ill� /// 1 17 07PROJECT:
MDI DEVELOPMENT, LLC ;,�'� •. sal%%% H011ZONTAL50_E: _STORMWATER PLAN SUBMITTAL TO DW 9 27 07 DM •��� ON, .9 % VERTICAL SALE: TWO ELEVEN MIDWAY
z Q / /
1 1ST SUBMITTAL TO BRUNSWICK COUNTY 8/10/07 DM SEAL = N/A
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: and Associates , Inc. TITLE: i 028948 DRAWNCRS BRUNSWICK
This document together with the concepts and designs resented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse • FNG I t� '• �: DESIGNED BY: CO, N
9 P 9 P y P P P P P SITE PLAN %�/••'••..N..
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 ii,/�j �,��\` JDA ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
M1LLE\\\\ .p CHECKED BY:
Copyright Kimley-Horn and Associates, Inc., 2007 PHONE: [phone] FAX: [phone] SEAL: //i�IIII���\{� -�� DM 012796002 C11.01

LJ
saw
.. .i•,iK'' Y3�'S S t
R3' a STOP SIGN (TYP.)
14 STOP BAR (TYP.)
17 I (J')
o 0
co
R3' �� SIGHT DISTANCE
FL
TRIANGLE (TYP.)
18
� 3 . h
R30 h =�r
77
17
17
E
r
3,, £ xq,
f
18 � � �: �.,,xs. ��2� �§�� d'`' �rr'r �' r/. � ♦ � '24" CURB AND END CURB AND
---.GUTTER (TYP.) GUTTER (TYP.)
I ♦♦ 25.5' PROPOSED
NF
(UNDER REVIEW BY
` FT ADJACENT DRIVEWAY
�Fy / R20 •' /� / ` 660' TOZ LINE
t 1 g I NCDOT)
PROPERTY LINE
— 5.5 t5. ` 18 20' PROPERTY LINE \
15.0' SETBACK F
17 ooll R20
SUSAN B. COLBY
13 r ,,r'f. /B 9l. � .��' Y �� ����' � I J R/�ly
DEED HOOK 1106 PAGE 1057 \ ^� r r r f£r
PARCEL# 20300013 \ ' /� 1
5
/ / r' F r I
£ T�� : } r e 50' BEMC
}
6 / 1 3 EASEMENT
PROPERTY LINE '� �I r�r
?y R '' / r. / r R3. lr 5' TRANSITION
OUTPARCEL 8 � ,�° © ,.' , ` �,�� � , � '�, .�'� OUTPARCEL-3 CURB
;' / � ' r`
4.35 A C. �`� i �. ��'.. �-.. �,r /i � �. � ��` •� ��� 1 .65 AC.
3•, n 1 r
R
3 �
r' r r` 4�
, / f� r° RIGHT IN RIGHT OUT
jr
MONOLITHIC ISLAND
15 5'
� r '�• ,.� .� a``a
�,.a'
HEAVY DUTY ' '
1��f3 �`•> � � ..,� r r' (�/J � y �r` /,. �,d /r ,` tic•, ,/��//�
ASPHALT (TYP) '
10' SETBACK
r' r
h 3 ✓ f
a CONCRETE MEDIAN
ss••:i:,. � P r 0 ... a ""� c a:�'�' A3 a3,., '�fi.'.:
,r
15' SETBACK �,
,.N
�z i
10 SETBACK
c' d 15' SETBACK 15' SETBACK ♦ 0'
�bQ ! TRANRX
SITION
OU TP ARCEL-7 / 15' SETBACK r`'r� /, ' '�' f, - i CURB
\ // l ,r
\ C,, 1 .37 A C. Y
15' SETBACK
\ � ,10 3.
15' SETBACK �� «,. �..._ , , ". ,r j F
�4 \ o_i""� 10' SETBACK 100 22
\ PROPERTY LINE ON C TLANTIC ELEPHONE
9 \ v , � 1 .58 AC. BACK OF CURB00
_ \ $ $ Or) � DEED 00K
' 10' SETBACK 15' SETBACK-
15'15' SETBACK ' - I ' 7 Pt 370
15' SETBACK
15' SETBACK I3
15' SETBACK)
OUTPARCEL-4
I
OUTPARCEL-5 2.08 AC. I 24' PROPOSED
\ 3,90 / \ \ a� 2.16 AC.
«' , \ SIGHT TRIANGLE (TYP.) C� (UDNDERNREVIEWEBYY
� a
.. 6 `°�00' \ \ \ 25' SETBACK I1
ENTRANCE DRIVE 141—
(BY OTHERS) � ` �`" • 1 �, CJr , •.. 44"F \
15' SETBACK I I
j
` '24.29
- - -.
N/F
MICHAEL RICHARDS §
` •.,,,� '"" �� "`° -«., � � DEED BOOK 930 PAGE 668
PROPOSED ADJACENT RIGHT IN/RIGHT OUT 02°02'05"E
DRIVEWAY (UNDER MONOLITHIC ISLAND ` —` � � S02.02 0J E
REVIEW BY NCDOT)
k i
T R O L POINT #1
LEGEND:
yy — . MAG NAIL
GRAPHIC SCALE X� PARKING COUNT _ ., w �—
\ ,".... I I CRETE MEDIA
50 0 25 50 100 200 HEAVY DUTY ASPHALT ~—
"`~-
1111111116� PRELIMINARY
�— SIGN
4 w µ
( IN FEET ) NOT FOR CONSTRUCTION 24' PROPOSED
1 inch = 50 ft. ADJACENT DRIVEWAY
(UNDER REVIEW BY
PREPARED IN THE OFFICE OF: CLIENT: _ M«
DATE: PROJECT:
IIIIII////// 1 17 07
MDI DEVELOPMENT LLC ���'�� �ARo,I ''�' HORIZONTAL SCALE:
Kimley-Horn •••• ••• ••'Y•••9 % VERTICAL SCALE:
s STORMWATER PLAN SUBMITTAL TO DWQ 9/27/07 DM ' ,.\��� � ESS/p'•%��; 1" 50'�� -� : _ TWO—ELEVEN MIDWAY
1 1ST SUBMITTAL TO BRUNSWICK COUNTY 8/10/07 DM SEAL = N/A
andInc. TITLE _ 028948 \_ DRAWN BY:
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY: �� _ CRS B R U N S W I C K CO, N C
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse ' SITE PLAN • FNG �� • �� DESIGNED BY:
of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. P.O. BOX 33068 — RALEIGH, NORTH CAROALIIfNA-�2f7636-3068 %��F�••/'"I•"'`�,����� JDA
Copyright Kimley—Horn and Associates, Inc., 2007 PHONE [phone] FAX � J 6//-20JV //////i�Ii�``\��\ CHECKED BY: ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
SEAL: t,> " DM 012796002 C11.02

/ r r ► �
t t
L
NOTES:
N/F r
LINDA SPENCER BOWL)NG rf }
sDEED BOOK 789 PAGE/ 986 d t� 1. STORM DRAIN PIPE MATERIAL TO BE HDPE CAPABLE
I PARCEL# 203000f6 rr \ OF WITHSTANDING TRAFFIC LOADS.
2. BUILDING PADS TO BE SURCHARGED IN ACCORDANCE WITH
GEOTECHNICAL REPORT BY ------- DATED________,
3. HWY 211 & MIDWAY ROAD DRIVEWAY CROSSPIPES WILL BE
Oki
74A.2U� �f ��� DESIGNED// tIMPROVEMENTS.OORDINATION WITH NCDOT REQUIRED
KENNETH S. STILLER ET. UX
R'a DEED BOOK 316 PAGE \ � ,..... ..+'"✓" /'� i �,,,� �`�Er`."
PARCEL# 1870000101 C�ppit�
OUTPAR EL-9 dry t
®/ i o BRUNSWICK ELECTRIC 2 33,AC
MEMBERSHIP COf2PORATI�+I
SUBSYA710N 243 AC
L a � t INN-4LIiX
2V2615 r r € �� �� '., usa t z
�, OUTPARCEL-1 � E
283,6a TO f Si # # t - 1 1.23 AC. 'f 4 t
1
N/F Ns2 l ► t� t
SUSAN B. COLBY �; `� f 1d s 1 �A\
DEED BOOK 1106 PAGE 1057 BUILDING Eta
PARCEL# 20300013 I ` 5,000 SF t �
BUILDING F
s « UILDING 10,00C SF ► i ►
ae7 r 800 SF
1C woe
r t
a,a, GILDING
00 SF _ 1
00s,4j.� OUIPARCEL-2 t
BUILDING �
000 SIF 1.45 AC. i
ANCHOR ONE
47,188 SF
61
BUILDING
1
;200 SF
-s
rp
f r
00,
# � « t F:
s ! / 1 3 r f � /, OU1.65 A . i
# t 1.85 AC.
# ✓ i� Al \ • • ��t .P t dp / p t 3'^'+• rff ,o>" s f j r i s ',}4 1 ^'u
w
MATCNLINE
SEE SHEET . . f� r ;
C 1 2.01 b' w sy ". `�� �,� !r
r
f.:
xxmCW
L� ♦ ��� � mac=_ p 1 ' 9 ,r 1 � !� � p .rl. ft r s fr {p, ,%"„y,�aem�t-�a°
' r
,
rfj J i / ,� t p � �•
t
o f m
-7 a f"", �r 1y 7n
(dd OUTIARCEL-8 ? �f '',
OUTPAR
s
#5 i
I I
1 1 \
f � � 2.08 ABC,-4
OUTPARCEL-7 I I r _ a
d 1.37 AC.
a � '� 1 1
\` # 1 OUTPARCEL-8
v 1 .
1 I
v 1 1.58 AC.
i �, vv OUTPARCEL-5 1 ��
2-16 AC.
t I nr I r
t@dY4 ',:W P .StY`'^,,, .. .,_�/ --�.« _ —"'"^— r?�t t\ N/F i
_
.. MIBOOKL930 PAGE 668
DEED
�}�`9"�""�„�s�`s _ s POINT
_ O NA D AN
RICHARDS
to
IAN
� 4 44 Nt 2 +.. �� a' � � 05•E
C)t1TNP— PLY RC,
— JCtI L
... .-..-............. m_ ..»-..•n ^-"' .. ,.........--u' ....,..-Km^"^--ufti z -" ` ._.n.- _-...... -._.. -__ fir,...,....,.. EMe�. '-y'1y - aA ' " yk""^,,..-..... ~ '+. w M+.,...
IN
INV-4 1-".6...1F¢1-4
#
GRAPHIC SCALE
PRELIMINARY � a so � 200 flao
NOT FOR CONSTRUCTION
( IN FEET )
1 inch = 5W ft.
PREPARED IN THE OFFICE OF: CLIENT:
\\ ,� Ilirtur// DATE: PROJECT:
MDI DEVELOPMENT LL (' 1 17 50
Kimley-Horn
\�\��\� �•" RO��///,� HORIZONTAL SCALE:
9 27 ®7 � � ��d����� ,oN.�9- 1�. 5��
2 STORMWATER PLAN SUBMITTAL TO DWQ / / DM
Q s� : VERTICAL SCALD TWO—ELEVEN MIDWAY
L = N A
1 1ST SUBMITTAL TO BRUNSWICK COUNTY 8/10/07 DM �__-. _ /
andInc . TITLE: OVERALL 028948 DRAWNCRS BRUN WI
REV. No.: REVISION: DATE: DRAWN BY: CHECKED BY- �Q S C O N
O GRADING & ;-� • F� ��:��. v `/
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse ••.•• I N�.,.• ,\�\ DESIGNED BY:
of and improper reliance on this document without written authorization and adaptation by Kimley—Horn and Associates, Inc. shall be without liability to Kimley—Horn and Associates, Inc. P.O. BOX 33068 - RALEIGI I NORTH CAROLINA 27636-3068 //�C + ��
y PHONE: [phone] ' FAX: [phone] DRAINAGE PLAN //////rMILLE ���\ CHECK ODBAY ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: C
Copyright Kimle —Horn and Associates, Inc., 2007 SEAL: rff°Illttt '" DM 012796002 C12.O�

-S,89*33'06" V */41 28' V
"? ­ 1:
fq- 31 .2v_TII�61NT ON LINE IRON R0;A,
.7'-7
Ak
74 ­k-
/_1 47
Aft -4 ti
�b
33 9. ft.
PROPOSED ,-10-0,'-,,-B,RU,NSWI,CK ELEICTRI­C
Yun oil
MEMBERSHIP CORPORATION EASEMENT
5, 0
_j 70 LF
18 HDPE
N 26*25'15" W . ....... 0"0.50%
283-65' TO El� 45
-------7. A
REFENE
/11 itVVI�41 INV-40-508
REFERENCE REBAR RE E T��j <
I- R A/C T
SET 10' FROM 900.68 TP f DINT ON SINE Q 2
TRACT CORNER
0-41-77 4-
JX
r
10' STORMWATER I--- _n
36 F EXISTING IONPIP
N 13p*41 '4" E EXTENDED DETENTION MAINTENANCE EASEMENT 30" PE 11 1 \ -I--
WETLAND AREA C A
_55
13.62 COk-rROL �okr\TER,
48 LF I-0.10 CB-A.4 0" HDPE
CCB-A�5:) I I �1�
\30 HDPE
I-BUBBLER -43GI-BUBBLER . CB-A.1 INV,4
0
GI-BUBBLER G. 9. 4
40 1
58 --------
38.5
EXISTING IRON PIPE-\
CONTROL CORNER
> I
L4
.......
Coll,
BUILDING E
5,000 SF
CB-B.1
#57 RIP RAP
D
VEGETATIVE BUILDING V 4,800 SF rn BUILDING F
FILTER,
10,000 SF
BUILDING
3,200 SF I IC
X",
413
BUILDING B
6,000 SF
EXTENDED DETENTION x,
WETLAND AREA B
J
7
ANCHOR TENENT
47,188 SF
3,
i N
5
"W
< BUILDING A 75,
7,200 SF
CB
GI-BUBBLER G.3 / �. 43 \ x ,toe
MATCHLINE SEE �il`ILLI U12.U2_
tk
1 LIF
Gl-
_j
45
4,_j
I C.1
'V NOTES:
45 1. STORM DRAIN PIPE MATERIAL TO BE HDPE CAPABLE
OF WITHSTANDING TRAFFIC LOADS.
k 2. BUILDING PADS TO BE SURCHARGED IN ACCORDANCE WITH
\j GEOTECHNICAL REPORT BY ------- DATED
3. HWY 211 & MIDWAY ROAD DRIVEWAY CROSSPIPES WILL BE
DETENTION DESIGNED IN COORDINATION WITH NCDOT REQUIRED
7" :x�
WE'Ti,AND �EA A IMPROVEMENTS.
CB-A.5
NCDOT 840.02 -0.8 G I
RIM= 44.85
INV IN= 37.00
INV OUT= 37.00
CB-C.1
C -A.4 CB-8.1
B NCDOT 840.02
NCDOT 840.02 NCDOT 840.02 RIM- 45.15
RIM= 44.14 RIM= 45.28 INV OUT= 40.00 GI-C.20 Gi-
INV IN= 37.00 INV OUT= 36.50 NCDOT 840.17
INV IN= 37.00 CB-C.2
RIM= 43.60
INV OUT= 37.00 NCDOT 840.02 INV IN= 36.10
CB-8.2 RIM= 43.75
-A.3 INV IN= 39.00 INV OUT= 36.10
CB NCDOT 840.02
NCDOT 840.02 RIM= 42.80 INV OUT= 39.00 CB-C.24 ER -_S
GI-BUB L 45
RIM= 44.35 INV IN= 36.10 GI-C.9 NCDOT 840.02 -38
INV OUT= 39.75 INV OUT= 32.50 NCDOT 840.17 RIM= 43.60 GI-BUBBLER G.2
CB-A.2 GI-BUBBLER B
RIM= 43.60 INV IN= 36.10 NCDOT 840.31 I I-RR
INV INI= 36.10
INV IN= 36.25 RIM= 39.00
NCDOT 840.02 NCDOT 840.14 INV OUT= 36.10
RIM= 44.10 RIM= 39.00 INV IN= 36.25 INV IN= 31.50
INV IN= 37.50 INV IN= 32.50 INV OUT= 36.25 CB-C.25
INV OUT= 37.50
GI-C.10 NCDOT 840.02
CB-A.1 CB-F.1 NCDOT 840.17 RIM- 43.60 GI-BUBBLER G.3 GI-0.1 GRAPHIC SCALE
RIM= 43.60 INV IN= 36.00 NCDOT 840.18
NCDOT 840.02 NCDOT 840.02 NCD07 840.31 - 64"X64" E D
RIM= 44.10 RIM= 39.00 INV IN= 36.20 INV OUT= 30.50 RIM= 39.00 RIM= 43.50 GI-BUBBLE 50 0 25 50 100 200
75
INV OUT= 37.75 INV OUT= 33.20 INV OUT= 36.20 GI-BUBBLER C INV IN= 31.50 INV OUT= 37. PRELIMINARY
NCDOT 840.31
GI-C.19 RIM= 39.00 46� NOT FOR CONSTRUCTION
GI-BUBBLER A GI-BUBBLER F NCDOT 840.17 INV IN= 30.50 GI-BUBBLER G.4 GI-0.9
NCDOT 840.17 NCDOT 840.14 RIM= 43.60 IN FEET
INV IN= 36.10 GI-BUBBLER G.1 NCDOT 840.31 -64"X64" NCDOT 840.18 1 inch 50 ft.
RIM= 39.00 RIM= 39.00 INV IN= 36.10 NCDOT 840 RIM= 43.50
INV IN= 32.00 INV IN= 33.00 .31 RIM= 39.00
INV OUT= 36.10 RIM= 39.00 INV IN= 32.50 INV IN= 37.50
INV IN= 32.00
PREPARED IN THE OFFICE OF: CLIENT: DATE: PROJECT:
1/17/07
...... HORIZONTAL SCALZ:
MDI DEVELOPMENT, LLC
2 STORMWATER PLAN SUBMITTAL TO DWQ Kimley- Horn V..F.'Ve ,
9/27/07 DM - . ��US16'- 1" = 50'
-Z *. VERTICAL SCALE: TWO_ELEVEN MIDWAY
1 1ST SUBMITTAL TO BRUNSWICK COUNTY 8/10/07 DM SEAL N/A
REV. No.: REVISION: TITLE: DRAM BY:
DATE: DRAWN BY: CHECKED BY- �-I:0*-. 028948 ZZ
I- - and Associates Inc. %...* Z� CRS
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse GRADING AND 4_� BRUNSWICK COP NC
-6ESIGNED BY:
of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. P.O. BOX 33068 - RALEIGH, NORTH CAROLINA 27636-3068 JDA ATTACHED REF
Copyright Kimley-Horn and Associates, Inc., 2007 M*IE \11�1\ CHECKED BY- REFERENCE FILES: JOB NUMBER: SHEET NUMBER:
DRAINAGE PLAN 'Hlt\\PHONE: [phone] FAX: [phone] 1 tLA fill
I SEA DM 012796002 C12.01