Bermuda Run Sidewalk - Phase 2 Bid Set_071426_Part3.pdf
PDF 26 MB Posted
- Solicitation number
- 1025BR2026SW
- Issued by
- Currituck County, North Carolina
About this file
Bermuda Run Riverbend Drive Sidewalk - Phase 2 Construction Plans
This is a set of construction design drawings and utility coordination plans prepared by Wetherill Engineering for the Town of Bermuda Run, North Carolina, in Davie County. The project involves the construction of a sidewalk along Riverbend Drive for Phase 2, extending from station 9+00 to approximately station 68+50 (approximately 1.15 miles). The scope of work includes installation of new drainage infrastructure comprising various sizes of PVC, RCP (reinforced concrete pipe), HDPE (high-density polyethylene), and CMP (corrugated metal pipe) storm drain systems, along with removal and relocation of existing utilities. The project design also includes water line relocation, sanitary sewer adjustments, and electrical conduit installation to be performed by Duke Energy and other utility providers. The drawings show detailed cross-sections at 50-foot intervals, utility conflict locations, and site-specific information for property owners along the corridor. The design was completed and released as a bid set on July 14, 2026, with preliminary reviews conducted by the Town of Bermuda Run on January 29, 2026, and by NCDEQ Erosion & Sediment Control on June 12, 2026.
The construction plans identify fourteen utility owners with conflicts at various locations along the project corridor, including the Town of Bermuda Run (sanitary sewer), Davie County (water), Duke Energy (electrical power and lighting), Zirrus (fiber and telecommunications), Piedmont Natural Gas Company, and Spectrum (cable television). Utility relocation and adjustment work is specified to be performed by the respective utility owners at their own cost, with specific requirements that utilities maintain an 18-inch minimum clearance beneath proposed drainage pipes. The contractor is responsible for completing all water and sewer improvements as part of the sidewalk construction contract, while dry utility work shown on the plans will be performed by others with no payment due to the contractor. The project requires coordination among multiple stakeholders and detailed verification of utility locations and elevations prior to construction, as indicated by numerous test holes and utility conflict notations throughout the design documentation.
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Text version
9+50.00
0 10 20 300-10-20-30
10+00.00
0 10 20 300-10-20-30
10+50.00
0 10 20 300-10-20-30
11+00.00
0 10 20 300-10-20-30
11+50.00
0 10 20 300-10-20-30
12+00.00
0 10 20 300-10-20-30
12+50.00
0 10 20 300-10-20-30
13+00.00
0 10 20 300-10-20-30
13+50.00
0 10 20 300-10-20-30
14+00.00
0 10 20 300-10-20-30
14+50.00
0 10 20 300-10-20-30
15+00.00
0 10 20 300-10-20-30
15+50.00
0 10 20 300-10-20-30
16+00.00
0 10 20 300-10-20-30
16+50.00
0 10 20 300-10-20-30
17+00.00
0 10 20 300-10-20-30
17+50.00
0 10 20 300-10-20-30
18+00.00
0 10 20 300-10-20-30
R/ W
R/ W
R/ W
R/ W R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
2%
2%
2%
2%
8" PVC SS
12" RCP
TO BE REMOVED
12" RCP
TO BE REMOVED
12" HDPE
STORM DRAIN
8" PVC SS
12" RCP
TO BE REMOVED
12%
12" HDPE
TO BE REMOVED
6% 2%
2% 2%
2% -5%
2% -5%
2%
4:1 4:1
3:1
3:1
-2%
4:1
4:1
2% 1%
-2%
4:1
4:1
2% 1%
2%
-2% 2%
-2%
4:1 4:1
2%
3:1
1%
3:1
3:1
2%
3:1
2%
3:1
2%
8" PVC SS
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
12" RCP
STORM DRAIN
1%
18:1 24:1
2%
3:1
3:1
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3:1
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REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
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1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
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PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 9+50 - 18+00
XS-2
20+50.00
0 10 20 300-10-20-30
18+49.00
0 10 20 300-10-20-30
19+00.00
0 10 20 300-10-20-30
19+50.00
0 10 20 300-10-20-30
20+00.00
0 10 20 300-10-20-30
21+00.00
0 10 20 300-10-20-30
21+50.00
0 10 20 300-10-20-30
22+00.00
0 10 20 300-10-20-30
22+50.00
0 10 20 300-10-20-30
23+00.00
0 10 20 300-10-20-30
23+50.00
0 10 20 300-10-20-30
24+00.00
0 10 20 300-10-20-30
24+50.00
0 10 20 300-10-20-30
25+00.00
0 10 20 300-10-20-30
25+50.00
0 10 20 300-10-20-30
26+00.00
0 10 20 300-10-20-30
26+50.00
0 10 20 300-10-20-30
27+00.00
0 10 20 300-10-20-30
R/ W
R/ W
R/ W R/
W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/
WCL
CL
CL
CL
CL
CL
CL
CL
CL CL
CL
CL
CL
CL
CL
CL
CL
CL
2% 2%
2%
2%
2%
2%
2%
3:1
3:1
3:1
3:1
8" PVC SS
8" PVC SS
15" HDPE
STORM DRAIN 15" HDPE
TO BE REMOVED
15" HDPE
STORM DRAIN
15" HDPE
STORM DRAIN
24" RCP
STORM DRAIN
24" RCP
STORM DRAIN
24" RCP
STORM DRAIN
15" HDPE
STORM DRAIN
3:13:1
3:1
3:1
2%
3:1
2%
2% 9%
2%
2%
2%
2%
-2%
2% 3:1
2%
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH) GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
15" HDPE
TO BE REMOVED
8" PVC SS
2%
15" HDPE
STORM DRAIN
8" PVC SS
8" PVC SS8" PVC SS
15" HDPE
TO BE REMOVED
%-13%
15" RCP
STORM DRAIN
15" RCP
STORM DRAIN
8%
8" PVC SS
24" RCP
STORM DRAIN
8" PVC
STORM DRAIN
3:1
3:1
2%
8" PVC SS
3:1
P :\2
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(5
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P
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B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
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A R
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O T
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D F
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C O
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TR
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1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
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D R
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F B
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D A
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PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 18+50 - 27+00
XS-3
27+50.00
0 10 20 300-10-20-30
28+00.00
0 10 20 300-10-20-30
28+50.00
0 10 20 300-10-20-30
29+00.00
0 10 20 300-10-20-30
29+51.00
0 10 20 300-10-20-30
30+00.00
0 10 20 300-10-20-30
30+50.00
0 10 20 300-10-20-30
31+00.00
0 10 20 300-10-20-30
31+50.00
0 10 20 300-10-20-30
32+00.00
0 10 20 300-10-20-30
32+50.00
0 10 20 300-10-20-30
33+00.00
0 10 20 300-10-20-30
33+50.00
0 10 20 300-10-20-30
34+00.00
0 10 20 300-10-20-30
34+50.00
0 10 20 300-10-20-30
35+00.00
0 10 20 300-10-20-30
35+50.00
0 10 20 300-10-20-30
36+00.00
0 10 20 300-10-20-30
R/ W
R/ W
R/ W R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
CL
CL
CL
CL
CL
CL
CL
CL
CL CL
CL
CL
CL
CL
CL CL
CL
CL
2%
2%
2%
3:1
3:1
8" PVC SS
2% 3:1
2% 2%
2:1
2%
2%
2%
2% 2%
2%
2%
2%
2%
2%
2:1
3:1
3:1
3:1 3:1
3:1
2%
2%
15" RCP
STORM DRAIN
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH) GAS
(ASSUMED 2.5' DEPTH)
4" PVC
TO BE REMOVED
15" HDPE
TO BE REMOVED
1%
3:1
8" PVC SS
3:1
12" RCP
TO BE REMOVED
2%
2%
P :\2
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S id ew al k Fi na l D es ig n\
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(5
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P
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B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
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M
IN
A R
Y N
O T
R E
LE
A
S E
D F
O R
C O
N S
TR
U
C
TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
IV
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F B
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D A
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N , N
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PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 27+50 - 36+00
XS-4
36+50.00
0 10 20 300-10-20-30
36+95.00
0 10 20 300-10-20-30
37+50.00
0 10 20 300-10-20-30
38+21.00
0 10 20 300-10-20-30
38+50.00
0 10 20 300-10-20-30
39+00.00
0 10 20 300-10-20-30
39+50.00
0 10 20 300-10-20-30
40+00.00
0 10 20 300-10-20-30
40+50.00
0 10 20 300-10-20-30
41+00.00
0 10 20 300-10-20-30
41+50.00
0 10 20 300-10-20-30
42+00.00
0 10 20 300-10-20-30
42+50.00
0 10 20 300-10-20-30
43+00.00
0 10 20 300-10-20-30
43+50.00
0 10 20 300-10-20-30
43+95.00
0 10 20 300-10-20-30
44+50.00
0 10 20 300-10-20-30
45+00.00
0 10 20 300-10-20-30
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
CL CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL CL
CL
CL
2%
2%
2%
2%
2% 2%
2%
2%
2%
2%
2%
3:1
3:1
3:1 3:1
3:1
3:1
3:1
3:13:1 3:1
3:1
3:1
3:1
3:1
3:1
3:1
3:1
3:1
3:1
3:1
2% 2%
2%
2%
2%
2%
2%
3:1
-2%
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
2%
3:1
12" RCP
TO BE REMOVED 3%
2%
-4%
-2%
-2%
3:1
12" HDPE
STORM DRAIN
2%
2%
2%
12" RCP
STORM DRAIN
12" RCP
STORM DRAIN
P :\2
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S id ew al k Fi na l D es ig n\
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(5
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P
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B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
E
LI
M
IN
A R
Y N
O T
R E
LE
A
S E
D F
O R
C O
N S
TR
U
C
TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
IV
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B E
N D
D R
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E
S
ID
E W
A
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P
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H A
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C O
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TY
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TH
C
A R
O
LI
N A
TO
W
N O
F B
E R
M U
D A
R U
N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 36+50 - 45+00
XS-5
50+50.00
0 10 20 300-10-20-30
51+60.00
0 10 20 300-10-20-30
45+50.00
0 10 20 300-10-20-30
46+00.00
0 10 20 300-10-20-30
46+50.00
0 10 20 300-10-20-30
47+00.00
0 10 20 300-10-20-30
47+50.00
0 10 20 300-10-20-30
48+00.00
0 10 20 300-10-20-30
48+55.00
0 10 20 300-10-20-30
49+00.00
0 10 20 300-10-20-30
49+50.00
0 10 20 300-10-20-30
50+00.00
0 10 20 300-10-20-30
50+80.00
0 10 20 300-10-20-30
52+00.00
0 10 20 300-10-20-30
52+50.00
0 10 20 300-10-20-30
53+00.00
0 10 20 300-10-20-30
53+50.00
0 10 20 300-10-20-30
54+10.00
0 10 20 300-10-20-30
R/ W
R/ W R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL CL
CL
CL
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
8" PVC SS
3:1
3:1 3:1
3:1
3:1
R/ W
CL
2%
6%
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
24" RCP
STORM DRAIN
8" PVC SS
3:1
2:1
10%
4%
2:1
2:1
2:1
3:1
3:1
3:1
3:1
3:1
3:1
24" RCP
STORM DRAIN
-11%
-2%
-2% -2% -2% 0%
R/ W
8" PVC SS
24" RCP
STORM DRAIN
24" CMP
STORM DRAIN
-5%
P :\2
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+0 0_
+5
0) .d w g
-1
7-
4:
:2
P
M J
B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
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O T
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A
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D F
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TR
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1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
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TY
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A R
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N A
TO
W
N O
F B
E R
M U
D A
R U
N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 45+50 - 54+00
XS-6
54+50.00
0 10 20 300-10-20-30
55+00.00
0 10 20 300-10-20-30
55+50.00
0 10 20 300-10-20-30
56+00.00
0 10 20 300-10-20-30
56+50.00
0 10 20 300-10-20-30
57+00.00
0 10 20 300-10-20-30
57+50.00
0 10 20 300-10-20-30
58+00.00
0 10 20 300-10-20-30
58+50.00
0 10 20 300-10-20-30
59+00.00
0 10 20 300-10-20-30
59+50.00
0 10 20 300-10-20-30
60+00.00
0 10 20 300-10-20-30
60+50.00
0 10 20 300-10-20-30
61+00.00
0 10 20 300-10-20-30
61+50.00
0 10 20 300-10-20-30
62+00.00
0 10 20 300-10-20-30
62+50.00
0 10 20 300-10-20-30
63+00.00
0 10 20 300-10-20-30
R/ W
R/ W
R/ W
R/ W
R/ W R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
CL CL
CL
CL CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
2%
2%
2%
2% 2%
3:1
3:1
3:1
3:1
3:1
3:1 3:1
3:1
3:1
3:1
3:1
3:1
8" DIP SS
4:1
3:1
3:1
4:1
10%
2%
2%
3:1
2%
-2%
4:1 4:1
2%
-2%
4:1 4:1
2%
-2%
4:1 4:1
2% 3:1
-2%
4:1
4:1
2%
-2%
4:1
4:1
2%
-2%
-2% -2%
-2%
-2%
-2%
-2%
-2%
-2%
GAS
(ASSUMED 2.5' DEPTH) GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
3:1
-9%
4:1
4:1
3:1
3:1
SSMH
15" RCP
STORM DRAIN
3:1
P :\2
4\
5.
B er m ud a R un R iv er be nd
S id ew al k Fi na l D es ig n\
D ra w in gs
\P la n S he et s\ P
H A
S E
\2
.0
- P ha se
R iv er be nd W
X S
(5
+0 0_
+5
0) .d w g
-1
7-
4:
:0
P
M J
B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
E
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M
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A R
Y N
O T
R E
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A
S E
D F
O R
C O
N S
TR
U
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TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
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TO
W
N O
F B
E R
M U
D A
R U
N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 54+50 - 63+00
XS-7
65+50.00
0 10 20 300-10-20-30
63+50.00
0 10 20 300-10-20-30
64+00.00
0 10 20 300-10-20-30
64+50.00
0 10 20 300-10-20-30
65+00.00
0 10 20 300-10-20-30
66+00.00
0 10 20 300-10-20-30
66+50.00
0 10 20 300-10-20-30
67+00.00
0 10 20 300-10-20-30
67+50.00
0 10 20 300-10-20-30
68+00.00
0 10 20 300-10-20-30
68+50.00
0 10 20 300-10-20-30
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
CL
CL
CL CL CL
CL
CL
CL
CL
CL
CL
2%
2%
2% 2%
2%
2%
2%
2%
2%
2%
3:1
3:1
3:1
3:1
2:1
2:1
8" DIP SS
8" PVC SS
8" PVC SS
3:1
3:1
3:1
3:1
3:1
3:1
3:1
1%
2%
2%
3:1
2% 2%
2%
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH) GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH) GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH)
GAS
(ASSUMED 2.5' DEPTH) GAS
(ASSUMED 2.5' DEPTH)
15" RCP
STORM DRAIN
5:1 -6%
3:1
-4%
10:1 10:
2% 16
8" PVC SS 8" PVC
STORM DRAIN
8" PVC
STORM DRAIN
8" PVC
STORM DRAIN
-0%
15" HDPE
STORM DRAIN
8" PVC SS
8" PVC SS
8" PVC SS
4:1 4:1
5:1
-11%
4:1
15" RCP
STORM DRAIN
42" RCP
STORM DRAIN
P :\2
4\
5.
B er m ud a R un R iv er be nd
S id ew al k Fi na l D es ig n\
D ra w in gs
\P la n S he et s\ P
H A
S E
\2
.0
- P ha se
R iv er be nd W
X S
(5
+0 0_
+5
0) .d w g
-1
7-
5:
:3
P
M J
B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
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R E
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D F
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TR
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O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
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N O
F B
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M U
D A
R U
N , N
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PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 63+50 - 68+50
XS-8
5.0'
2.5'
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
6" ACP WATER
LINE BY RECORD
SS FM BY
RECORD
FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
SS FM BY
RECORDW
W
W
W
W
W
W
W
W
W
W
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
J. SCOTT ANDERS/NANCY H ANDERS
ADDRESS: 1209 RIVERBEND DR.
PIN: 5872858126
CLUBCORP NV XII LLC.
ADDRESS: 324 BERMUDA RUN DR.
PIN: 5872931640MICHAEL JOSEPH BRANNON
ADDRESS: 1179 RIVERBEND DR.
PIN: 5872845666
RIVERBEND DR.
TCE
TCE
TCE
TCE
MATCHLINE
STA. 9+00
W
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
SIGN
LSA
LSA
BUSHES
RIP RAP
DITOP=745.63'
INVIN(S)=739.86'
DI
TOP=745.71'
INV IN(SE)=742.32'
INV IN(S)=741.52'
INV OUT(N)=741.51'
DI
TOP=745.91'
INV IN(SW)=744.62'
INV=755.29'
7.5" BRK
WALL
24" HDPE
12" CMP
ASPHALT
DRIVE
CONC
DRIVE
ASPHALT
PATH
RIVERBEND DR.
ASPHALT
PATH
RIVERBEND DR.
W
W
SS
SS
4" PVC
SS
SS
SSCO PLACED
BY RECORD
SS SVC LINE PLACED
BY RECORD
EOI
4" PVC
BY RECORD
EOI
EOI
SIGN
TEST HOLE #4
UTILITY NOT FOUND
TEST HOLE #3
UTILITY NOT FOUND
TEST HOLE #1
UTILITY NOT FOUND
EOI
RELOCATION OF FORCE MAIN TO BE
COMPLETED BY CONTRACTOR. SEE
PLAN PROFILE SHEETS FOR DETAILED
INFORMATION.
DUKE ENERGY - RELOCATE
15' LED LIGHT POLE
ZIRRUS - EXISTING
ABANDONED PED AND
COPPER LINES TO REMAIN
5+00
6+00
7+00
8+00
9+00
4+50
5+50
6+50
7+50
8+50
DUKE ENERGY - INSTALL 491 LF
OF 2" ELECTRICAL CONDUIT
DUKE ENERGY - INSTALL 491 LF
OF 2" ELECTRICAL CONDUIT
DUKE ENERGY - EXISTING
UNDERGROUND POWER LINE
TO BE ABANDONED
DUKE ENERGY - EXISTING
UNDERGROUND POWER LINE
TO BE ABANDONED
RELOCATION OF WATER LINE TO
BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
N
S
E
W
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 5+00 - 9+00
UO-1
UTILITY OWNERS WITH CONFLICTS
AT THIS LOCATION
(A) SANITARY SEWER - TOWN OF BERMUDA RUN
(B) WATER - DAVIE COUNTY
(C) POWER - DUKE ENERGY
P :\2
4\
5.
B er m ud a R un R iv er be nd
S id ew al k Fi na l D es ig n\
D ra w in gs
\P la n S he et s\ P
H A
S E
\2
.0
- P ha se
R iv er be nd _U til iti es B yO th er s.
dw g
-1
7-
5:
:0
P
M J
B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
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IN
A R
Y N
O T
R E
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A
S E
D F
O R
C O
N S
TR
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TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
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TO
W
N O
F B
E R
M U
D A
R U
N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
NOTES
1. ALL UTILITIES SHALL MAINTAIN 18" MINIMUM CLEARANCE BENEATH PROPOSED DRAINAGE PIPES.
2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES AND DRAINAGE SHALL BE VERIFIED PRIOR TO RELOCATING OR
INSTALLING NEW UTILITIES.
3. UTILITY OWNERS RELOCATING EXISTING OR INSTALLING NEW UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING ANY
NECESSARY EASEMENTS, PERMITS, AND AUTHORIZATION.
NOTE:
ALL PROPOSED DRY UTILITY WORK SHOWN ON THIS SHEET
WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO
THE CONTRACTOR FOR PROPOSED DRY UTILITY WORK SHOWN
ON THIS SHEET. ALL WATER AND SEWER IMPROVEMENTS
SHALL BE COMPLETED BY THE CONTRACTOR AS PART OF THE
SIDEWALK CONSTRUCTION.
2.5'
8.0'
2.5'
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
6" ACP WATER
LINE BY RECORD
SS FM BY
RECORD
SS CO AND LINE
BY RECORD
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W R/W R/W R/W R/W
R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W R/W R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
PHILIP MANLEY AVERETT
ADDRESS: 1163 RIVERBEND DR.
PIN: 5872845429
MICHAEL JOSEPH BRANNON
ADDRESS: 1179 RIVERBEND DR.
PIN: 5872845666
MATCHLINE
STA. 13+50
MATCHLINE
STA. 9+00
FM
FM
FM
FM
FM
FM
SIGN
LSA
LSA
LSA SS
SSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
12" HDPE
8" PVC
8" PVC
15" RCP
12" RCP
8" PVC
ASPHALT
DRIVE
CONC
DRIVE
CONC
DRIVE
CONC
DRIVE
ASPHALT
DRIVE
RIVERBEND DR.
ASPHALT
DRIVE
SSMH
TOP=766.80'
INV IN (N) = 761.77'
INV IN(NW) =760.82'
INV OUT(SW)=760.75'
SSMH
TOP=768.27'
INV IN(NE)=759.35'
INV OUT(SW)=759.21'
RIVERBEND DR.
W
W
W
EOI
EOI
EOI
EOI
EOI
EOIEOI EOI
EOI
EOI
EOI
EOI
SS CLEAN
OUT
TEST HOLE #4
UTILITY NOT FOUND
TEST HOLE #3
UTILITY NOT FOUND
RELOCATION OF FORCE MAIN TO BE
COMPLETED BY CONTRACTOR. SEE
PLAN PROFILE SHEETS FOR DETAILED
INFORMATION.
DUKE ENERGY - EXISTING
UNDERGROUND POWER
LINE TO REMAIN
ZIRRUS - ABANDONED
COPPER LINES TO REMAIN
ZIRRUS - EXISTING PED AND
FIBER LINES TO REMAIN
ZIRRUS - ABANDONED
COPPER LINES TO REMAIN
ADJUSTMENT OF SANITARY SEWER RIM
TO BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
ADJUSTMENT OF SANITARY SEWER
RIM TO BE COMPLETED BY
CONTRACTOR. SEE PLAN PROFILE
SHEETS FOR DETAILED INFORMATION.
DUKE ENERGY - EXISTING
LIGHT POLE TO REMAIN
ZIRRUS - EXISTING
ABANDONED PED AND
COPPER LINES TO REMAIN
ZIRRUS - EXISTING PED AND
FIBER LINE TO REMAIN
ZIRRUS - EXISTING
ABANDONED PED AND
COPPER LINES TO REMAIN
ADJUSTMENT OF SANITARY SEWER
CLEANOUT TO BE COMPLETED BY
CONTRACTOR. SEE PLAN PROFILE
SHEETS FOR DETAILED INFORMATION.
ADJUSTMENT OF SANITARY
SEWER CLEANOUT TO BE
COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS
FOR DETAILED INFORMATION.
DUKE ENERGY - EXISTING
LIGHT POLE TO REMAIN
9+00
10+00
11+00
12+00
13+00
14+00
8+50
9+50
10+50
11+50
12+50
13+50
OF 2" ELECTRICAL CONDUIT
DUKE ENERGY - INSTALL 491 LF OF
2" ELECTRICAL CONDUIT (CONT.)
DUKE ENERGY - EXISTING
UNDERGROUND POWER LINE
TO BE ABANDONED
N
S
E
W
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 9+00 - 13+50
UO-2
P :\2
4\
5.
B er m ud a R un R iv er be nd
S id ew al k Fi na l D es ig n\
D ra w in gs
\P la n S he et s\ P
H A
S E
\2
.0
- P ha se
R iv er be nd _U til iti es B yO th er s.
dw g
-1
7-
5:
:4
P
M J
B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
E
LI
M
IN
A R
Y N
O T
R E
LE
A
S E
D F
O R
C O
N S
TR
U
C
TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
IV
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A
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P
LA
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H A
S E
D A
V
IE
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U N
TY
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O R
TH
C
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O
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TO
W
N O
F B
E R
M U
D A
R U
N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
UTILITY OWNERS WITH CONFLICTS
AT THIS LOCATION
(A) SANITARY SEWER - TOWN OF BERMUDA RUN
(B) POWER - DUKE ENERGY
NOTES
1. ALL UTILITIES SHALL MAINTAIN 18" MINIMUM CLEARANCE BENEATH PROPOSED DRAINAGE PIPES.
2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES AND DRAINAGE SHALL BE VERIFIED PRIOR TO RELOCATING OR
INSTALLING NEW UTILITIES.
3. UTILITY OWNERS RELOCATING EXISTING OR INSTALLING NEW UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING ANY
NECESSARY EASEMENTS, PERMITS, AND AUTHORIZATION.
NOTE:
ALL PROPOSED DRY UTILITY WORK SHOWN ON THIS SHEET
WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO
THE CONTRACTOR FOR PROPOSED DRY UTILITY WORK SHOWN
ON THIS SHEET. ALL WATER AND SEWER IMPROVEMENTS
10.0'
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W
W W
W W
6" ACP WATER
LINE BY RECORD
WATER LINE
BY RECORD
G G
SS CO AND LINE
BY RECORDSS CO AND LINE
BY RECORD
SS CO AND LINE
BY RECORD
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R /W
R /W
R /W
R /W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R /W
R /W
R /W
R /W
DEAN BELIVEAU
ADDRESS: 1147 RIVERBEND DR.
PIN: 5872844318
JONGKOLNEE MARSIANO
ADDRESS: 1135 RIVERBEND DR.
PIN: 5872842289
STEVE L WOODY
ADDRESS: 1117 RIVERBEND DR.
PIN: 5872841250
CHRISTOPHER R STROUPE III
ADDRESS: 1107 RIVERBEND DR.
PIN: 5872840121
MATCHLINE
STA. 18+00
MATCHLINE
STA. 13+50
SIGN
LSA
LSA
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSS
S S
S S
S S
8" PVC
18" BRK WALL
18" BRK
WALL
BRK COLUMN
W/LIGHT BRK COLUMN
W/LIGHT
BRICK
COLUMN
W/ LIGHT
INV=751.89'
INV=758.89'
7.5" BRK
WALL
7.5" BRK
WALL 12" RCP
8" PVC8" PVC
12" RCP
8" PVC
8" PVC
8" PVC
12" RCP
12" RCP
CONC
DRIVE
CONC
DRIVE
CONC
DRIVE
ASPHALT
DRIVE
RIVERBEND DR.
SSMH
TOP=761.52'
INV IN(NE)=755.63'
INV OUT(SW)=754.47'
SSMH
TOP=754.78'
INV IN(NE)=748.20'
INV OUT(SW)=748.05'
SSMH
TOP=751.97'
INV IN(NE)=745.78'
INV IN(SE)=743.91'
INV OUT(SW)=743.69'
SSMH
TOP=751.56'
INV OUT(NW)=744.38'
S V
C S
V C
S V
C S
V C
AZALEA CIRCLE
W W
W W
W W
W
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOIEOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
TEST HOLE #6
TOP GAS ELEV: 745.76'
TEST HOLE #5
TOP FIBER OPTIC
ELEV: 745.36'
DUKE ENERGY - EXISTING
UNDERGROUND POWER
LINE TO REMAIN
ZIRRUS - ABANDONED
COPPER LINES TO REMAIN
ZIRRUS - ABANDONED
COPPER LINES TO REMAIN
ZIRRUS - EXISTING ABANDONED
COPPER LINES TO REMAIN
ADJUSTMENT OF SANITARY
SEWER RIM TO BE COMPLETED
BY CONTRACTOR. SEE PLAN
PROFILE SHEETS FOR DETAILED
INFORMATION.
UNKNOWN UTILITY - CONTRACTOR TO
VERIFY CLEARANCE FROM FINISHED GRADE
ZIRRUS - EXISTING ABANDONED
COPPER LINES TO REMAIN
ZIRRUS - EXISTING
FIBER LINE TO REMAIN
ZIRRUS - EXISTING PED AND
FIBER LINES TO REMAIN ADJUSTMENT OF WATER METER TO
BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
ZIRRUS - EXISTING ABANDONED
PED AND COPPER LINES TO REMAIN
ZIRRUS - EXISTING
FIBER LINE TO REMAIN
ZIRRUS - EXISTING
FIBER LINE TO REMAIN
ADJUSTMENT OF SANITARY SEWER RIM
TO BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
ADJUSTMENT OF SANITARY SEWER RIM
TO BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
ZIRRUS - EXISTING FIBER TO REMAIN AND
BE ADJUSTED AS NECESSARY DURING
CONSTRUCTION. CONTRACTOR TO
COORDINATE WITH UTILITY OWNER.
PIEDMONT NATURAL GAS COMPANY -
EXISTING GAS LINE TO REMAIN AND BE
ADJUSTED AS NECESSARY DURING
CONSTRUCTION. CONTRACTOR TO
COORDINATE WITH UTILITY OWNER.
ADJUSTMENT OF SANITARY SEWER
CLEANOUT TO BE COMPLETED BY
CONTRACTOR. SEE PLAN PROFILE
SHEETS FOR DETAILED INFORMATION.
ADJUSTMENT OF SANITARY SEWER
CLEANOUT TO BE COMPLETED BY
CONTRACTOR. SEE PLAN PROFILE
SHEETS FOR DETAILED INFORMATION.
ADJUSTMENT OF SANITARY SEWER
CLEANOUT TO BE COMPLETED BY
CONTRACTOR. SEE PLAN PROFILE
SHEETS FOR DETAILED INFORMATION.
DUKE ENERGY - EXISTING
LIGHT POLE TO REMAIN
13+00 14+0015+00
16+00 17+0018+00
13+5014+5015+50
16+5017+50
N
S E
W
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 13+50 - 18+00
UO-3
UTILITY OWNERS WITH CONFLICTS
AT THIS LOCATION
(A) SANITARY SEWER - TOWN OF BERMUDA RUN
(B) WATER - DAVIE COUNTY
(C) FIBER/TELEPHONE - ZIRRUS
NOTES
1. ALL UTILITIES SHALL MAINTAIN 18" MINIMUM CLEARANCE BENEATH PROPOSED DRAINAGE PIPES.
2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES AND DRAINAGE SHALL BE VERIFIED PRIOR TO RELOCATING OR
INSTALLING NEW UTILITIES.
3. UTILITY OWNERS RELOCATING EXISTING OR INSTALLING NEW UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING ANY
NECESSARY EASEMENTS, PERMITS, AND AUTHORIZATION.
P :\2
4\
5.
B er m ud a R un R iv er be nd
S id ew al k Fi na l D es ig n\
D ra w in gs
\P la n S he et s\ P
H A
S E
\2
.0
- P ha se
R iv er be nd _U til iti es B yO th er s.
dw g
-1
7-
5:
:2
P
M J
B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
E
LI
M
IN
A R
Y N
O T
R E
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D F
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N S
TR
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TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
IV
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D R
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E
S
ID
E W
A
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P
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H A
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D A
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C O
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TY
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A R
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TO
W
N O
F B
E R
M U
D A
R U
N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
NOTE:
ALL PROPOSED DRY UTILITY WORK SHOWN ON THIS SHEET
WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO
THE CONTRACTOR FOR PROPOSED DRY UTILITY WORK SHOWN
ON THIS SHEET. ALL WATER AND SEWER IMPROVEMENTS
W W W W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W W W W W
W W
W W
W W
W W
W
S V
C
6" ACP WATER
LINE BY RECORD
WATER LINE
BY RECORD
WATER LINE
BY RECORD
SS LINES BY
RECORD
6" ACP WATER
LINE BY RECORD
W W
W W
W W
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
2" MDPE GAS
LINE BY RECORD
2" MDPE GAS
LINE BY RECORD
SS CO AND LINE
BY RECORD
WATER METERS AND
LINES BY RECORD
R/W R/W R/W R/W R/W R/W R/W
R /W
R /W
R /W
R /W R
/W R
/W R
/W R
/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
CHRISTOPHER R STROUPE III
ADDRESS: 1107 RIVERBEND DR.
PIN: 5872840121
RACHEL ROBINSON
ADDRESS: 1097 RIVERBEND DR.
PIN: 5872748092
TIMOTHY W LOVE
ADDRESS: 1073 RIVERBEND DR.
PIN: 5872737964
RONDA M WILSON
ADDRESS: 1061 RIVERBEND DR.
PIN: 5872736834
MATCHLINE
STA. 22+50
MATCHLINE
STA. 18+00
SHRUB LINE
X
X
X X
48" VINYL FENCE
48" VINYL FENCE
30" C&G
30" C&G
24" RCP
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
BRICK
COLUMN
W/ LIGHT
BRICK
COLUMN
W/ LIGHT
CB
TOP=743.24'
INV IN(NE)=740.10'
INV IN(NW)=740.01'
INV OUT(SW)=739.99'
OTCB
TOP=744.03'
INV OUT(SE)='
OTCB
TOP=743.60'
INV IN(NE)=740.87'
INV IN(NW)=740.74'
INV OUT(SE)=740.66'
CB
TOP=743.64'
INV IN(NW)=740.68'
INV OUT(SW)=740.55'
12" RCP12" RCP
8" PVC
8" PVC15" HDPE18" RCP
" R
CP
18" RCP
24" RCP
8" PVC
CONC
DRIVE
CONC
DRIVE
ASPHALT
DRIVE
ASPHALT
DRIVE
ASPHALT
DRIVE
ASPHALT
DRIVE
CONC
CONC
CONCCONC
PAVERS
SSMH
TOP=745.92'
INV IN(NE)=740.31'
INV OUT(SW)=740.05'
RIVERBEND DR.
HOLLY CIRCLE
W W
SS CLEAN
OUT
EOI
EOI
EOI
EOI
EOI
INV=744.33'
TEST HOLE #6
TOP GAS ELEV: 745.76'
ZIRRUS - EXISTING FIBER
LINE TO REMAIN TO REMAIN
ZIRRUS - EXISTING PED
AND FIBER LINE TO
REMAIN
ZIRRUS - EXISTING ABANDONED
PED AND COPPER LINES TO REMAIN
ADJUSTMENT OF SANITARY SEWER RIM
TO BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
ADJUSTMENT OF SANITARY
SEWER RIM TO BE COMPLETED
BY CONTRACTOR. SEE PLAN
PROFILE SHEETS FOR DETAILED
INFORMATION.
ZIRRUS - EXISTING
ABANDONED PED TO REMAIN
ZIRRUS - EXISTING
PED TO REMAIN
PIEDMONT NATURAL GAS COMPANY -
EXISTING GAS LINE TO REMAIN AND BE
ADJUSTED AS NECESSARY DURING
CONSTRUCTION. CONTRACTOR TO
COORDINATE WITH UTILITY OWNER.ADJUSTMENT OF SANITARY SEWER
CLEANOUT TO BE COMPLETED BY
CONTRACTOR. SEE PLAN PROFILE
SHEETS FOR DETAILED INFORMATION.
ADJUSTMENT OF SANITARY SEWER
CLEANOUT TO BE COMPLETED BY
CONTRACTOR. SEE PLAN PROFILE
SHEETS FOR DETAILED INFORMATION.
DUKE ENERGY - EXISTING
LIGHT POLE TO REMAIN
PIEDMONT NATURAL GAS COMPANY - EXISTING GAS
LINE TO REMAIN AND BE ADJUSTED AS NECESSARY
DURING CONSTRUCTION. CONTRACTOR TO
COORDINATE WITH UTILITY OWNER.
DUKE ENERGY - EXISTING
UNDERGROUND POWER
LINE TO REMAIN
18+0019+0020+0021+00 22+00
17+5018+5019+50 20+50
21+5022+50
N
S E
W
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 18+00 - 22+50
UO-4
UTILITY OWNERS WITH CONFLICTS
AT THIS LOCATION
(A) SANITARY SEWER - TOWN OF BERMUDA RUN
P :\2
4\
5.
B er m ud a R un R iv er be nd
S id ew al k Fi na l D es ig n\
D ra w in gs
\P la n S he et s\ P
H A
S E
\2
.0
- P ha se
R iv er be nd _U til iti es B yO th er s.
dw g
-1
7-
4:
:5
P
M J
B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
E
LI
M
IN
A R
Y N
O T
R E
LE
A
S E
D F
O R
C O
N S
TR
U
C
TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
IV
E R
B E
N D
D R
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E
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ID
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A
LK
P
LA
N P
H A
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D A
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C O
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TY
, N
O R
TH
C
A R
O
LI
N A
TO
W
N O
F B
E R
M U
D A
R U
N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
NOTES
1. ALL UTILITIES SHALL MAINTAIN 18" MINIMUM CLEARANCE BENEATH PROPOSED DRAINAGE PIPES.
2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES AND DRAINAGE SHALL BE VERIFIED PRIOR TO RELOCATING OR
INSTALLING NEW UTILITIES.
3. UTILITY OWNERS RELOCATING EXISTING OR INSTALLING NEW UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING ANY
NECESSARY EASEMENTS, PERMITS, AND AUTHORIZATION.
NOTE:
ALL PROPOSED DRY UTILITY WORK SHOWN ON THIS SHEET
WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO
THE CONTRACTOR FOR PROPOSED DRY UTILITY WORK SHOWN
ON THIS SHEET. ALL WATER AND SEWER IMPROVEMENTS
R17' R21'
W W
W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
G G
G
G G
G G G G
G G
W W
W
W W
W
SVC
W W
W
W W
W
W W
W
6" ACP WATER
LINE BY RECORD
6" ACP WATER
LINE BY RECORD
WATER LINES / SS
LINE BY RECORD
WATER LINE
BY RECORD
2" MDPE GAS
LINE BY RECORD
WATER LINE
BY RECORD
GAS LINE BY
RECORD
SS LINE AND CO
BY RECORD
G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G
2" MDPE GAS
LINE BY RECORD
SS CO AND LINE
BY RECORD
SS LINE BY
RECORD
R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
RONDA M WILSON
ADDRESS: 1061 RIVERBEND DR.
PIN: 5872736834
RICHARD L FIELDS
ADDRESS: 1053 RIVERBEND DR.
PIN: 5872735735
JOHN H DARNELL
ADDRESS: 1035 RIVERBEND DR.
PIN: 5872733667
MATCHLINE
STA. 27+00
MATCHLINE
STA. 22+50
30" C&G
30" C&G30" C&G
30" C&G
30" C&G
30" C&G 30" C&G
30" C&G 24" RCP
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
CB
TOP=743.22'
INV OUT(NW)=740.56'
CB
TOP=744.19'
INV IN(NW)=740.71'
CB
TOP=743.18'
INV IN(SE)=739.62'
INV IN(N)=739.11'
INV IN(NE)=739.00'
INV OUT(SW)=738.95'
DI
TOP=744.25'
INV IN(NW)=742.51'
INV OUT(S)=740.44'
CB
TOP=742.76'
INV IN(NW)=740.57'
INV IN(SE)=739.80'
INV IN(NE)=739.60'
INV OUT(SW)=738.99'
DI
TOP=743.33'
INV OUT(SE)=741.31'
CB
TOP=742.79'
INV OUT(NW)=740.37'
CB
TOP=743.24'
INV IN(NE)=740.10'
INV IN(NW)=740.01'
INV OUT(SW)=739.99'
OTCB
TOP=744.03'
INV OUT(SE)='
CB
TOP=743.83'
INV IN(NW)=739.92'
INV IN(NE)=737.71'
INV OUT(SE)=737.69'
CB
TOP=744.42'
INV OUT(SE)=741.93'
18" RCP
" R
CP
15" RCP
8" PVC
24" RCP
" H
DP
E
24" RCP
8" PVC
15" RCP
DIR. ONLY
" H
DP
E
15" HDPE
" R
CP
DI
R.
O
NL
Y
8" PVC
CONC
DRIVE
ASPHALT
DRIVE
ASPHALT
DRIVE
ASPHALT
DRIVE
ASPHALTDRIVE
CONC
CONC
CONC
CONC
CONC
DRIVE
CONCCONC
CONC RIVERBEND DR.
OTCB
TOP=743.61'
INV IN(SW)=740.84'
INV IN(NE)=740.78'
INV IN(NW)=740.69
INV OUT(SE)=740.10'
DI
TOP=743.53'
INV OUT=741.64'
" R
CPSSMH
TOP=746.46'
INV IN(NE)=735.36'
INV OUT(SW)=735.30'
SSMH
TOP=745.28'
INV IN(NE)=736.03'
INV OUT(SW)=735.94'
SSMH
TOP=743.66'
INV IN(NE)=737.54'
INV OUT(SW)=737.45'
SSCO
SS
CO
ADJUSTMENT OF SANITARY SEWER RIM
TO BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
PIEDMONT NATURAL GAS COMPANY -
EXISTING GAS LINE TO REMAIN
ADJUSTMENT OF SANITARY SEWER
RIM TO BE COMPLETED BY
CONTRACTOR. SEE PLAN PROFILE
SHEETS FOR DETAILED INFORMATION.
ADJUSTMENT OF SANITARY
SEWER RIM TO BE COMPLETED
BY CONTRACTOR. SEE PLAN
PROFILE SHEETS FOR DETAILED
INFORMATION.
DUKE ENERGY - EXISTING
LIGHT POLE TO REMAIN
DUKE ENERGY - EXISTING
LIGHT POLE TO REMAIN
ZIRRUS - EXISTING
ABANDONED PED TO REMAIN
ZIRRUS - EXISTING
PED TO REMAIN
ZIRRUS - EXISTING
ABANDONED PED TO REMAIN
ZIRRUS - EXISTING
PED TO REMAIN
23+00 24+00
25+0026+00
27+00
22+5023+5024+5025+50 26+50
N
S E
W
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 22+50 - 27+00
UO-5
UTILITY OWNERS WITH CONFLICTS
AT THIS LOCATION
(A) SANITARY SEWER - TOWN OF BERMUDA RUN
(B) POWER - DUKE ENERGY
P :\2
4\
5.
B er m ud a R un R iv er be nd
S id ew al k Fi na l D es ig n\
D ra w in gs
\P la n S he et s\ P
H A
S E
\2
.0
- P ha se
R iv er be nd _U til iti es B yO th er s.
dw g
-1
7-
5:
:2
P
M J
B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
E
LI
M
IN
A R
Y N
O T
R E
LE
A
S E
D F
O R
C O
N S
TR
U
C
TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
IV
E R
B E
N D
D R
IV
E
S
ID
E W
A
LK
P
LA
N P
H A
S E
D A
V
IE
C O
U N
TY
, N
O R
TH
C
A R
O
LI
N A
TO
W
N O
F B
E R
M U
D A
R U
N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
NOTES
1. ALL UTILITIES SHALL MAINTAIN 18" MINIMUM CLEARANCE BENEATH PROPOSED DRAINAGE PIPES.
2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES AND DRAINAGE SHALL BE VERIFIED PRIOR TO RELOCATING OR
INSTALLING NEW UTILITIES.
3. UTILITY OWNERS RELOCATING EXISTING OR INSTALLING NEW UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING ANY
NECESSARY EASEMENTS, PERMITS, AND AUTHORIZATION.
NOTE:
ALL PROPOSED DRY UTILITY WORK SHOWN ON THIS SHEET
WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO
THE CONTRACTOR FOR PROPOSED DRY UTILITY WORK SHOWN
ON THIS SHEET. ALL WATER AND SEWER IMPROVEMENTS
2.5'
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W W
W W
W
W
W W
W W
W W
W
G G
G G
G G
G G
G
G G G G G G G G G G G G G G G
G G
G G
G G G G G G G G G
W W
W
S V
C
6" ACP WATER
LINE BY RECORD
2" MDPE GAS
LINE BY RECORD
2" MDPE GAS
LINE BY RECORD
WATER LINE
BY RECORD
WATER LINE
BY RECORD
W W
W
WATER LINE
BY RECORD
WATER METER
BY RECORD SS LINE AND CO
BY RECORDSS CO
BY RECORD
SS CO AND LINE
BY RECORD
SS LINE BY
RECORD
TELEPHONE LINE
AND PED BY RECORD
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W
R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W
R/W R/W
R/W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
JOHN H DARNELL
ADDRESS: 1035 RIVERBEND DR.
PIN: 5872733667JOHN IAN WARK
ADDRESS: 1025 RIVERBEND DR.
PIN: 5872732631
CARSON S JERNIGAN
ADDRESS: 991 RIVERBEND DR.
PIN: 5872730586
KENNETH B HEDRICK
ADDRESS: 985 RIVERBEND DR.
PIN: 5872639563
MA
TC
HL
IN
E
ST
A.
+5
MATCHLINE
STA. 27+00
30" C&G
30" C&G
SSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
8" PVC
6" PVC
8" PVC
8" PVC
8" PVC
15" RCP
CONC
DRIVE
ASPHALT
DRIVE
ASPHALT
DRIVE
ASPHALT
DRIVE
ASPHALT
DRIVE
FESCUE DR.
CONC
CONC
CONC
CONC
12" RCP
DIR. ONLY
SSMH
TOP=747.08'
INV IN(SW)=740.78'
INV OUT(NE)=740.74'
SSMH
TOP=752.46'
INV IN(SW)=734.55'
INV IN(NE)=734.47'
INV OUT(SE)=734.30'
INV=750.56'
RIVERBEND DR.
W W
W W
EOI
EOIEOI EOIEOI
EOI
EOI
EOI
SSCO
SS
CO
PIEDMONT NATURAL GAS
COMPANY - EXISTING
GAS LINE TO REMAIN
ZIRRUS - EXISTING PED AND
FIBER LINE TO REMAIN
ZIRRUS - EXISTING ABANDONED
PED AND COPPER LINES TO REMAIN
DUKE ENERGY - EXISTING
UNDERGROUND POWER
LINE TO BE ABANDONED
ZIRRUS - EXISTING
FIBER LINE TO REMAIN
ZIRRUS - EXISTING
COPPER LINES TO REMAIN
DUKE ENERGY - EXISTING
LIGHT POLE TO REMAIN
ZIRRUS - EXISTING
ABANDONED PED TO REMAIN
ZIRRUS - EXISTING
PED TO REMAIN
SPECTRUM - EXISTING COAX
LINE TO BE ABANDONED
SPECTRUM - NEW PED TO REPLACE
EXISTING PED WITHIN RIGHT OF WAY
SPECTRUM - NEW COAX LINE TO
BE INSTALLED AT APPROX. 5'
DEPTH WITHIN RIGHT OF WAY
27+00
28+00 29+00
30+0031+00
26+50
27+50
28+50
29+50 30+5031+50
DUKE ENERGY - INSTALL 697 LF
OF 2" ELECTRICAL CONDUIT
DUKE ENERGY - INSTALL 697 LF
OF 2" ELECTRICAL CONDUIT
N
S
E
W
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 27+00 - 31+50
UO-6
P :\2
4\
5.
B er m ud a R un R iv er be nd
S id ew al k Fi na l D es ig n\
D ra w in gs
\P la n S he et s\ P
H A
S E
\2
.0
- P ha se
R iv er be nd _U til iti es B yO th er s.
dw g
-1
7-
5:
:1
P
M J
B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
E
LI
M
IN
A R
Y N
O T
R E
LE
A
S E
D F
O R
C O
N S
TR
U
C
TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
IV
E R
B E
N D
D R
IV
E
S
ID
E W
A
LK
P
LA
N P
H A
S E
D A
V
IE
C O
U N
TY
, N
O R
TH
C
A R
O
LI
N A
TO
W
N O
F B
E R
M U
D A
R U
N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
UTILITY OWNERS WITH CONFLICTS
AT THIS LOCATION
(A) SANITARY SEWER - TOWN OF BERMUDA RUN
(B) POWER - DUKE ENERGY
NOTES
1. ALL UTILITIES SHALL MAINTAIN 18" MINIMUM CLEARANCE BENEATH PROPOSED DRAINAGE PIPES.
2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES AND DRAINAGE SHALL BE VERIFIED PRIOR TO RELOCATING OR
INSTALLING NEW UTILITIES.
3. UTILITY OWNERS RELOCATING EXISTING OR INSTALLING NEW UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING ANY
NECESSARY EASEMENTS, PERMITS, AND AUTHORIZATION.
NOTE:
ALL PROPOSED DRY UTILITY WORK SHOWN ON THIS SHEET
WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO
THE CONTRACTOR FOR PROPOSED DRY UTILITY WORK SHOWN
ON THIS SHEET. ALL WATER AND SEWER IMPROVEMENTS
6.0'
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W W
W W
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W6" ACP WATER
LINE BY RECORD WATER LINE
BY RECORD
SS FM BY
RECORD
SS CO AND LINE
BY RECORD
SS CO AND LINE
BY RECORDSS CO AND LINE
BY RECORD
R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
KENNETH B HEDRICK
ADDRESS: 985 RIVERBEND DR.
PIN: 5872639563
PAUL J TOMLINSON
ADDRESS: 975 RIVERBEND DR.
PIN: 5872638438
STUART L TEETER
ADDRESS: 967 RIVERBEND DR.
PIN: 5872637405
DONALD I LAMONDS
ADDRESS: 961 RIVERBEND DR.
PIN: 5872635480
ROBERT B GUIDE
ADDRESS: 951 RIVERBEND DR.
PIN: 5872634367
MA
TC
HL
IN
E
ST
A.
+5
MA
TC
HL
IN
E
ST
A.
+0
SIGN
SS SS
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SS SS SS SS SS SS SS SS SS
SS
8" PVC 8" PVC
8" PVC
BRICK COLUMN
W/LIGHT
DI
TOP=745.54'
INV IN(NW)=741.57'
INV=745.30'
" C
MP
15" RCP
4" PVC
DIR. ONLY
12" RCP
4" PVC
8" PVC
8" P
VC
DI
R.
O
NL
Y
15" HDPE
CONC
DRIVE
CONC
DRIVE
ASPHALT
DRIVE
RIVERBEND DR.
GR
DRIVE
SSMH
TOP=749.61'
INV IN(NW)=743.95'
INV OUT(NE)=743.07'
SSMH
TOP=749.80'
INV IN(SW)=742.19'
INV OUT(NE)=742.00'
SSMH
TOP=747.08'
INV IN(SW)=740.78'
INV OUT(NE)=740.74'
W
W W
W W
W W
EOI EOIEOI
EOI
EOI
EOI
EOIEOI
EOI
EOI
EOI
EOI
EOI
EOI
EOIEOI
EOI
EOI
EOI
ZIRRUS - EXISTING PED AND
FIBER LINE TO REMAIN
ZIRRUS - EXISTING ABANDONED
PED AND COPPER LINES TO REMAIN
ADJUSTMENT OF WATER METER TO
BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
PIEDMONT NATURAL GAS COMPANY -
EXISTING GAS LINE TO REMAIN
DUKE ENERGY - EXISTING
UNDERGROUND POWER
LINE TO BE ABANDONED
PIEDMONT NATURAL GAS COMPANY -
EXISTING GAS LINE TO REMAIN
ZIRRUS - EXISTING
FIBER LINE TO REMAIN
ZIRRUS - EXISTING PED
AND FIBER LINE TO REMAIN
PIEDMONT NATURAL GAS COMPANY -
EXISTING GAS LINE TO REMAIN
ZIRRUS - EXISTING ABANDONED PED
AND COPPER LINES TO REMAIN
ZIRRUS - EXISTING
FIBER LINE TO REMAIN
PIEDMONT NATURAL GAS COMPANY -
EXISTING GAS LINE TO REMAIN
ADJUSTMENT OF SANITARY
SEWER RIM TO BE COMPLETED
BY CONTRACTOR. SEE PLAN
PROFILE SHEETS FOR
DETAILED INFORMATION.
DUKE ENERGY - EXISTING
UNDERGROUND POWER
LINE TO REMAIN
ADJUSTMENT OF SANITARY SEWER RIM
TO BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
DUKE ENERGY - RELOCATE
15' LED LIGHT POLE
DUKE ENERGY - EXISTING
LIGHT POLE TO REMAIN
ZIRRUS - EXISTING ABANDONED
COPPER LINES TO REMAIN
32+00 33+0034+0035+00
36+00 31+5032+50
33+5034+50 35+50
DUKE ENERGY - INSTALL 697 LF OF
2" ELECTRICAL CONDUIT (CONT.)
N
S
E
W
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 31+50 - 36+00
UO-7
UTILITY OWNERS WITH CONFLICTS
AT THIS LOCATION
(A) SANITARY SEWER - TOWN OF BERMUDA RUN
(B) WATER - DAVIE COUNTY
(C) POWER - DUKE ENERGY
P :\2
4\
5.
B er m ud a R un R iv er be nd
S id ew al k Fi na l D es ig n\
D ra w in gs
\P la n S he et s\ P
H A
S E
\2
.0
- P ha se
R iv er be nd _U til iti es B yO th er s.
dw g
-1
7-
5:
:2
P
M J
B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
E
LI
M
IN
A R
Y N
O T
R E
LE
A
S E
D F
O R
C O
N S
TR
U
C
TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
IV
E R
B E
N D
D R
IV
E
S
ID
E W
A
LK
P
LA
N P
H A
S E
D A
V
IE
C O
U N
TY
, N
O R
TH
C
A R
O
LI
N A
TO
W
N O
F B
E R
M U
D A
R U
N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
NOTES
1. ALL UTILITIES SHALL MAINTAIN 18" MINIMUM CLEARANCE BENEATH PROPOSED DRAINAGE PIPES.
2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES AND DRAINAGE SHALL BE VERIFIED PRIOR TO RELOCATING OR
INSTALLING NEW UTILITIES.
3. UTILITY OWNERS RELOCATING EXISTING OR INSTALLING NEW UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING ANY
NECESSARY EASEMENTS, PERMITS, AND AUTHORIZATION.
NOTE:
ALL PROPOSED DRY UTILITY WORK SHOWN ON THIS SHEET
WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO
THE CONTRACTOR FOR PROPOSED DRY UTILITY WORK SHOWN
ON THIS SHEET. ALL WATER AND SEWER IMPROVEMENTS
6.0'
5.0'
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
WWWW
G
G
G G
G G
G
W W
W W
W
W
W
6" ACP WATER
LINE BY RECORD
SS FM BY
RECORD
WATER LINES
BY RECORD
SS FM BY
RECORD
SS FM BY
RECORD
SS FM BY
RECORD
2" MDPE GAS
LINE BY RECORD
SS FM BY
RECORD
6" ACP WATER
LINE BY RECORD W
W
WATER LINE
BY RECORD
G
G
G
G
G
G
G
G G
G G
G G
G G
GGGG
2" MDPE GAS
LINE BY RECORD
WATER LINE
BY RECORD
WATER LINE
BY RECORD
R/W
R/WR/WR/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W
R/W
R/WR/WR/WR/W
ROBERT B GUIDE
ADDRESS: 951 RIVERBEND DR.
PIN: 5872634367
BRIAN MCCUISTON
ADDRESS: 941 RIVERBEND DR.
PIN: 5872634367
MARTHA W BARNETT
ADDRESS: 964 RIVERBEND DR.
PIN: 5872633003
ALVIN RAY SPAIN
ADDRESS: 930 RIVERBEND DR.
PIN: 5872630073
MA
TC
HL
IN
E
ST
A.
+5
MA
TC
HL
IN
E
ST
A.
+0
SIGN
SS
SS
BRICK COLUMN
W/LIGHT
BRICK COLUMN
W/LIGHT
DI
TOP=743.39'
INV IN(NW)=735.79'
INV OUT(SE)=735.14'
INV=737.10'
DI
TOP=745.56'
INV OUT(NW)=744.94'
INV=744.26'
SHRUB
LINE
8" P
VC
DI
R.
O
NL
Y
15" HDPE
4" PVC
" C
MP
" C
MP
DI
R.
O
NL
Y
CONC
DRIVE
CONC
DRIVE
CONC
DRIVE
CONC
DRIVE
PAVERS
15" HDPE
DIR. ONLY
SSMH
TOP=749.61'
INV IN(NW)=743.95'
INV OUT(NE)=743.07'
RIVERBEND DR.
SSMH
AIR RELEASE
TOP=748.29'
AIR RELEASE HH
AIR RELEASE
VALVE
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
ADJUSTMENT OF SANITARY
SEWER RIM TO BE COMPLETED
BY CONTRACTOR. SEE PLAN
PROFILE SHEETS FOR
DETAILED INFORMATION.
ZIRRUS - EXISTING
FIBER LINE TO REMAIN
ZIRRUS - EXISTING PED
AND FIBER LINE TO REMAIN
ZIRRUS - EXISTING ABANDONED
COPPER LINES TO REMAIN
PIEDMONT NATURAL GAS COMPANY -
EXISTING GAS LINE TO REMAIN
PIEDMONT NATURAL GAS COMPANY -
EXISTING GAS LINE TO REMAIN
DUKE ENERGY - EXISTING
UNDERGROUND POWER
LINE TO REMAIN
DUKE ENERGY - EXISTING
LIGHT POLE TO REMAIN
ZIRRUS - EXISTING ABANDONED PED
AND COPPER LINES TO REMAIN
ADJUSTMENT OF WATER METER TO BE
COMPLETED BY CONTRACTOR. SEE
PLAN PROFILE SHEETS FOR DETAILED
INFORMATION.
36+00
37+00
+0
39+00
40+00
41+00
36+50
37+50
38+50
39+50
40+50
ADJUSTMENT OF WATER VALVE TO
BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
N
S
E
W
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 36+00 - 40+50
UO-8
UTILITY OWNERS WITH CONFLICTS
AT THIS LOCATION
(A) SANITARY SEWER - TOWN OF BERMUDA RUN
(B) WATER - DAVIE COUNTY
P :\2
4\
5.
B er m ud a R un R iv er be nd
S id ew al k Fi na l D es ig n\
D ra w in gs
\P la n S he et s\ P
H A
S E
\2
.0
- P ha se
R iv er be nd _U til iti es B yO th er s.
dw g
-1
7-
4:
:1
P
M J
B og ge ss
REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
E
LI
M
IN
A R
Y N
O T
R E
LE
A
S E
D F
O R
C O
N S
TR
U
C
TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
IV
E R
B E
N D
D R
IV
E
S
ID
E W
A
LK
P
LA
N P
H A
S E
D A
V
IE
C O
U N
TY
, N
O R
TH
C
A R
O
LI
N A
TO
W
N O
F B
E R
M U
D A
R U
N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
NOTES
1. ALL UTILITIES SHALL MAINTAIN 18" MINIMUM CLEARANCE BENEATH PROPOSED DRAINAGE PIPES.
2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES AND DRAINAGE SHALL BE VERIFIED PRIOR TO RELOCATING OR
INSTALLING NEW UTILITIES.
3. UTILITY OWNERS RELOCATING EXISTING OR INSTALLING NEW UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING ANY
NECESSARY EASEMENTS, PERMITS, AND AUTHORIZATION.
NOTE:
ALL PROPOSED DRY UTILITY WORK SHOWN ON THIS SHEET
WILL BE DONE BY OTHERS. NO PAYMENT WILL BE MADE TO
THE CONTRACTOR FOR PROPOSED DRY UTILITY WORK SHOWN
ON THIS SHEET. ALL WATER AND SEWER IMPROVEMENTS
5.0
5.0
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS LINE BY
RECORD
SS MH BY
RECORD
SS MH BY
RECORD
6" ACP WATER
LINE BY RECORD
WATER LINE
BY RECORD
WATER LINE
BY RECORD
WATER LINE
BY RECORD
WATER LINE
BY RECORD
6" ACP WATER
LINE BY RECORD
6" ACP WATER
LINE BY RECORD
WAT
ER
M
ET
ER
S A
ND
LIN
ES
BY
RE
CO
RD
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G
G G G G G G
G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
2" MDPE GAS
LINE BY RECORD
W
W
W
W
W
W
W
W
W
W
WATER VALVE
BY RECORD
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R/W R/W R/W R/W
R/W
R/W
R/W
R/W
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R/W R/W
R/W R/W R/W R/W R/W
R/W R/W
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ALVIN RAY SPAIN
ADDRESS: 930 RIVERBEND DR.
PIN: 5872630073
LYNN PITSON
ADDRESS: 912 RIVERBEND DR.
PIN: 5872620878
34'POWER LINE R/W
MATC
HLIN
E
STA
. 45
+00
MATCHLINE
STA. 40+50
SIGN
LSA
LSA
CONC
DRIVE
7.5" BRK
WALL
7.5" BRK
WALL
SHRUB
LINE
12" RCP
ASPHALT
DRIVE
ASPHALT
DRIVE
CONC
RIVERBEND DR.
19.5' W
IDTH BST
BRICK
BR
ICK
12" RCP
INV=762.50'
6" BRICK WALL
INV
=7
.85
RIVERBEND DR.
DUKE ENERGY
OVERHEAD
UTILITY POLE
SS CO
ADJUSTMENT OF WATER METER TO
BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
DUKE ENERGY - EXISTING
LIGHT POLE TO REMAIN
RE
LO
CA
TIO
N O F F
IRE
HY
DR
AN
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BE
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RO
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41+00
42+00
43+00
44+00
45+00
40+50
41+50
42+50
43+50
44+50
45+50
ADJUSTMENT OF WATER VALVE TO
BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
ADJUSTMENT OF WATER VALVE TO
BE COMPLETED BY CONTRACTOR.
SEE PLAN PROFILE SHEETS FOR
DETAILED INFORMATION.
N
S
E
W
SCALE 1" = 4010 20 20' 0
RIVERBEND DR.
STA 40+50 - 45+00
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REVISIONS
DATE:
COMMENTDATE
WETHERILL
ENGINEERING
THESE DRAWINGS SHALL REMAIN THE PROPERTY OF
WETHERILL ENGINEERING. THEY MAY NOT BE
RE-USED FOR ANY PURPOSE WITHOUT WRITTEN
PERMISSION OF WETHERILL ENGINEERING. WETHERILL
ENGINEERING SHALL RETAIN FULL PROTECTION
UNDER UNITED STATES COPYRIGHT LAW.
P R
E
LI
M
IN
A R
Y N
O T
R E
LE
A
S E
D F
O R
C O
N S
TR
U
C
TI
O N
1223 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA, 27606
PHONE: 919-851-8077
LICENSE No. F-0377
WETHERILLENG.COM
TRANSPORTATION PLANNING/DESIGN -
BRIDGE/STRUCTURE DESIGN - CIVIL/SITE DESIGN
- GIS/GPS - SURVEYING -
CONSTRUCTION OBSERVATION
24315.01
07.14.2026
R
IV
E R
B E
N D
D R
IV
E
S
ID
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W
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F B
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D A
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N , N
C
PRELIMINARY
01/29/2026 TOWN OF BERMUDA RUN REVIEW
06/12/2026 NCDEQ E&SC REVIEW
07/14/2026 BID SET
UTILITY OWNERS WITH CONFLICTS
AT THIS LOCATION
(A) WATER - DAVIE COUNTY
NOTES
1. ALL UTILITIES…
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