20230343 Ver 1_More Info Received_20230417

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VICINITY MAP
SCALE: 1" = 1,000'
NORTH
SITE DATA:
PROJECT NAME:
TRACTOR SUPPLY COMPANY
SITE ADDRESS:
3400 CASTLE HAYNE RD.
CASTLE HAYNE, NC 28429
DEVELOPER:
CASTLE HAYNE
DEVELOPMENT GROUP, LLC.
120 MARKET SQUARE: 2ND FLOOR
PINEHURST, NC 28374
PARCEL ID:
R02500-002-009-003 0.77 ACRES
R02500-002-021-000 1.66 ACRES
R02500-002-022-000 1.71 ACRES
R02500-002-020-000 1.73 ACRES
R02500-002-009-000 5.72 ACRES
PROPOSED PROJECT AREA:
+/- 11.52 ACRES
PROPERTY OWNER:
ASHTON & AVERY, LLC
201 MARSHFIELD DR.
WILMINGTON, NC 28411
EXISTING ZONING:
R-20
PROPOSED ZONING:
CONDITIONAL REZONING B-2
COMP. PLAN PLACE TYPE:
COMMUNITY MIXED USE
JURISDICTION:
NEW HANOVER COUNTY
PROPOSED USE:
RETAIL / COMMERCIAL
(TYPE OF DEVELOPMENT)
36
35
34
33
32
31
30
0+00
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° WETLANDS
IMPACT A LOWEST OUTFACE ELEVATION \\
I 0.28 ACRES OF WETLANDS
Q EXISTING ROADSIDE DITCH TO REMAIN SEWER GRINDER PUMP \�
FLOWS TO THE SOUTH
W co(2) PROPANE TANKS \
Z U 3:1 FILL SLOPE R02500-002-uuu-UUU MAINTENANCE
y. M GORE RICHARD M ACCESS FOR STORM
Q M I , w WATER POND
D.B. 2637 PG. 0163 \ /31�
1: cf)w I I I I M.B. 21, PG. 93
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- — WITH GRASS PAVERS Z
g W It I AND PIPE CROSSINGS
J I l v N 87°01'26" E 1021. ' TOTAL 2 J J
nu_ V \ IRF 33 -rE F i /
V/ DISTURB WET 3 I 20' LANDSCAPE BUFFER w
f- I PROPERTY LINE 1 WETLAND y� _13M / / O
U U I 0.36' 30' SETBACK—_�"� \
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co U � 20' LANDSCAP E BUFFER 33 34
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PROPOSED :::::+ i M
Q I v I� py \ t BUILDING /
I / ATION F �s +l- 21,930SF
+98.37 I S a �::++++ W-10 d
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w ' LL �':' LOADING DOCK ' WATER POND �•
I V Z LL- N 36 i WETLAND IMPACT B
V _ . � � � \ 8 :�� I:�:�:�.. +/- 1 ACRE
1'.'.%r 0.04 AC I PN 16
I pq TRASH ENCLOSURE I/
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EXISTING DRIVEWAY W I :;� I I PN 18
AND DRIVEWAY PIPE O I
TO BE REMOVED \ w
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I I EXTENDED CURB TYP.
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I I I I MP HOUSE 35 I FENCED OUTDOOR DISPLAY AREA PN 28 N w m m
I _ 20,000 SF PN 27 o o Q p
: ' (13,170 SF) I CD 19 >
---- 1-0
I I 7/8/10/1 M 1 / WEr 24
�P E K 25 ++
REGULATED TREE WETLAND IA
TO BE REMOVED �� �" — —
I 31.74 13 20' LANDSCAPE BUFFER
INV: — — — — — — I — —
3M
PROPOSED DRIVEWAY I DRIVE LANE COD PILE ---
AND DRAINAGE PIPE I � is '" — — — --- ---- -- -_ -_ — — — I
I I ��� ... ... '. TRAILER DISPLAY AREA --- — OHE OHE----------
\ / 35-- -
I I I� + : :'� r�3 o OHE ------------
PYLON SIGN .. I, :: •'• : :..� ••..� •.: , .. ; . = — E -- ---- -
SEPARATE PERMIT �-- ---� 3 � + + 13M — —_ — — � OHE
—off � - EXIST. DITCH -
( z ) I y / _ W� G m J ( WETLAND IMPACT C E - - -- --- -- off — TO REMAIN
4. 1 Ei� 1aM M- -- II OHE OHE 0.02 AC -- - --- — — — — OHE
_
RIGHT TURN / I I F� E O OHE A — �- T OHE o OHE — OHE OHE SOUTH
/— OHE I rn — OHE --- --- -
DECELERATION LANE HE V WETLAND IMPACT D —�— w -� OHE �, — O OHE — ---- I
_ � vn
WETLANDS — I HE _ EXTENDED CURB, TYP. DH � OHE o — _ OHE o- - — — = OHE / -�- Z
(AS REQ'D BY NCDOT) _ V �' - TO REMAIN —0.11 AC \ _ - - OHE
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- --- --- � � OHE - OHE
IHE
OHE�E OHE �� I HE —
I
OH I I HE
3:1 SLOPE
17-FT WIDE ACCESS TO POND
30LF 12" RCP PO.50%
STREET YARD -
INSIDE UTILITY EASEMENT
TO REMAIN UNDISTURBED, �OHE
NO NEW LANDSCAPING)
OH I I IOHE
/
OHE
OHE V
I W
EXIST. DITCH H
I
TO REMAIN I� I x A
ll _
II 1 �f VV 229.2
I M
3:1 SLOPE
ACCESS ROAD CROSS SECTION B
(WETLAND IMPACT B)
NTS
INLET
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z
PG=11.41J
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CURB INLET
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P
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AND GRATE
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(WETLAND IMPA
(WETLAND
IMPACT)
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F24IN, RCP @-030%
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0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+60 0+90 1+00
ACCESS ROAD PROFILE B
(WETLAND IMPACT B)
1 "=20'
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32
31
30
1+10
OHE OH — —OHE p G�
�I OHE \� OHE OHE b 33 —-
O E \�— U t/SHE EXTENDED CURB, TYP. E �- OHE HE _ OHE OH I =� — — co � � OHE
X — l W W
h Q� - OH --- --- E OHE I I — l OHE — l d OHE
/W OH OHE 0 E T icy —
JE m EXIST. DITCH \ OHE cn OHE A�OHE M �'
o - - TO REMAIN EXIST. DITCH OHE o OHE �HE �H/ � \ OHE� d OHE
T Ln FLOWS —�-� TO REMAIN OHE OHE HE 3 WETLANDS - '>
OVERHEAD ELECTRIC (OHE) SOUTH HE OI'� FLOWS O j OHE OHE OHE �— — / / TO REMAIN /� I I o
O E OHE � vn� � SOUTH �
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FFv{"'� PKF N 87IF F
°01'49 -
\_ F-- - 3 GLADIOLUS ROAD _ - -RRS
`INV:29.9 GLADIOL -
✓ _� -029 60' PUBLIC ROW — —
PKF — �— TOTAL
B� __ — Q
3� 18"CPP 18"CPP IPF' WETLAND IRF ETLAND IMPACT
I V:29.29� 18"R IPF FERTILE GARDEGRAPHIC SCALE
GARDENS
INV: M.B. 6 PG. 86 0 25 50 100 200 0.45 AC < 0.50 A
\ INV: 30.00 I N O R T H
SCALE: 1 "=50'
EXIST. DITCH
FLOWS
SOUTH
EXTENDED CURB TYP.
(WETLAND IMPACTS C & D)
TENDED
JRB TO DEPTHS
:R GRADING PLANS
EXISTING WETLAND
GRADE
CABC SUBGRADE
BELOW CURBING
SLOPE TO BE IMMEDIATE
PER EROSION CONTRI
VEGETATION SF
EXISTING
WETLAND
GRADE
TYPICAL BUILDING AND FILL SLOPE SECTION TYP.
(WETLAND IMPACT A)
BUILDING
AND
FOOTING
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PEI JOB#: 22389.PE