20221757 Ver 1_20230120_Carolina Springs Woods Creek Impact Maps_20230120

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No. Revision Date By 111n,,j_, Scale 140- Withe�sRavenel WR AS NOTED s,eet uo.
°rawnd Date WOODS CREEK ROAD WIDENING EXISTING CONDITIONS 1� ED �neefnanDiveICaCary, 5A
wR lziosizz gSurveyors
Checked By ]ob No. 115 acKenan Drive Cary, NC 27511
WR 02190372.30 L OF HOLLY SPRINGS NORTH CARO LNA t: 919.469.3340M I license#:F-1479www.withersraveneLcom

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A\�\�2 �CAPE FEAR BUFFER
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AREAS
W37
\\`\ \\\ \ \\\ \ \ \ \ \ \ �i
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VICINITY MAP
1 =5000
OFFSITE ROADWAY
WIDENING
OVERALL WETLAND AND STREAM IMPACTSUMMARY
TEMPORARY
PERMANENT
(NO FUNCTIONAL LOSS)
PERMANENT
(FUNCTIONAL LOSS)
IMPACT SPECIFICATION
STREAM
WETLANDS
STREAM
WETLANDS
STREAM
WETLANDS
(LF) (SF)
(SF) (AC)
(LF) LSF)
(SF) I (AC)
(I F) I (SF)
I (SF) (AC)
IMPACTA REA 1
3
12
-
-
-
-
-
-
-
-
-
-
ACCESS
C
RIP -RAP INSTALLATION
-
-
-
-
15
67
-
-
-
-
-
-
ROADWAY CROSSING AND
GRADING
-
-
-
24
105
-
-
IMPACTAREA 2
3
28
ACCESS
D
RIP -RAP INSTALLATION
-
-
-
-
13
25
-
-
-
-
-
-
CULVERT CROSSING EXTENSION
-
-
-
69
138
-
-
AND GRADING
IMPACTAREA 3
23
127
-
-
-
-
-
-
-
-
-
-
ACCESS
E
-
-
-
-
-
-
-
-
57-
INSTALLATION
RIP -RAP INSTALLATION
-
-
-
-
48
287
-
-
-
-
-
-
IMPACTAREA 4
F
TEMPOARY CONSTRUCTION
6
12
376
0.009
-
-
-
-
-
-
-
-
ACCESS
ROADWAY GRADING
-
-
-
-
-
-
-
-
55
110
1,113
0.026
TOTAL
35
179
376
0
76
379
-
-
205
867
1,113
0.026
TOTAL ACRES (STREAM)
0.0199
AC
TOTAL ACRES (WETLANDS)
0.026
AC
TOTAL ACRES
(ALL PERMANENT IMPACTS)
0.045
AC
�� v�yY ���YY ��vvY vfllff\ IMPACT AREA 3
DWR START
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7--
LIL� inch = 250 Ft.
Revision °ate B v I I Designer Seale \/ WithersRavenel
WR AS NOTED s,eet uo.
Dreck By °ate WOODS CREEK ROAD WIDENING OVERALL STREAM & WETLAND IMPACTS 1/ En ,r,ee�nan Drive
,NC O15 B
WR 01/17/23 g Y
Checked By ]ob No. 115 MacKenan Drive Cary, NC 27511
WR 02190372.30 TOWN 0F HO L L Y SP RI N G S NORTH CAROLINA t: 919.469.3340I license#:F-1479 I www.withersravenel.com

CULVERT DOWNSTREAM
N M
327 �� �) ( — CO
O \ T F 01
�
M / \
OUTLET 401 /
7.5W X 20-L X 24" D
CLASS 1 RIP RAP
DISSIPATOR PAD
IMPACTAREA 1
TEMPORARY STREAM IMPACT /
TEMPORARY CONSTRUCTION ACCESS
3 LF (12 SF)
333,
SILT FENCE (TYP) -
LIMIT OF DISTURBANCE
(TYP)
P_ O��\
J
— — — — _21' EXISTING EOP—
Q SILT FENCE (TYP)
\
LIMIT OF DISTURBANCE
SILT CHECK DAM (TYP)
CULVERT UPSTREAM
335
335 330
330
330
330 325
325
PROPOSED GRADE
PROPOSED
GRADE
325
325.320
320
30" RCP
320
135.47
30" RCP (CLASS
1320 3151
LF
IV)
@ 2 82%
315
135.47 LF
(CLASS IV)
@ 282%
EXISTING
GRADE
EXISTING GRADE
1
1
0+00 0+50 1+00 0+00 0+50 1+00
SCALE:
1 " = 50' HORIZ.
CULVERT PROFILE 1 " = 5' VERT.
335 335
IMPACT LEGEND
W125�
® PERMANENT WETLANDS (FUNCTIONAL LOSS) 320 G5a2 F2 320
PERMANENT WETLANDS (NO FUNCTIONAL LOSS)
® TEMPORARY WETLANDS
7.5'W X 20'L X 24" D
�CLASS 1 RIP RA
GRAPHIC SCALE PERMANENT STREAM (NO FUNCTIONAL LOSS) 315 DISSIPATOR PADP 315
30 0 15 30 60 PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM 0+00 0+50 1+00 1+50 2+00 2+50
1 Inch = 30 Ft. "TOP ELEVATION OF THE RIP RAP DOES NOT EXCEED THE PRE -CONSTRUCTION ELEVATION OF THE STREAM BED.
No. Revision Date 3v Illn,,j_, Scale \/ WithersRavenel WR AS NOTED s,eet uo.
°rawnBy °ate WOODS CREEK ROAD WIDENING IMPACT MAP AREA 1 1/ En ,neeslPlanneslSurveyors C
WR 01/17/23 g
Ched<ed By ]ob No. 115 MacKenan Drive I Cary, NC 27511
WR 02190372.30 TOWN OF HOLLY SPRINGS NORTH CARO LNA t:919.469.33401icense#:F-1479www.withersraveneLcom

31
II 22EXISTI G EOP, \ \
I �
22EXISTIN EOP�
� I
I I I I � IVI
I �
LIMIT OF DISTURBANCE
I I I I I M I
I
�\ SILT FENCE (TYP)
\ ;'n Q LIMIT OF DISTURBANCE
\ %04
18" PIPE TO BE REMOVED \ \ n
I
\ \1 I II A\V A +I I l
0
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 Ft.
SCALE:
1 " = 50' HORIZ.
1 " = 5' V E RT.
WHOLLY
304 SPRINGS
CAPE BUFFERAR
Q
II STOPCD
J STREAM
C2
306— ' l __/ �I
r_30J co IMPACT AREA 2
/ ` TEMPORARY STREAM IMPACT
TEMPORARY CONSTRUCTION ACCESS —
\ 3 LF (28 SF)
OUTLET 601
ro — 6'W X 12'L X 18" D
CLASS B RIP RAP
DISSIPATOR PAD
IMPACT AREA 2
PERMANENTSTREAMIMPACT
'off RIP -RAP INSTALLATION
(NO FUNCTIONAL LOSS)
Q 13 LF (25 SF)
IMPACT AREA 2
PERMANENTSTREAMIMPACT
CULVERT CROSSING EXTENSION
\ AND GRADING
(FUNCTIONAL LOSS)
+ 69 LF (138 SF)
J
0.
CULVERT PROFILE
\ 315
PROPOSED GRADE
310
\ 42.90 LF
24" RCP (CLASS IV)
@ 3.03%
305
300
6'W X 12'L X 18" D
*CLASS B RIP RAP
DISSIPATOR PAD
EXISTING GRADE
315
310
63.04 LF
24" RCP (CLASS IV)
@ 2.38%
305
300
*TOP ELEVATION OF THE RIP RAP DOES NOT EXCEED THE PRE -CONSTRUCTION ELEVATION OF THE STREAM BED.
SCALE:
1 = 50 HORIZ.
1 " = 5' V E RT.
IMPACT LEGEND
®
PERMANENT WETLANDS (FUNCTIONAL LOSS)
PERMANENT WETLANDS (NO FUNCTIONAL LOSS)
®
TEMPORARY WETLANDS
®
PERMANENT STREAM (NO FUNCTIONAL LOSS)
0
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
315 CULVERT UPSTREAM 315 315 CULVERT DOWNSTREAM 315
310
PROPOSED GRADE
310 310
PROPOSED GRADE
310
EXISTING
GRADE
EXISTING
GRADE
305
1305 3051
305
42.90 LF
24" RCP (CLASS IV)
@ 3.03%
300
24" RCP
300 300
(CLASS
42.90 LF
IV)
@ 3.03%
300
0+00 0+50 1+00
320 CULVERT UPSTREAM
0+00 0+50 1+00
320 315 CULVERT DOWNSTREAM 315
315
315 310
POSED GRADE
310
310
PROPOSED
GRADE
24" RCP
310 305
305
66.50 LF
(CLASS IV)
@ 3.76%
24" RCP
305
GRADE
305 300
300
66.50 LF
(CLASS IV)
@ 3.76%
EXISTING
GRADE
EXISTING
0+00 0+50 1+00 0+00 0+50 1+00
No. Revision Date I By Illn—i—, Scale 1111 40 � /� F
WR AS NOTED VVII ersRavene s„eetNo.
Drawn By WR °ate 01/17/23 WOODS CREEK ROAD WIDENING IMPACT MAP AREA 2 1/ Ergireers I Plarrers I Surveyors D
Checked By ]ob No. 115 MacKenan Drive I Cary, NC 27511
WR 02190372.30 TOWN OF HOLLYSPRINGS NORTH CAROL NA t: 919.469.33401 license#: F-1479 I www.withersraveneLcom

4— \ \� 30'HOLLYSPRINGS '_1 ��
CAPE FEAR BUFFER IMPACT AREA 3
TEMPORARY STREAM IMPACT 50' CARDINAL PIPELINE COMPANY, LLC
N �� ��� — / TEMPORARY CONSTRUCTION ACCESS & CARDINAL EXTENSION COMPANY RIW
FLOODWAY �� �� 4 LF (49 SF) DB 14033, PG. 1262
STREAM IMPACT AREA 3
G PERMANENT STREAM IMPACT �— G G
RIP -RAP INSTALLATION
fi—�
G 4 G G N G �� (NO FUNCTIONAL LOSS)
FEMA 100 �� _ A 12 LF (116 SF)
YEAR
PUBLIC ACCESS FLOODPLAIN IMPACT AREA 3 -
EASEMENT �� �� PERMANENT STREAM IMPACT
CULVERT CROSSING EXTENSION /
DRAINAGE
�� \
�— AND GRADING /
(FUNCTIONAL LOSS) FE100
PUBLIC
\ EASEMENT � � � TO OF BAN � �� � YEAR
A A 49 LF (475 SF) FLOODPLAIN
� 280 PROPOSED DITCH
�/ TOEOFrof �� FLOODWAY
BAN
SILT FENCE (TYP)
r PUBLICACCESS
LIMIT OF DISTURBANCE EASEMENT
PUBLIC DRAINAGE (,
`L65 EASEMENT
o o PUBLIC UTILITY
26 EASEMENT
— — — D 265 c c
_ PROPOSED 48" OVERFLOW
�0.72' EXISTING EOP RCP PIPE DESIGNED BY
OTHERS
_ PROPOSED 84" CMP ARCH PIPE o o
EXTENSIONS (BY OTHERS)
EXISTINGRM __270�
TEMPORARY SILT FENCE
s % P) EXISTING _ TEMPORARY SLOPE
(TY�� �� o
STORM DRAIN (TYP)
EXISTING 84" CMP ARCH PIPES �� 270��
/ TO BE EXTENDED (BY OTHERS) �1 1S4
275 — _ rexlsr,Nc 6REEK WOODS
/ V jJeL/CRR�Ap — — _ IMPACT LEGEND
PROPOSED 48" OVERFLOW 264PC2gs) PERMANENT WETLANDS (FUNCTIONAL LOSS)
RCP PIPE DESIGNED BY — r'> �� _
OTHERS - PERMANENT WETLANDS (NO FUNCTIONAL LOSS)
PROPOSED 18" RCP PIPE — _
_ ® TEMPORARY WETLANDS
27 DESIGNED BY OTHERS
LIMIT OF DISTURBANCE _ — _
(TYP) PERMANENT STREAM (NO FUNCTIONAL LOSS)
IMPACT AREA 3
PERMANENT STREAM IMPACT
_ IMPACT AREA 3 268 — -CULVERT INSTALLATION — 0 PERMANENT STREAM (FUNCTIONAL LOSS)
PERMANENT STREAM IMPACT 268 //^ —
CULVERT CROSSING INSTALLATIONS / _ (FUNCTIONAL LOSS) — —
3 LF (15 SF) — TEMPORARY STREAM
(FUNCTIONAL LOSS) �' �1����267- — — _
5 LF (24 SF) / �� �� — LU 7 _
IMPACT AREA 3 / ��
PERMANENT STREAM IMPACT _ / / f- IMPACT AREA 3
RIP -RAP INSTALLATION LO /_ PERMANENT STREAM IMPACT
�� J OUTLET 901 B
(NO FUNCTIONAL LOSS) � � �� � � � RIP -RAP INSTALLATION
24 LF (122 SF) OUTLET 901 A 4.5'W X 9'L X 18" D (NO FUNCTIONAL LOSS)
12'W X 32'L X 24" D \V V� CLASS B RIP RAP 12 LF (49 SF)
OFFSITE STREAM A CLASS 1 RIP RAP 6s ��� DISSIPATOR PAD
DISSIPATOR PAD
IMPACT AREA 3 IMPACT AREA 3 / �� GRAPHIC SCALE
\\\\\\ TEMPORARY STREAM IMPACT �� TEMPORARY STREAM IMPACT \ 30 0 15 30 60
TEMPORARY CONSTRUCTION ACCESS OFFSITE STREAM ��� TEMPORARY CONSTRUCTION ACCESS /� (PEF
3 LF (12 SF) G 16 LF (66 SF)
1 inch = 30 Ft.
Revision Date Bv Illn,,j_, 5eae \/ WithersRavenel WR AS NOTED s,eet uo.
°rawnBy °ate WOODS CREEK ROAD WIDENING IMPACT MAP AREA 3 1/ En, eeslPa ellSurveyors E1
WR 01/17/23 g
Checked By ]ob No. 115 MacKenan Drive I Cary, NC 27511
WR 02190372.30 TOWN OF HOLLYSPRINGS NORTH CAROLINA t: 919.469.3340I license#:F-1479 I www.withersravenel.com

WCR IMPACT 3 PROFILE 1
WCR IMPACT 3 PROFILE 2
WCR IMPACT 3 PROFILE 3
275
270
275 275
PROPOSED
GRADE
EXISTING GRADE
@ 48" INLET
270
TE
PROPOSED GRADE
@ 48" RCPINLET
2651 1 11111 1 L V 265
OUTLET 901A 35.71 LF
12'W X 32'L X 24" D 48" RCP
*CLASS 1 RIP RAP @ 0.82% CLASS 1 RIP RAP
DISSIPATOR PAD rt INLET PROTECTION
- 63.07 LF
48" RCP
260 @ 0.81% 260
275 275
270
� I
PROPOSED
GRADE
270
265
265
EXTEND 37.70 LF
84" CMP @ 0.27%-
T�
CLASS 1 RIP RAP
INLET PROTECTIO1
1260
260
EXISTING
61.39 LF
CMP@ 0.54%
84"
EXISTING
GRADE
0+00 0+50
1+00
1+50 2+00
0+00
Oi
"TOP ELEVATION OF THE RIP RAP DOES NOT EXCEED THE PRE -CONSTRUCTION
ELEVATION OF THE STREAM BED.
I
�
o
161
r
—265 l \
-* _
i w
r
�/� o
kk
No. Revision Date 3v Illn,,j_, Scale
WR °rawnBywRDateEAN
3 CAROLINA SPRINGS SUBDIVISION — PHASE 2
]ob wR TOWN OF HOLLYSPRINGS NORTH CAROLINA
275
PROPOSED
GRADE
270
270
EXISTING
GRADE
265
265
EXISTING 59,49 LF
84" CMP@ 0.24%
EXTEND 39.15 LF
84" CMP @ 0.20%
*CLASS 1 RIP RAI
INLET PROTECTI
260
EXISTING
260
GRADE
1 +00 1 +50 2+00 0+00 0+50 1 +00 1 +50 LAIS n3
GRADE J 2+00
( SCALE • "TOP ELEVATION OF THE RIP RAP DOES NOT EXCEED THE PRE -CONSTRUCTION ELEVATION OF THE STREAM BED.
1 " = 50' HORIZ.
' /
1 " = 5VERT. WCR IMPACT 3 PROFILE 4
275 275
CVO
C) /
-270
4.
s \ 1+7 \
PRO 1 �\
° 2+00 \ 265-
P/RO 2 �
26�� ✓ / �I \ �_+00
�s
CLASS
DISSIPATOR
PROPOSED
GRADE
270
270
OUTLET 901
5'WX9'LX18"D
B RIP RAP
PAD
265
917 JB
B I
-
3645�F 18
265
RCP
@2
EXISTING
GRADE
260
260
PRO 3
0+00 0+50 1+00 1+50 2+00
265— *TOP ELEVATION OF THE RIP RAP DOES NOT EXCEED THE PRE -CONSTRUCTION ELEVATION OF THE STREAM BED.
0 20' 40'
\/ WithersRavenel �1PP=ti�
IMPACT MAP AREA 3 110 Engineers I Planners I Surveyors E2
115 MacKenan Drive I Cary, INC 27511
t: 919.469.334o 1 license #: F-1479I www.withersraveneLcom
ON II

SEC 1
I�
J
r PF)
SEC 4 -
SEC 5
SEC 7
<00.
OD—
GRAPHICSCALE
20 0 10 20 40
1 inch = 20 Ft.
No. Revision Date Bv Illn,,j_, Scale
WR AS NOTED
SCALE:
�N, 1 " = 50' HORIZ.
1 " = 5' VERT.
01 IMPACT 3 SECTION 1
275 275
— IMPACT 3 SECTION 2
270 270
PROPOSED GRADE
265
265
EXISTING
GRADE
260
260
IMPACT 3 SECTION 3
270 270
—26
- G
A LO / PROPOSED GRADE
_ 265 265
EXISTING GRADE � I L I /
260
Drawn By !Date WOODS CREEK ROAD WIDENING
EEtj WR �.2
17/23
Checked By ]ob
WR 9o37zso TOWN OF HOLLYSPRINGS NORTH CAROLINA
IMPACT 3 SECTION 4
270 270
EXISTING GRADE —1 1 V11 I I I --H
260 I 260
IMPACT 3 SECTION 5
270 270
PROPOSED
GRADE
265
265
EXISTING
GRADE
260
260
CULVERT UPSTREAM
IMPACT 3 SECTION 6
275 275
PROPOSED GRADE
AT HEADWALL FILL FACE
PROPOSED GRADE
AT PIPE INLET
(5- LEFT OFFSET)
270 270
39.15 LF
84" CMP
@ 0.20%
•
; �, : ,'
1 �
A
'■111■In■■
•
lull®III��
11�'11111'11�111■■
•
11`�Ii�1111��rI■■
111�� �.
1 11
IY1f��11�NE=
MITI
MEMENIIIIIIIIIIIIII
1
11 1
260
IMPACT MAP AREA 3
CULVERT DOWNSTREAM
IMPACT 3 SECTION 7
275 275
EXISTING GRADE
2701
1
1
1
1
1
1
1270
35.71
LF
48"
RCP
@
0.82%
265
36.45 LF
265
18" RCP
EXISTING @ 2.74%
61.39 LF
EXISTING
84" CMP
59.49 LF
@ 0.54% 84" CMP
260
@ 0.24%
260
0+00
0+50 1+00
IMPACT
3 SECTION 8
275
275
\/ WithersRavenel
1/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, INC 27511
t: 919.469.3340 1 license #: F-1479I www.withersravenel.com

VARIABLE PUBLIC -285 � � � � � � � � � � � � � ,IMP CT AREA 4
EASEMENT DRAINAGE IMPACTAREA4� PERMANENT WETLAND IMPACT
TEMPORARY STREAM IMPACT ROADWAY AND DITCH GRADING -
TEMPORARY CONSTRUCTION ACCESS 1113 SF (0.026 AC)
DISTURBANCE LIMIT 6 LF (12 SF) — —
� \
TOWN OF HOLLY
TREE PROTECTION 1 _ 8�' SPRINGS BUFFER
FENCE (TYP)
PROPOSED DITCH — r —
d( -� DWR STOP
FEATURE I BUFFER STREAM 12
100YR FLOODPLAIN 100YR FLOODPLAIN-
- (EFFECTIVE) (FUTURE) J —
0
—275
-270- o 0 0 o p WETLANDAREAW37
�274_ A/
273 << -
STREAM 12
WETLAND AREA W15
SILT FENCE (TYP)
IMPACT AREA 9
TEMPORARY WETLAND IMPACT
22' EXISTING EOP
TEMPORARY CONSTRUCTION ACCESS \ -
- 376 SF (0.009 AC)
IMPACT AREA 4 �� V 7 A
7
PERMAN NTSTREAMIMPACTROADWAY GRADING �� <Fk�s���F� IV A 280-�-
PROPOSED R/W
55LF(110SF)
(PERMANENT FUNCTIONAL LOSS)
i
2g5
o \ _
o
s 290
Revision Date I 3v Illn,,j_, Scale IIII
WR AS NOTED
EBD—' y WR Date 111/11/23 WOODS CREEK ROAD WIDENING
By ]ob No.
WR 02190372.30 TOWN OF HOLLYSPRINGS NORTH CAROLINA
IMPACT MAP AREA 4
IMPACT LEGEND
®
PERMANENT WETLANDS (FUNCTIONAL LOSS)
PERMANENT WETLANDS (NO FUNCTIONAL LOSS)
®
TEMPORARY WETLANDS
®
PERMANENT STREAM (NO FUNCTIONAL LOSS)
0
PERMANENT STREAM (FUNCTIONAL LOSS)
TEMPORARY STREAM
REDIRECTED STREAM
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 Ft.
40 WithersRavenel Sh-N.
1/ Engineers I Planners I Surveyors F
115 MacKenan Drive I Cary, INC 27511
t: 919.469.3340 1 license #: F-14791 www.withersravenel.com

4 X D
A �
OUTLET
W/DITCH
OUTLET W/O DITCH
D
CLASS 'B' RIP RAP
CLASS I RIP RAP
CLASS 'B' RIP RAP
CLASS I RIP RAP
TONS
o-
TEXTILES.Y.
TONS
SE. o-
TEXTI LTONS
Y.
T�IEo-
S_ V
S.Y.
TONS
E XI. L E
S. Y.
12"
2
5
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
6
18"
3
10
9
4
10
2
7
4
2
8
24"
5
14
15
7
15
3
11
7
4
12
30"
8
21
21
11
22
5
16
11
7
17
36"
11
28
29
15
30
7
22
16
10
23
42"
15
37
39
20
39
10
28
22
13
30
48"
-
-
49
26
50
-
28
17
38
54"
-
60
33
62
36
21
47
60"
-
73
40
75
44
26
56
66"
-
-
87
48
89
54
32
67
72"
-
102
57
104
64
38
78
NOTE:
FOR CALCULATION PURPOSES
CLASS 'B' RIP RAP = 100 LB
CLASS I RIP RAP = 105 LB
B
A­w]
PLAN
D \
H
�a
SECTION A -A
SLOPE 11/2:1 OR FLATTER
PIPE OUTLET WITH DITCH
T
GEOTEXTILE
H= RIP RAP TO TOP OF PIPE (MAX. H = D + T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
4 X D
SECTION B-B
PIPE OUTLET WITHOUT DITCH
B
z
O co
aQ
H cr U
ILJ�Hz
O O 0 2
wQzU
Q U O H
c ~ O w
� J
0OCncr
z H
D � H
1 WD
0
W
J
H
00
�az
H H
Qa
oQ
0
°C a
z �
Q
�a
� H
Q �
QO
O U_
W
N
M
CD
HEET 1 OF 1
876.02
"° Revision Date I Bv Ilin-i—, 5eae III \/ WithersRavenel
WR AS NOTED s,eet uo.
Drawn By WR Date 121°8122 WOODS CREEK ROAD WIDENING RIP -RAP PAD DETAILS 1/ Eng;neersIPlannersISurveyors G
Checked By ]ob No. 115 MacKenan Drive I Cary, NC 27511
WR 02190372.30 TOWN OF HOLLY SPRINGS NORTH CAROLINA t:919.469.3340Ilicense#:F-1479 I www.withersravenel.com