1374744dwg09of27_Vol1-Sht 102-123.pdf
PDF 20 MB Posted
- Solicitation number
- N4008519R9146
About this file
This document provides details of a federal solicitation for construction services. The solicitation is number N4008519R9146 issued by the Department of the Navy Naval Facilities Engineering Command for a firm-fixed price design-bid-build construction contract. The project involves road improvements to Birch Street and Birch Street North at Marine Corps Base Camp Lejeune in North Carolina. Interested offerors should review the solicitation for additional requirement details such as response dates, pricing terms, and any applicable set-asides. The scope of work involves construction services for improvements to Birch Street Road and Birch Street North.
View the file
Other files
Show all 45
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SF
A4
SILT FENCE
NOT TO SCALE
RR
A1
RIP-RAP ARMORED SLOPE
NOT TO SCALE
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
CC505
+56.68
16.36 RT
+19.45
18.72 RT
+99.98
21.74 RT +67.28
24.25 RT
+80.40
24.74 RT
+60.66
26.00 LT
+15.42
9.18 LT
+19.31
22.71 RT
+99.86
25.73 RT
+80.72
42.27 RT
+42.12
47.78 RT
+19.06
65.50 LT
CURVE 1
Δ=017°48'48.45"
R=1700.00'
L=528.54'
T=266.42' e=NC
DESIGN SPEED=40 MPH
C U
R V
E
CROSS STREET
+54.75
12.54 RT
+54.75
9.58 RT
R40.0'
R25.0'
R2.0'
R2.0'
R25.0'
EX. DITCH ℄
31'±
EX. DITCH ℄
+05.17
DRIVE LT
+92.30
DRIVE RT
+34.55
DRIVE RT
STA. 203+54.75
BEGIN PROJECT
BEGIN OVERLAY
BEGIN WIDENING
BEGIN PROFILE
ADJUSTMENT
20'±
20'±
EX. TREELINE
R1718.4'
87°52'36"
87°19'43"
203+00 204+00 205+00
206+00
N70° 36' 51.16"E
+43.33
59.51 RT
R
C P
B L D
G
D R
I V
E
H P
D R
I V
E
H P
D R
I V
E
91°43'53"
P C
F
F
F
F
F
F
F F F F
F
F
F
F
F
F
F
F
F
F
F F
C
C C C C
C
C
F F
F
F
F
F
F
CUT AND FILL
TRANSITION
+13.60
26.50 LT
+54.75
10.89 RT
+87.67
65.01 LT
+13.96
0.00 LT
PROJECT C20-0017 MAY BE UNDER
CONSTRUCTION SIMULTANEOUSLY.
CONTRACTOR SHALL COORDINATE
CONSTRUCTION PHASING WITH CONTRACTOR
FOR PROJECT C20-0017.
8'
8'
PROPOSED
CROWN
0.5'
+59.68
21.65 RT
+60.00
23.05 RT
+02.04
22.07 RT
4.0'
11.0'
GREU TL-2
GREU TL-2
+33.70
38.01 LT
+80.56
35.52 RT
+32.37
34.00 RT
+47.37
38.00 LT
+89.22
83.47 RT
+48.99
82.66 RT
+14.55
34.00 RT
+14.55
2.00 RT
+14.55
6.00 RT
+14.55
50.00 LT
M C
H U
G H
B
L V
D
B
IR
C H
S T
R E
E T
CURVE 1
Δ=017°48'48.45"
R=1700.00'
L=528.54'
T=266.42' e=NC
DESIGN SPEED= 40 MPH
CURVE 1
CURVE 2
Δ=064°56'04.86"
R=380.00'
L=430.66'
T=241.78 e=6%
DESIGN SPEED= 25 MPH'
CURVE 2
+41.54
34.03 RT
+65.62
60.88 RT
+85.64
57.97 RT
+10.65
34.05 RT
R25.0'
R25.0'
R2.0'
+82.13
DRIVE RT
83°23'20"
ADJUST TO
GRADE
ADJUST TO
GRADE
CROSS STREET
SPECIAL DITCH 1
SEE SHEET C-004 AND
CP200 FOR DETAILS
SPECIAL DITCH 2
SEE SHEET C-004 AND
CP200 FOR DETAILS
208+
209+00
210+00
211+00
212+00
+02.31
57.86 RT
+63.96
76.86 RT
+05.52
72.29 RT
SPECIAL DITCH 3
SEE SHEET C-004
AND CP200 FOR
DETAILS
+45.10
64.21 LT
+84.93
71.02 LT
+73.56
63.17 LT
+07.52
1.67 RT
+07.50
5.25 RT
+81.24
66.66 LT
+74.66
60.29 LT
PROPOSED TRAIL
PROPOSED
CROWN
15"RCP
"R
C P
R
C
P
R
C
P
R
C
P
B L D
G
D R
I V
E
BIRCH ST. STA. 211+16.19=
MCHUGH BLVD. STA. 415+50.73
P T
P C
F
F
F
F
F
F F
F
F F
C
C C
C
C
C
C
C
C
C
C
C
F
F F
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
88°27'49"
CUT AND FILL
TRANSITION
CUT AND FILL
TRANSITION
CUT AND FILL
TRANSITION
S
E
N 52°
48' 0 2.7
1"E
+55.17
12.00 LT
7'
8'
R1692.8'
10.0'
16.6' 32.7'
7.8'
11.0'
+34.19
12.01 LT
34.8'
8.0'
M c
H
U
G
H
C
P
C
P
C
P
C
P
W
A
L
L
A
C
E
R
E
E
K
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
SCALE: 1" = 20'
C1
ROADWAY PLAN - BIRCH STREET STA. 202+50 TO 207+50
PLAN
NORTH
A1
ROADWAY PLAN - BIRCH STREET STA. 207+50 TO 212+50
PLAN
NORTH
PLAN
NORTH
FEET
0 20 40
SCALE: 1" = 20'
FEET
0 20 40
WORK NOTES
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
1. SEE SHEET C-001 AND C-002 FOR CIVIL NOTES
AND LEGEND.
2. SEE SHEET CP200, CP211, AND CP212 FOR
ROADWAY PROFILES.
3. SEE SHEET CM100 FOR PAVEMENT MARKING
AND SIGNING.
4. SEE SHEET CD100 FOR DEMOLITION AND
REMOVAL ITEMS.
5. SEE SHEET CC100 FOR EROSION AND
SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ100 TO CZ109 FOR SIGNAL
PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR STORM
DRAINAGE STRUCTURE SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR SURVEY
CONTROL AND BASELINE GEOMETRY.
9. SEE SHEET CP701 FOR INTERSECTION DETAIL.
10. SEE SHEET CP400 FOR DRIVEWAY PROFILES.
1" = 20'
1" = 20'
PROP.STREET LIGHT
(SEE GENERAL NOTES)
CP100
+18.00
38.00 LT
+79.54
34.00 RT
+98.97
34.00 RT
+14.55
34.00 RT
+40.56
36.25 RT
+72.64
52.19 RT
+88.98
69.24 RT
+14.55
2.00 RT
+14.55
6.00 RT
+80.10
6.00 RT
+11.42
2.75 RT
+22.89
39.38 RT
+07.22
48.82 RT
+45.21
43.96 RT
+46.30
15.98 RT
+06.21
18.23 RT
+66.74
5.96 RT
+64.52
1.97 RT
+43.91
0.96 RT
+14.55
50.00 LT
+18.00
50.00 LT
+11.36
5.55 LT
+97.84
24.45 LT
+45.21
27.01 LT
B
I
R
S
T
R
E
E
T
B
I
R
R
E
E
T
C
U
R
V
CURVE 2
Δ=064°56'04.86"
R=380.00
L=430.66
T=241.78 e=6%
DESIGN SPEED= 25 MPH
C
U
R
+20.89
38.00 LT
+48.51
DRIVE RT
55°47'51"
B
I
R
R
E
E
T
215+00
P
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
R
C P
R
C P
R
C P
R
C
P
R
C P
S
E
SPECIAL DITCH 4
SEE SHEET C-004 AND
CP201 FOR DETAILS
SPECIAL DITCH 3
SEE SHEET C-004
AND CP201 FOR
DETAILS
+11.28
6.46 RT
+59.28
6.79 RT
B
L
D
G
H
P
D
R
I
V
E
END KEY IN ISLAND
START LANDSCAPE ISLAND
E
N
D
A
N
D
S
C
A
P
I
L
A
N
D
S
T
A
K
Y
L
A
N
D
SEE SUPERELEVATION
DETAIL ON SHEET CP201
SEE SUPERELEVATION
DETAIL ON SHEET CP201
+17.49
93.94 RT
+39.79
76.70 RT
CUT AND FILL
TRANSITION
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
CC
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
C
C
C
+69.33
22.66 RT
VALLEY
GUTTER
R36.5'
R6.5'
R384.1'
R368.7'
+49.42
34.54 LT
+55.81
34.60 LT
+59.11
1.02 RT
+52.06
1.01 RT
+76.49
26.37 LT
+81.27
26.08 LT
+85.08
2.93 LT
+79.92
3.19 LT
MODIFIED
2'-6" CURB &
GUTTER
A2
C-003
C1
CP501
+66.74
5.96 RT
+66.34
2.00 RT
+06.21
50.00 RT
+51.28
50.00 RT
+86.28
84.97 RT
+58.17
50.00 RT
+24.28
84.93 RT
+91.87
14.00 RT
+91.87
22.00 RT
+97.62
26.00 LT
+86.29
97.35 RT
+24.29
97.32 RT
BIRCH STREET
CURVE 3
Δ=049°54'16.97"
R=1200.00
L=1045.20
T=558.35 e=NC
DESIGN SPEED= 40 MPH
C U
R V
E
BIRCH STREET
218+00 219+00 220+00 221+00
222+00
P C
PT: 901+53.52
W A
L L A
C E
C R
E E
K
R
D
BIRCH ST. 220+98.04 =
WALLACE CREEK RD.
SOUTH STA. 902+46.26
BIRCH ST. 221+06.19 =
WALLACE CREEK RD. STA. 500+00
S62° 15' 52.44"E
SPECIAL DITCH 5
SEE SHEET CP201 AND
C-005 FOR DETAILS
SPECIAL DITCH 4
SEE SHEET CP201 AND
C-005 FOR DETAILS
R35.0'
R35.0'
R3.3'
R50.0'
+58.87
2.67 RT
+59.28
6.79 RT
SEE SUPERELEVATION
DETAIL ON SHEET CP201
END LANDSCAPE ISLAND
START KEY IN ISLAND
+99.92
23.96 RT
CUT AND FILL
TRANSITION
W A
L L
A C
E
C R
E E
K
R
D
CUT AND FILL
TRANSITION
F
F
F
F
F F F F
F F F F F F F
F F F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
C
C
C
C
C
C
+52.43
22.60 RT
+69.33
22.66 RT
+53.45
24.09 RT
+97.49
23.24 RT
+51.86
22.51 RT
+86.88
22.38 RT
EX. POLE TO BE
RELOCATED
M c
H
U
G
H
CP100
C
P
C
P
C
P
W
A
L
L
A
E
E
K
C
P
C
P
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
1" = 20'
C1
ROADWAY PLAN - BIRCH STREET STA. 212+50 TO 217+50
PLAN
NORTH
1" = 20'
A1
ROADWAY PLAN - BIRCH STREET STA. 217+50 TO 222+50
PLAN
NORTH
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP201 FOR ROADWAY
PROFILE.
3. SEE SHEET CM101 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD101 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC101 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ200 TO CZ204 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
9. SEE SHEET CP702 FOR INTERSECTION
DETAIL.
10. SEE SHEET CP401 FOR DRIVEWAY
PROFILES.
SCALE: 1" = 20'
SCALE: 1" = 20'
40200
FEET
FEET
40200
WORK NOTES
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP.STREET LIGHT
(SEE GENERAL NOTES)
CP101
+38.74
50.00 RT
+17.14
14.00 RT
+38.74
22.00 RT
+88.24
8.15 RT
+17.05
2.00 RT
+32.72
2.00 RT
+32.80
6.50 RT
+65.24
13.82 RT
+66.71
17.24 RT
+76.59
2.57 RT
+77.98
2.00 RT
+11.08
43.59 RT
+61.44
66.57 RT
+64.30
41.58 RT
+16.16
47.40 RT
+03.28
40.11 RT
+46.11
58.31 RT
+59.72
37.96 RT
+45.90
53.57 RT
+94.91
36.63 RT
+09.81
50.89 RT
+36.59
44.77 RT
+34.23
41.44 RT
+42.96
34.81 RT
+25.78
56.55 RT
+28.89
81.92 RT
B
I R
R
E
E
T
C
U
R
U
R
E
L
O
C
A
T
E
RELOCATE
+31.25
DRIVE RT
+20.16
DRIVE RT
RETAIN
ADJUST TO
GRADE
+50.40
56.99 RT
226+00
227+00
R
C
P
R
C
P
18"RCP
R
C P
"R
C P
R
C
P
R
C P
R
C
P
R
C P
"R
C P
R
C P
"R
C P
+39.86
56.31 LT +65.67
56.12 LT
+99.94
26.06 LT
+99.76
25.44 LT
+08.12
25.51 LT
R30.0
F
F F F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F F F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
+75.00
55.00 RT
+53.68
DRIVE LT
B L D
G
D R
I V
E
B L D
G
D R
I V
E
B L D
G
D R
I V
E
82°48'40"
86°29'17"
88°3'48"
+74.82
6.70 RT
+75.59
10.77 RT
END LANDSCAPE ISLAND
START KEY IN ISLAND
END LANDSCAPE ISLAND
START KEY IN ISLAND
+24.12
2.75 RT
+24.20
6.75 RT
P
A
R
K
I N
G
L O
I V
E
90°42'50"
SPECIAL DITCH 5
SEE SHEET CP201 AND
C-005 FOR DETAILS
+28.85
DRIVE RT
ADJUST RIM
TO SURFACE
+10.45
59.46 RT
R4.5
R17.0
R12.0
R17.0
R17.0
R17.0
R17.0
R12.0
R31.5
+62.83
75.79 RT
TIE INTO EX.
GUARDRAIL
GREU TL-2
GREU TL-2
GREU TL-2
DRIVEWAY
DROP INLET
DRIVEWAY
DROP INLET
DRIVEWAY
DROP INLET
EX. STRUCTURE 2I
B
I
R
C
H
C
P
C
P
C
P
W
A
L
L
A
E
E
K
C
P
C
P
34.81 RT
BIR
CH S
TREET
CURVE 3
ADJUST TO
GRADE
STA. 230+14.25
END WIDENING
END PROFILE CORRECTION
MATCH EX. GROUND
230+00
P
T
E X
E X
R
C
P
R
C P
R
C
P
R
C
P
F F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
C
C C
C
C
C
C
F F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
C
C C
C
C
C
C
+09.78
DRIVE RT
+95.06
DRIVE RT
+09.70
DRIVE RT
B
L
D
G
D
R
I V
E
P
A
R
K
I N
G
L
I V
E
P A
R K
I N
G
L O
T
D
R I V
E
87°51'56"
83°59'7"
90°0'0"
+63.76
2.00 RT
+63.84
6.00 RT
+24.20
6.75 RT
+66.57
23.83 RT
+93.51
45.96 RT
+20.20
45.58 RT
+98.55
41.66 RT
+83.53
46.44 RT
+88.57
25.68 RT
N
E
R15.0 R15.0
R12.0
R15.0
+97.97
47.87 RT
+93.50
46.96 RT
+18.01
48.72 RT
DRIVEWAY
DROP INLET
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
1" = 20'
C1
ROADWAY PLAN - BIRCH STREET STA. 222+50 TO 227+50
PLAN
NORTH
1" = 20'
A1
ROADWAY PLAN - BIRCH STREET STA. 227+50 TO 232+50
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP202 FOR ROADWAY
PROFILE.
3. SEE SHEET CM102 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD102 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC102 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
7. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
8. SEE SHEETS CP401 AND CP402 FOR
DRIVEWAY PROFILES.
WORK NOTES
SCALE: 1" = 20'
FEET
0 20 40
SCALE: 1" = 20'
FEET
0 20 40
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHT
(SEE GENERAL NOTES)
CP102
CURVE 4
Δ=021°44'26.30"
R=1000.00
L=379.45
T=192.03 e=NC
DESIGN SPEED= 40 MPH
CURVE 4
B
IR
C H
S
TR
E E
T
233+00
234+00
235+00
236+00
P C
E X
E X
N 67°
49' 5 0.5
9"E
NO SURVEY
PROVIDED
BIRCH STREET
CURVE 4
Δ=021°44'26.30"
R=1000.00
L=379.45
T=192.03 e=NC
DESIGN SPEED= 40 MPH
CURVE 4
+82.40
DRIVE LT
+81.41
DRIVE LT
239+00
240+00
241+00
242+00
P T
E X
E X
N89° 34' 16.89"E
B L D
G
W
C
D R
I V
E
B L D
G
W
C
D R
I V
E
90°0'0"
90°0'0"
NO SURVEY
PROVIDED
B
E
A
V
E
R
B
I
R
C
H
S
T
R
E
E
T
B E A R
C
P
C
P
H
E
A
D
W
A
L
L
A
E
E
K
C
P
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
PLAN
NORTH
1" = 20'
C1
ROADWAY PLAN - BIRCH STREET STA. 232+50 TO 237+50
PLAN
NORTH
1" = 20'
A1
ROADWAY PLAN - BIRCH STREET STA. 237+50 TO 242+50
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP203 FOR ROADWAY
PROFILE.
3. SEE SHEET CM103 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD103 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC103 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
7. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
WORK NOTES
SCALE: 1" = 20'
FEET
0 20 40
SCALE: 1" = 20'
0 20 40
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
FEET
PROP. STREET LIGHT
(SEE GENERAL NOTES)
CP103
CURVE 5
Δ=001°39'17.03"
R=5000.00
L=144.40
T=72.21 e=NC
DESIGN SPEED= 40 MPH
CURVE 5
243+00 244+00 245+00 246+00
247+00
P C
P T
E X
E X
N87° 5 4' 59.86"E
N89° 34' 16.89"E
STA. 246+95.40
BEGIN PROFILE
ADJUSTMENT
MATCH EX.
C
C
C
F
F
F
+89.19
DRIVE LT
P A
R K
I N
G
L O
T
D
R I V
E
90°0'0"
NO SURVEY
PROVIDED
+10.11
65.16 LT
+51.52
28.11 LT
+89.87
29.54 LT
BIRCH STREET
CURVE 6
Δ=050°23'49.21"
R=1160.00
L=1020.33
T=545.82 e=RC
DESIGN SPEED=40MPH
CURVE 6
R38.0'
STA. 251+10.00
BEGIN WIDENING
248+00
249+00
250+00
251+00
252+00
P C
N87° 54' 59.86"E
C C
C
C C C C C C C
C
C
C
C C
C
C
C C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F F
F
P A
R A
C H
U T
E
T O
W E
R
R
O A
D
18"R
CP
90°59'18"
BIRCH ST. STA. 250+98.87=
PARACHUTE TOWER RD.
SPECIAL DITCH 11
SEE SHEET CP-204
FOR DETAILS
SPECIAL DITCH 12
SEE SHEET CP-204
FOR DETAILS
+72.38
38.01 LT
+78.09
45.31 LT
+14.06
46.54 LT
+18.72
39.70 LT
B
E
A
V
E
R
D
A
M
B
I
R
C
H
S
T
R
E
E
T
B E A R
C
R
E
E
K
C
P
C
P
H
E
A
D
C
P
4 N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
PLAN
NORTH
1" = 20'
C1
ROADWAY PLAN - BIRCH STREET STA. 242+50 TO 247+50
1" = 20'
A1
ROADWAY PLAN - BIRCH STREET STA. 247+50 TO 252+50
PLAN
NORTH
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP204 FOR ROADWAY
PROFILE.
3. SEE SHEET CM104 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD104 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC104 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
7. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
8. SEE SHEET CP402 FOR DRIVEWAY
PROFILE.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
WORK NOTES
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHT
(SEE GENERAL NOTES)
CP104
F
F
F
C
C
C
C
F
F
F
F
F
F
F F
F
F
F F
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F F F
F
F F F
F
F
F
F
F
BIR
CH S
TREET
CURVE 6
Δ=050°23'49.21"
R=1160.00
L=1020.33
T=545.82 e=RC
DESIGN SPEED= 40 MPH
C
U
R
R1193.5'
R1122.0'
R50.0'
BIRCH ST. STA. 256+46.49=
SERVICE RD. STA. 600+00.00
R50.0'
R4.0'
E X
E X
R
C P
R35.0'
STA. 255+38.86
END OVERLAY
BEGIN FULL DEPTH
REPLACEMENT
255+00
109°4 '40"
BIRCH ST. STA. 256+73.15=
EXCHANGE DRIVEWAY
STA. 1003+07.87
63°1 8'42"
+95.79
32.30 RT
R50.0'SPECIAL DITCH 12
SEE SHEET CP-204
FOR DETAILS
MATCH EX.
+38.87
38.00 RT
+84.88
62.53 RT
+55.90
69.36 RT
+63.72
58.23 RT
+95.59
38.00 RT
+13.02
38.00 RT
+41.47
95.00 RT
+22.70
10.00 RT
+22.68
2.00 RT
+99.92
39.00 LT
+27.74
48.61 LT
+44.18
72.92 LT
+94.11
91.88 LT
+14.47
49.25 LT
+56.66
106.38 LT
+41.36
48.68 LT
+41.35
56.68 LT
E
X
C
H
A
N
G
E
D
R
I
V
E
P
CUT AND FILL
TRANSITION
CUT AND FILL
TRANSITION
CUT AND FILL
TRANSITION
R33.5'
R50.0'
E X
E
X
+66.39
42.89 RT
+38.87
34.33 RT
+54.40
31.08 RT
+27.44
29.92 RT
+33.12
35.13 RT
+38.87
37.23 RT
S
E
R
V
I
A
D
D
A
M
N
E
W
S
E
R
V
I
C
E
R
O
A
D
C
R
E
E
K
C
P
C
P
C
P
C
P
C
P
C
P
C
S
C
G
C
S
C
G
C
S
C
G
C
P
C
S
C
G
F
F
F
F
F
F
F
F
F
F
F
F F F F F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
BIR
CH S
TREET
CURVE 6
Δ=050°23'49.21"
R=1160.00
L=1020.33
T=545.82 e=RC
DESIGN SPEED= 40 MPH
C U
R V
E
97°18'34"
R25.0'
R25.0'
R
C
P
R
C
P
15"RCP
R
C
P
R
C
P
R
C P
R
C P
R
C
P
R
C
P
+38.42
0.00 LT
260+00
P
T
7B
L D
G
D
R
I V
E
+13.02
38.00 RT
+22.70
10.00 RT
+95.46
44.50 LT
+42.86
2.67 RT
+42.86
10.33 LT
R1204.5'
R1197.0'
R1157.3'
R1150.0'
R1122.0'
R1197.0'
R1170.3'
+05.20
39.50 LT
+19.37
44.50 LT
+25.80
52.50 LT
+58.67
52.50 LT
+65.10
44.50 LT
+79.27
39.00 LT
+11.17
39.00 LT
+32.27
4.00 LT
+30.95
10.31 RT
+72.76
38.00 RT
+72.76
50.00 RT
+11.17
50.00 RT
FOR 50'
STRAIGHT
END OF LANDSCAPE ISLAND
START KEY IN ISLAND
S
E
PROP. 2" RGS
CONDUIT FOR STREET
LIGHTING
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - BIRCH STREET STA. 252+50 TO 257+50
A1
ROADWAY PLAN - BIRCH STREET STA. 257+50 TO 262+50
PLAN
NORTH
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP205 AND CP215 FOR
ROADWAY PROFILE.
3. SEE SHEET CM105 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD105 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC105 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ300 TO CZ309 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
9. SEE SHEET CP403 FOR DRIVEWAY
PROFILE.
10. SEE SHEET CP703 FOR
INTERSECTION DETAIL.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
WORK NOTES
1" = 20'
1" = 20'
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHT
(SEE GENERAL NOTES)
CP105
+23.62
9.00 RT
+23.62
11.00 RT
+83.23
9.00 RT
+04.70
11.00 RT
+13.64
8.89 RT
+49.24
7.04 RT
+49.63
11.00 RT
+69.43
3.00 RT
+74.43
11.00 RT
+06.16
11.00 LT
+94.51
11.00 LT
+94.90
7.04 LT
+79.52
3.96 LT
+42.25
9.89 LT
+51.20
12.00 LT
+72.67
10.00 LT
+34.16
DRIVE RT
+23.48
0.50 LT
+31.69
12.00 LT
+31.69
10.00 LT
+99.69
39.00 LT
+14.69
54.09 LT
+36.62
65.89 LT
+53.62
51.00 LT
+12.20
51.00 LT
+74.43
3.00 RT
BIRCH STREET
S41° 41' 10.92"E
R1.0'
R90.0'
R90.0'
+06.34
61.50 LT
R2.0'
R17.0'
R20.0'
R2.0'
R20.0'
+72.15
55.79 LT
+41.62
60.50 LT
+66.62
60.50 LT
R42.0'
263+00 264+00 265+00 266+00 267+00
R
C
P
"R
C P
15"RCP
R
C
P
SPECIAL DITCH 6
SEE SHEET C-008 AND
CP-206 FOR DETAILS
+82.13
50.00 RT
+17.09
85.07 RT
+50.51
85.43 RT
+50.76
62.73 RT
+75.76
38.00 RT
+52.85
69.50 LT
+55.85
52.50 LT
R35.0'
R25.0'
+23.13
0.58 RT
+22.52
3.53 LT
90°59'18"
89°39'3"
+38.61
51.50 LT
+52.44
53.99 RT
R15.0'
+26.92
DRIVE LT
PROP. 2" RGS CONDUIT
FOR STREET LIGHTING
PROP. 2" RGS CONDUIT
FOR STREET LIGHTING
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C C
C C
C
C
C
C
C
C
C
C
START OF LANDSCAPE ISLAND
END OF KEY IN ISLAND
END OF LANDSCAPE ISLAND
START OF KEY IN ISLAND
+69.26
59.82 RT
+74.43
12.00 LT
+74.63
9.00 LT
+33.60
39.00 LT
+17.69
39.00 LT
+45.99
43.04 LT
+97.56
42.61 LT
+98.75
39.00 LT
+34.97
39.00 LT
+39.97
44.00 LT
+79.57
60.65 LT
+01.74
65.91 LT
95.24 LT
+24.54
12.00 LT
+24.54
9.00 LT
BIRCH STREET
S41° 41' 10.92"E
CURVE 7
Δ=000°07'07.33"
R=25000.00
L=51.79
T=25.90 e=NC
DESIGN SPEED=40 MPH
BIRCH ST. STA. 271+79.43=
HOLCOMB BVLD.. STA. 702+85.49
268+00
269+00
270+00 271+00 272+00
P C
12"RCP
R
C P
R
C P
R
C P
R
C
P
R
C
P
R
C P
15"RCP
15"RCP
R
C
P
+89.14
76.62 LT
+81.74
76.37 LT
+25.32
55.03 LT
+25.20
63.07 LT
STA. 271+42.33
END FULL DEPTH
REPLACEMENT
BEGIN OVERLAY
+69.59
67.57 LT
+77.00
67.27 LT
R3.8'
R3.7'
89°57'36"
91°25'41"
90°0'0"
R35.0'
R35.0'
SPECIAL DITCH 6
SEE SHEET C-008 AND
CP-206 FOR DETAILS
T A
L L
D R
I V
E
D U
N K
I N
D
O N
U T
S
D R
I V
E
+82.15
38.00 RT
+11.73
54.29 RT
+43.96
54.33 RT
+73.57
38.00 RT
+17.13
74.10 RT
+38.57
74.07 RT
R35.0'
R35.0'
R50.0'
+86.70
38.00 RT
+37.68
50.06 RT
+23.62
54.28 RT
R92.5'
R112.0'
R5.0'
R65.0'
+29.98
0.00 RT
+85.61
0.00 LT
PROP. 2" RGS CONDUIT
FOR STREET LIGHTING
F
F
F
F
F
F
F
F
C
C
C
C
C
C C
C
F
F F
F
F
F
F C
ADJUST TO GRADE
+61.51
60.46 RT
+97.51
60.04 RT
+21.86
16.81 LT
32.0'
+10.00
60.03 LT
H O
L C
M
V
D
C
R
E
E
K
N
E
W
S
E
R
V
I
C
E
R
O
A
D
H
O
L
C
O
M
B
B
I
R
R
E
E
T
C
P
C
P
C
P
C
P
C
P
C
P
C
S
C
G
C
S
C
G
C
S
C
G
C
S
C
G
C
P
C
S
C
G
C
S
C
G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - BIRCH STREET STA. 262+50 TO 267+50
A1
ROADWAY PLAN - BIRCH STREET STA. 267+50 TO 272+50
PLAN
NORTH
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP206 FOR ROADWAY
PROFILE.
3. SEE SHEET CM106 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD106 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC106 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ400 TO CZ409 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
9. SEE SHEET CP403 FOR DRIVEWAY
PROFILES.
10. SEE SHEET CP704 AND CP705 FOR
INTERSECTION DETAILS.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
WORK NOTES
1" = 20'
1" = 20'
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHT
(SEE GENERAL NOTES)
CP106
MATCHLINE - SHEET CS201 & CG201
+10.92
47.00 LT
+89.24
45.00 LT
+62.92
31.74 LT
+80.93
48.67 LT
+25.29
38.00 LT
+20.43
34.17 LT
+28.38
21.99 LT
+59.03
38.00 LT
+89.42
11.00 LT
+20.56
28.98 LT
+80.54
26.00 RT
+77.94
25.54 RT
+95.55
41.09 RT
+18.59
40.79 RT
+34.94
23.40 RT
+34.51
19.67 RT
+59.90
45.51 RT
+92.28
37.23 RT
+16.23
14.60 RT
+35.47
13.88 RT
BIRCH STREET
CURVE 7
Δ=000°07'07.33"
R=25000.00
L=51.79
T=25.90 e=NC
DESIGN SPEED=40MPH
CURVE 7
R15.0'
R15.0'
R25.0'
R25.0'
R15.0'
R10.0'
W E
A
D
R5.0'
8.0'
273+00 274+00 275+00
276+00
277+00
+90.29
48.47 LT
STA. 274+50.00
END WIDENING
BEGIN FULL DEPTH
REPLACEMENT
+10.90
49.49 LT
+21.95
10.00 RT
+60.51
33.33 RT
+07.00
0.00 RT
+70.85
0.00 RT
+56.83
81.83 LT
+78.78
DRIVE RT
+97.56
DRIVE LT
ADJUST TO
GRADE
+65.74
26.50 RT
+56.71
32.02 RT
+56.87
61.27 LT
+89.65
49.50 LT
S41° 34' 03.59"E
B L D
G
D R
I V
E
B L D
G
D R
I V
E
B L D
G
D R
I V
E
R25.0'
89°28'24"
90°0'0"
87°59'49"
R65.0'
R
C
P
R
C
P
R
C
P
R
C P
30"RCP
15"RCP
15"RCP
R
C P
"R
C P
R
C
P
30"RCP
R
C P
SPECIAL DITCH 7
SEE SHEET C-009 AND
CP207 FOR DETAILS
F
F
F
C C C C
F
F
F
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F F
F
F
F
F
F
F
F
F
F
CUT AND FILL
TRANSITION
PT: 272+76.20
+20.24
49.18 LT
+50.00
11.00 RT
+49.99
18.37 LT
+54.41
23.58 LT
+85.10
10.85 RT
8.0'
+56.80
49.93 RT
+48.78
49.96 RT
+83.46
39.18 RT
+92.42
45.50 RT
+21.21
31.43 RT
+60.43
38.10 RT
C
S
X
C
S
X
H
O
L
C
O
M
B
B
I
R
R
E
E
T
C
P
C
P
C
P
C
P
C
S
C
G
C
S
C
G
C
S
C
G
+69.04
15.50 RT
BIRCH STREET
R15.0'R15.0'
R15.0'
R15.0'
R5.0'
R5.0'
C E
N T
A
D
278+00 279+00 280+00 281+00 282+00
STA. 282+25.00
END FULL DEPTH
REPLACEMENT
12.0'
12.0'
+31.29
0.00 RT
+42.21
16.50 LT
+42.21
11.50 LT
+75.00
10.00 LT
+75.01
10.03 RT
+06.04
DRIVE LT
+42.54
15.00 RT
+42.03
36.00 RT
+20.53
36.00 RT
+94.53
36.00 RT
+69.03
36.00 RT
+35.04
15.50 RT
+20.54
30.00 RT
+94.54
30.00 RT
+80.04
15.00 RT
+38.96
35.93 RT
+08.95
36.00 RT
+41.95
35.50 RT
+41.64
15.00 RT
+88.96
15.00 RT
+46.42
15.00 LT
+46.60
34.50 LT
+89.61
15.00 LT
+03.56
34.50 LT
+08.10
27.40 LT
+68.04
15.00 LT
+75.04
15.00 LT
+85.04
37.00 LT
+90.04
32.00 LT
+68.04
37.00 LT
+90.04
30.00 LT
+22.04
30.00 LT
+37.04
15.00 LT
+42.54
15.00 LT
+42.54
37.00 LT
+27.04
37.00 LT
S41° 34' 03.59"E
G I B
B
R
O A
D
89°28'24"
89°28'24"
R
C P
15"RCP
F
F
F
F F
F
F
F
F
F
F F
F
FF
ADJUST TO
GRADE
ADJUST TO
GRADE
ADJUST TO
GRADE
ADJUST TO
GRADE
EX. RXR
CROSSING
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - BIRCH STREET STA. 272+50 TO 277+50
A1
ROADWAY PLAN - BIRCH STREET STA. 277+50 TO 282+50
PLAN
NORTH
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP207 FOR ROADWAY
PROFILE.
3. SEE SHEET CM107 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD107 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC107 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
9. SEE SHEET CP403 AND CP404 FOR
DRIVEWAY PROFILES.
10. SEE SHEET CP708 FOR
INTERSECTION DETAILS.
SCALE: 1" = 20'
FEET
0 20 40
SCALE: 1" = 20'
FEET
0 20 40
R20.0'
R20.0'
R4.5'
1" = 20'
1" = 20'
WORK NOTES
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHT
(SEE GENERAL NOTES)
CP107
283+00 284+00 285+00 286+00 287+00
FF
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
BLDG. 1203BLDG. 1203
BLDG. 1202
+46.73
13.00 LT
+96.72
63.00 LT
+70.18
13.23 LT
+20.78
60.14 LT
+65.80
0.00 LT
+08.26
0.12 LT
+41.35
58.17 RT
+69.30
12.75 RT
+94.74
52.00 RT
+55.24
12.50 RT
+74.00
11.50 RT
B L
D G
D R
I V
E
B L
D G
D R
I V
E
D R
I V
E W
A Y
D R
I V
E W
A Y
E A
S T
R O
A D
S41° 34' 03.59"E
R50.0'
R50.0'
R40.0'
R40.0'
+29.06
51.66 RT
BIRCH ST. STA. 285+09+73
EAST ROAD
STA. 286+00.00
END OVERLAY
BEGIN FULL DEPTH
REPLACEMENT
+00.00
11.00 RT
+00.00
11.00 LT
89°'
90°'
90°'
90°'
BIRCH ST. STA. 283+44.36
BLDG 1202 DRIVE
+84.93
30.93 LT
+96.03
32.57 LT
+85.45
33.04 RT
+42.60
33.76 RT
+25.20
51.99 RT
+66.65
26.65 RT
+14.52
26.59 RT
+19.63
63.01 LT
ADJUST TO
GRADE
BIRCH STREET
288+00 289+00 290+00 291+00 292+00
P I
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
BLDG. 1205
BLDG. 1107
BLDG. 1120
BLDG. 1205
BLDG. 1107
BLDG. 1120
+21.19
63.00 RT
+70.69
13.00 RT
+45.95
13.00 RT
+95.45
62.44 RT
+21.69
62.74 RT
+70.82
13.00 RT
+70.93
13.50 LT
+20.80
63.01 LT
+45.30
13.00 LT
+70.70
13.50 LT
+21.20
63.00 LT
+95.20
63.00 LT
+94.69
63.00 RT
H A
M M
O N
D
R O
A D
D R
I V
E W
A Y
M I C
H A
E L
R O
A D
R50.0'
R50.0'
R50.0'
R50.0'
R50.0'
R50.0'
R50.0'
D R
I V
E W
A Y
BIRCH ST. STA. 288+07.59
HAMMOND ROAD
90°'
S41° 34' 03.59"E
90°'
+95.30
62.56 LT
BIRCH ST. STA. 291+07.87
MICHAEL ROAD
90°'
+57.64
0.54 RT
R50.0'
ADJUST TO
GRADE
ADJUST TO
GRADE
+78.72
26.59 RT
+38.51
26.73 RT
+33.86
19.54 LT
+87.98
19.74 LT
+41.84
39.10 RT
+41.33
41.41 LT
5.7'
6.0'
BIRCH STREET
C
S
X
C
S
X
B
I
R
R
E
E
T
C
P
C
P
C
P
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - BIRCH STREET STA. 282+50 TO 287+50
A1
ROADWAY PLAN - BIRCH STREET STA. 287+50 TO 292+50
PLAN
NORTH
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP208 FOR ROADWAY
PROFILE.
3. SEE SHEET CM108 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD108 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC108 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
9. SEE SHEET CP404 AND CP405FOR
DRIVEWAY PROFILES.
10. SEE SHEET CP708 AND CP709 FOR
INTERSECTION DETAILS.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
1" = 20'
1" = 20'
WORK NOTES
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHT
(SEE GENERAL NOTES)
CP108
BIRCH STREET
S41° 41' 29.14"E
293+00 294+00 295+00 296+00
STA. 294+53.50
END FULL DEPTH
REPLACEMENT
BEGIN OVERLAY
+53.25
DRIVE LT
+53.69
DRIVE RT
R
C
P
+58.75
24.51 RT
+66.25
17.00 RT
+58.76
30.01 RT
+69.75
17.00 RT
+77.25
24.49 RT
+77.26
29.99 RT
+72.26
35.00 RT
+63.76
35.00 RT
+22.26
17.00 RT
+07.26
32.03 RT
+07.30
50.01 RT
+12.30
55.00 RT
+35.31
55.00 RT
+32.24
17.00 RT
+35.24
19.99 RT
+66.14
28.49 LT
+69.14
31.50 LT
+72.15
31.50 LT
+66.16
19.49 LT
+69.16
16.50 LT
+77.15
24.01 LT
+77.15
26.51 LT
+69.65
16.50 LT
+07.11
46.49 LT
+12.11
51.50 LT
+07.13
33.47 LT
+22.13
18.50 LT +32.16
18.50 LT
+35.16
21.51 LT
+35.10
51.50 LT
BIRCH STREET
S41° 41' 29.14"E
R7.5'
R3.0'
R7.5'
R7.5'
R5.0'
R5.0'
R15.0'
R3.0'
R5.0'
+92.20
FRANKLIN RD
L O
U
A
D
R3.0'
R5.0'
R5.0'
R15.0'
R3.0'
297+00 298+00 299+00 300+00 301+00
STA. 300+75.00
BEGIN FULL DEPTH
REPLACEMENT
F
F
F
F
F
F
F
F
F
F R
A N
K L
I N
R O
A D
+46.82
LOUIS RD
90°'
+07.28
41.02 RT
+25.95
41.36 RT
+25.00
24.73 LT
ADJUST TO
GRADE
ADJUST TO
GRADE
ADJUST TO
GRADE
ADJUST TO
GRADE
R
C P
18"RCP
R
C P
R
C P
R
C P
R
C
P
+61.00
35.98 RT
+67.23
35.98 RT
+61.18
18.69 LT
+72.89
12.64 LT
+67.13
35.89 LT
+72.99
35.85 LT
+57.00
35.23 LT
+63.17
35.18 LT
+57.00
12.39 LT
+63.00
12.39 LT
+31.01
24.75 LT
+25.00
12.10 LT
+31.01
12.10 LT
ADJUST TO
GRADE
D
U
N
C
A
N
B
I
R
R
E
E
T
C
P
C
P
C
P
C
P
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - BIRCH STREET STA. 292+50 TO 296+50
A1
ROADWAY PLAN - BIRCH STREET STA. 296+50 TO 301+50
PLAN
NORTH
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP209 FOR ROADWAY
PROFILE.
3. SEE SHEET CM109 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD109 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC109 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
9. SEE SHEET CP405 FOR DRIVEWAY
PROFILE.
10. SEE SHEET CP709 FOR
INTERSECTION DETAIL.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
1" = 20'
1" = 20'
WORK NOTES
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHT
(SEE GENERAL NOTES)
CP109
+83.49
74.00 LT
+90.96
25.18 LT
+97.34
20.37 LT
+18.92
72.97 LT
+32.06
58.99 LT
BIRCH STREET
S41° 41' 29.14"E
R50.0'
R5.0'
R35.0'
BIRCH ST. STA. 307+46.93
DUNCAN ST. STA. 800+00.00
STA. 309+05.20
END OVERLAY
END PROJECT
LANDSCAPE
ISLAND
+93.58
13.39 LT
+58.97
48.42 LT
8.0'
PROP. ASPHALT
PATH (BUILD ALT.
1)
307+00 308+00 309+00
F
F
F
F
F
F
F
F
R
C P
D U
N C
A N
S T
R E
E T
+11.05
26.76 LT
89°57'14"
STA. 307+56.34
END PROFILE ADJ.
MATCH EX. GRADE
+70.46
34.31 LT
+78.46
34.26 LT
9.5'
+87.00
35.00 RT
+82.10
29.00 RT
+96.80
17.00 RT
+00.80
17.00 RT
+15.50
29.00 RT
+10.60
35.00 RT
+89.30
29.00 LT
+94.20
35.00 LT
+04.00
17.00 LT
+10.00
17.00 LT
+24.70
29.00 LT
+19.80
35.00 LT
BIRCH STREET
S41° 41' 29.14"E
R5.0'
R15.0'
+73.92
O ST LT
+27.78
O ST RT
O
S
T R
E E
T
O
S
T R
E E
T
R15.0'
R5.0'
R5.0'
R5.0'
302+00 303+00
304+00 305+00
306+00
STA. 303+98.96
END FULL DEPTH
REPLACEMENT
C
C
C
BLDG. 1117
BLDG. 1212
BLDG. 1118
BLDG. 1336
R
C
P
R
C P
R
C P
R
C P
90°2'2"
90°2'46"
R14.5'
R14.5'
+49.35
37.99 RT
+46.28
35.00 RT
+46.31
24.35 LT
+68.05
34.77 LT
ADJUST
TO GRADE
+14.93
36.78 RT
+21.92
36.86 RT
+20.76
12.00 RT
+13.76
11.96 RT
+14.95
35.23 LT
+21.95
35.23 LT
+12.63
12.00 LT
+19.63
12.00 LT
+83.91
16.91 LT
+89.90
17.20 LT
+83.08
40.18 LT
+33.00
38.76 LT
+32.94
15.06 LT
+27.00
15.08 LT
D
U
N
C
A
N
C
P
C
P
C
P
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - BIRCH STREET STA. 301+50 TO 306+50
A1
ROADWAY PLAN - BIRCH STREET STA. 306+50 TO 311+50
PLAN
NORTH
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP210 FOR ROADWAY
PROFILE.
3. SEE SHEET CM110 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD110 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC110 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 STORM
DRAINAGE STRUCTURE SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
9. SEE SHEET CP706 AND CP709 FOR
INTERSECTION DETAILS.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
1" = 20'
1" = 20'
WORK NOTES
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHT
(SEE GENERAL NOTES)
CP110
CURVE 8
Δ=001°20'30.01"
R=10000.00
L=234.17
T=117.09 e=NC
DESIGN SPEED= 40 MPH
+77.27
26.00 RT
+87.78
26.00 RT
+36.36
13.05 LT
S37° 00' 16.14"E
CURVE 8
MCHUGH BLVD.
ADJUST
TO GRADE
ADJUST
TO GRADE
STA. 406+56.60
BEGIN PROJECT
BEGIN OVERLAY
BEGIN WIDENING
405+00 406+00 407+00 408+00
409+00
P C
+27.83
26.50 RT
15"RCP
15"RCP
F F
F F F
F
F
F
F
F
F
F
F
F
F F
F
F
F
F F
F
F
F
F
F
F
F
F F F
F
F
F
F
+85.71
22.54 RT
PROPOSED
CROWN
+84.83
11.12 LT
+42.27
11.88 LT
M c
H
U
G
H
CP100
C
P
C
P
C
P
W
A
L
L
A
E
E
K
+21.95
26.00 RT
+60.89
73.32 RT
+92.25
78.68 RT
+42.15
26.00 RT
+46.58
377.15 LT
CURVE 8
Δ=001°20'30.01"
R=10000.00
L=234.17
T=117.09 e=NC
DESIGN SPEED= 40 MPH
CURVE 8
S35° 39' 46.13"E S35° 39' 46.13"E
MCHUGH BLVD.
RELOCATE
ADJUST TO GRADE
+72.48
DRIVE RT
+66.71
67.58 LT
+18.78
26.00 LT
+55.60
31.26 LT
410+00 411+00 412+00 413+00 414+00
P T
+10.96
26.50 RT
+20.03
27.34 RT
R49.5'
+61.22
80.34 RT
+69.61
26.00 RT
+69.31
44.53 RT
F
F
F
F
F
F
F
F F
F F
F F
F F
F F
F F
F F
F F
F
F
F
F
F
F
F
F
F F
F F
F F
F F
F F
F
F
F F F F F F
F F
F
93°4'17"
B L D
G
D R
I V
E
+14.73
34.19 RT
+40.03
35.33 RT
BLDG 24 DRIVE
MCHUGH BLVD STA. 411+72.48
+68.93
38.56 RT
+66.16
59.60 LT
+24.51
20.02 RT
+43.93
11.94 RT
+21.42
19.99 LT
+59.06
26.00 RT
+88.95
26.00 RT
+30.63
50.16 RT
+26.07
44.99 RT
+43.56
481.59 LT
+41.56
88.45 LT
+42.60
146.47 LT
+62.54
11.00 RT
+46.53
11.60 RT
+13.71
21.80 RT
+21.16
20.90 RT
PROPOSED
CROWN
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
C1
ROADWAY PLAN - MCHUGH BLVD. STA. 404+75 TO 409+75
A1
PLAN
NORTH
PLAN
NORTH
ROADWAY PLAN - MCHUGH BLVD. STA. 409+75 TO 414+75
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP211 FOR ROADWAY
PROFILE.
3. SEE SHEET CM111 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD111 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC111 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
9. SEE SHEET CP406 FOR DRIVEWAY
PROFILES.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
1" = 20'
1" = 20'
WORK NOTES
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHTING
(SEE GENERAL NOTES)
CP111
MCHUGH BLVD.
SPECIAL DITCH 10
SEE SHEET C-008 AND
CP212 FOR DETAILS
SPECIAL DITCH 3
SEE SHEET C-004 AND
CP212 FOR DETAILS
417+00 418+00 419+00±
+30.48
18.80 RT
+75.91
29.37 LT
+25.79
35.00 LT
+79.66
DRIVE RT
B L D
G
D R
I V
E
+30.48
21.18 RT
90°0'0"90°0'0"
C C
C C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
S35° 39' 46.13"E
CURVE 9
Δ=003°33'39.77"
R=1000.00
L=62.16
T=31.09 e=NC
DESIGN SPEED= 40MPH
S ° 0
' 0
.3
"E
CURVE 9
MCHUGH BLVD.
+16.86
DRIVE RT
419+00 420+00 421+00
P C
P T
+80.89
16.38 RT
W A
L L A
E
B L D
G
D
R I V
E
SPECIAL DITCH 3
SEE SHEET C-004 AND
CP212 FOR DETAILS
WALLACE CREEK RD. SOUTH
MCHUGH BLVD. STA. 421+08.89
90°0'0"
90°10'2"
C
C
C
C
C
STA. 419+80.89
END WIDENING
STA. 420+60.16
END PROJECT
END OVERLAY
M c
H
U
G
H
CP100
C
P
C
P
C
P
W
A
L
L
A
E
E
K
C
P
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - MCHUGH BLVD. STA. 416+40 TO 419+00
A1
PLAN
NORTH
PLAN
NORTH
ROADWAY PLAN - MCHUGH BLVD. STA. 419+00 TO 424+00
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP211 AND CP212 FOR
ROADWAY PROFILE.
3. SEE SHEET CM111 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD112 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC112 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
9. SEE SHEET CP406 FOR DRIVEWAY
PROFILES.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
1" = 20'
1" = 20'
WORK NOTES
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHTING
(SEE GENERAL NOTES)
CP112
+77.10
38.00 RT
N27° 40' 47.16"E
WALLACE CREEK RD.
+60.95
64.67 RT
+61.02
67.57 RT
+65.82
44.13 LT
+65.91
47.24 LT
ADJUST TO
GRADE
501+00 502+00 ±
+58.40
47.45 RT
EX. ASPHALT PATH
F F
F F F F
F F F
F F
C
C C C
C C
C C
C C
C
+49.27
10.11 RT
+50.35
15.29 RT
R50.0'
DITCH BY OTHERS
SEE MILCON
PROJECT # 1430180
B
I
R
C
H
C
P
C
P
C
P
C
P
W
A
L
L
A
E
E
K
C
P
C
P
+71.16
38.00 RT
+39.73
21.19 RT
N27° 40' 47.16"E
CURVE 10
Δ=020°46'47.82"
R=495.00
L=179.53
T=90.76 e=NC
DESIGN SPEED=40 MPH
CURVE 10
WALLACE CREEK RD.
ADJUST TO GRADE
503+00 504+00 505+00 506+00 507+00
P C
EX. ASPHALT PATH
F U
T U
R E
D R
I V
E
91°2'39"
+42.76
DRIVE RT
F F
F F F F F F F
F F F F
F F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
C C
C C
C C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
+49.18
11.19 RT
+50.83
10.11 RT
DITCH BY OTHERS
SEE MILCON
PROJECT # 1430180
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
C1
ROADWAY PLAN - WALLACE CREEK RD. STA. 500+50 TO 502+50
A1
PLAN
NORTH
PLAN
NORTH
ROADWAY PLAN - WALLACE CREEK RD. STA. 502+50 TO 507+50
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP213 FOR ROADWAY
PROFILE.
3. SEE SHEET CM113 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD113 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC113 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
1" = 20'
1" = 20'
WORK NOTES
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHTING
(SEE GENERAL NOTES)
CP113
E
E
K
N
E
W
S
E
R
V
I
C
E
R
O
A
D
H
O
L
C
O
M
B
C
P
C
P
C
P
C
P
C
P
C
P
C
S
C
G
C
S
C
G
C
S
C
G
C
S
C
G
C
P
C
S
C
G
CURVE 10
Δ=020°46'47.82"
R=495.00
L=179.526
T=90.76 e=NC
DESIGN SPEED = 40MPH
+39.73
21.19 RT
C
U
R
C
U
R
WALLACE CREEK RD.
509+00
P
P T
EX. GUARDRAIL
EX. BRIDGE
EX. ASPHALT PATH
STA.509+55.15
END PROJECT
END OVERLAY
F
F
F
F
F
F
F
F
F
F
F F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
R
I
V
U
F
F
E
R
+54.93
18.13 RT
+84.54
20.67 RT
+56.19
19.03 RT
+55.15
11.50 LT
+15.63
10.56 RT
N48° 27' 34.98"E
EX. BRIDGE
+15.63
14.71 RT
DITCH BY OTHERS
SEE MILCON
PROJECT # 1430180
STA.509+15.63
END WIDENING
GREU TL-2
C
C
R50.0'
+40.36
16.44 RT
+40.36
18.37 LT
1000+00
1001+00
N48° 13' 38.53"E
STA.1001+40.36
START PROJECT
START FULL-DEPTH
REPLACEMENT
EXCHANGE DRIVEWAY
B
I
R
C
H
C
P
C
P
C
P
W
A
L
L
A
E
E
K
C
P
C
P
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - WALLACE CREEK RD. STA. 507+50 TO 511+80
PLAN
NORTH
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP214 FOR ROADWAY
PROFILE.
3. SEE SHEET CM114 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD114 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC114 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
A1
ROADWAY PLAN - EXCHANGE DRIVEWAY STA. 1000+00 TO 1002+00
PLAN
NORTH
KEY PLAN
PLAN
NORTH
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
WORK NOTES
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
1" = 20'
1" = 20'
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
GRAVEL SURFACE
PROP. STREET LIGHTING
(SEE GENERAL NOTES)
CP114
ROADWAY SECTION
F
F
F
F
F
F
F
F
F
F
F F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
R
C
P
R
C
P
R
C
P
P
PC: 605+02.62
P
+33.27
14.00 RT
+03.30
14.00 RT
+63.42
26.00 LT
+03.37
23.34 LT
+29.98
14.00 RT
R
CURVE 11
Δ=094°28'52.41"
R=200.00
L=329.802
T=328.80 e=NC
DESIGN SPEED=25 MPH
C
U
R
C
U
R
Δ
D
E
S
I
E
E
D
M
H
SPECIAL DITCH 9
SEE SHEET C-012 AND
CP215 FOR DETAILS
SPECIAL DITCH 8
SEE SHEET C-012 AND
CP215 FOR DETAILS
+73.50
0.00 RT
S
P
E
C
I
T
E
D
C
P
T
A
I L
S
CUT AND FILL
TRANSITION
CUT AND FILL
TRANSITION
S
E
PROP. 2" RGS
CONDUIT FOR
STREET LIGHTING
S
E
R
V
I
A
D
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
C
C
C C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
R
C
P
R
C
P
R
C
P
R
C
P
R
C
P
24"RCP
R
C P
R
C
P
R
C
P
607+00 608+00
P C
PC: 605+02.62
P
P T
+03.30
14.00 RT
+50.84
35.29 RT
+96.36
14.00 RT
+40.30
14.00 RT
+92.30
14.00 RT
+29.98
14.00 RT
+71.36
38.86 RT
+17.14
14.00 LT
+40.30
14.50 LT
R25.0'
R25.0'
C
U
R
CURVE 12
Δ=032°48'27.72"
R=200.00
L=114.52
T=114.52 e=NC
DESIGN SPEED=25 MPH
+60.95
0.00 RT
+00.00
16.00 LT
+75.00
16.00 LT
+75.00
16.00 RT
SPECIAL DITCH 9
SEE SHEET C-012 AND
CP215 FOR DETAILS
S
E
S79° 00' 31.34"E
GREU TL-2
GREU TL-2
GREU
TL-2
B
L D
G
D
R
I V
E
SERVICE ROAD
SPECIAL DITCH 13
SEE SHEET C-012 AND
CP215 FOR DETAILS
CUT AND FILL
TRANSITION
+51.45
41.18 RT
D
A
M
C
R
E
E
K
N
E
W
S
E
R
V
I
C
E
R
O
A
D
H
O
L
C
O
M
B
C
P
C
P
C
P
C
P
C
P
C
P
C
S
C
G
C
S
C
G
C
S
C
G
C
S
C
G
C
P
C
S
C
G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - SERVICE RD. STA. 600+90 TO 604+90
A1
PLAN
NORTH
PLAN
NORTH
ROADWAY PLAN - SERVICE RD. STA. 604+90 TO 609+00
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP215 FOR ROADWAY
PROFILE.
3. SEE SHEET CM115 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD115 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC115 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 TOC-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
PROPOSED
DETENTION POND
REFER TO SHEET
CU-501 FOR DETAILS
FEET
1" = 20'
1" = 20'
CP115
WORK NOTES
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHT
(SEE GENERAL NOTES)
ROADWAY SECTION
STANDARD DUTY
ASPHALT PAVEMENT
CURVE 13
Δ=039°24'22.60"
R=200.00
L=137.55
T=71.62
DESIGN SPEED = 25 MPH
+96.41
13.99 RT
+47.14
13.99 RT
+58.12
14.00 LT
+73.58
14.00 LT
+73.58
14.00 RT
S39° 36' 08.74"E
+75.00
14.00 RT
PROPOSED
SUBSTATION (BY
OTHERS)
SERVICE RD.
610+00 611+00
612+00
613+00
P C
P T
RETAINING WALL 2
SEE SHEET S-500
C
U
R
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
+75.00
18.83 RT
+73.58
18.83 RT
SPECIAL DITCH 13
SEE SHEET C-012
AND CP215 FOR
DETAILS
R
E
T
A
I N
I
W
E
10" SANITARY SEWER LINE
CROSS SECTION
SEE SHEET XS629
+39.93
0.00 RT
+80.76
18.83 RT
POLE AND OVERHEAD
LINES TO RELOCATED
BY DUKE ENERGY
POLE AND OVERHEAD
LINES TO RELOCATED
BY DUKE ENERGY
POLE AND OVERHEAD LINES
TO RELOCATED/REMOVED
BY DUKE ENERGY
P
O
D
O
V
E
R
H
E
N
R
E
L
O
C
A
T
E
D
R
E
M
O
V
E
D
U
E
R
G
Y
GREU TL-2
PROP. 2" RGS
CONDUIT FOR
STREET LIGHTING
CUT AND FILL
TRANSITION
RELOCATE
RELOCATE
+87.89
14.00 RT
+11.57
38.10 RT
+38.13
38.10 RT
+61.81
14.00 RT
+74.46
14.00 RT
+74.46
14.00 LT
+38.18
14.00 LT
+11.53
14.00 LT
+35.10
17.05 LT
+14.60
17.05 LT
S56° 0 2' 39.24"E
CURVE 16
Δ=033°01'45.51"
R=200.00
L=115.29
T=59.30 e=NC
DESIGN SPEED = 25 MPH
CURVE 14
Δ=016°26'30.50"
R=700.00
L=200.88
T=101.13 e=NC
DESIGN SPEED = 25 MPH
R25.0'
R25.0'
R3.0'
R3.0'
+24.85
DRIVE LT/RT
CURVE 15
Δ=018°37'52.73"
R=200.00
L=65.04
T=32.81 e=NC
DESIGN SPEED = 25 MPH
PROPOSED
SUBSTATION (BY
OTHERS)
+14.53
22.05 LT
+35.18
22.05 LT
615+00
P C
P T
P
T
P
R
RETAINING WALL 3
SEE SHEET S-500
+56.23
20.50 RT
+25.00
14.00 RT
CURVE 16
C
U
R
C
U
R
V E
F
F
F
F
F
F
F
F F
F F
F
F
F
F
F
F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
R
C
P
R
C
P
66"R C
P
R
C P
R
C P
R
C
P
R
C
P
R
C
P
"R
C P
R
C P
+25.00
20.53 RT
REFER TO
SHEET CG203
AND CS203 FOR
PROPOSED
DRIVEWAY INSET
RETAINING WALL 2
SEE SHEET S-500
+80.76
18.83 RT
SUBSTATION EQUIPMENT
AND FENCING TO BE
RELOCATED/REMOVED BY
DUKE ENERGY
POLE AND OVERHEAD LINES
TO RELOCATED/REMOVED
BY DUKE ENERGY
POLE AND
OVERHEAD LINES TO
RELOCATED/REMOVED
BY DUKE ENERGY
GREU
TL-2
GREU TL-2
C
S
X
C
S
X
C
R
E
E
K
N
E
W
S
E
R
V
I
C
E
R
O
A
D
H
O
L
C
O
M
B
B
I
R
R
E
E
T
C
P
C
P
C
P
C
P
C
P
C
P
C
S
C
G
C
S
C
G
C
S
C
G
C
S
C
G
C
S
C
G
C
S
C
G
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - SERVICE RD. STA. 609+00 TO 613+50
A1
PLAN
NORTH
PLAN
NORTH
ROADWAY PLAN - SERVICE RD. STA. 613+50 TO 617+35
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP216 FOR ROADWAY
PROFILE.
3. SEE SHEET CM116 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD116 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC116 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
WORK NOTES
1" = 20'
1" = 20'
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHT
(SEE GENERAL NOTES)
CP116
ROADWAY SECTION
STANDARD DUTY
ASPHALT PAVEMENT
+12.05
52.80 LT
+02.15
49.50 RT
+54.79
50.00 LT
+58.61
57.71 LT
+07.34
54.63 LT
+39.73
50.00 LT
+54.39
71.95 LT
+80.67
43.07 LT
HOLCOMB BLVD.
N48° 21' 13.53"E
R6.5'
R93.0'
R18.5'
+84.05
12.30 RT
+39.78
78.31 LT
+84.13
2.01 LT
R65.0'
704+00 705+00 706+00
F
F
F
F
15"RCP
15"RCP
12"RCP
+68.39
0.00
B L D
G
D R
I V
E
+39.88
71.31 LT
+37.91
63.72 LT
+54.81
36.06 LT
+23.26
50.00 LT
+83.78
36.38 LT
+80.82
46.05 LT
+49.96
5.31 RT
+54.96
5.34 RT
+26.33
52.00 LT
+51.33
77.24 LT
+79.33
87.00 LT
+14.33
52.00 LT
+02.13
52.00 LT
+02.56
38.07 LT
+36.14
8.70 LT
+37.26
12.35 LT
+64.12
12.38 LT
+66.03
7.07 LT
HOLCOMB BLVD
N48° 21' 13.53"E
ADJUST TO GRADE
R2.0'
R3.0'
R3.0'
+45.07
71.91 LT
+79.74
79.43 LT
R25.0'
R35.0'
HOLCOMB BLVD STA. 707+65.33=
SERVICE ROAD. STA. 618+25.00
EX. TREELINE
707+00 708+00 709+00 710+00 711+00
E X
E
X
C C
C C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
15"RCP
R
C P
R
C P
STA. 711+02.56
END PROJECT
END OVERLAY
+79.45
72.38 LT
DITCH
SEE SHEET C-012
FOR DETAILS
R5.0' R5.0'
+39.04
60.50 LT
MATCH EX.
+43.54
52.50 LT
+07.33
52.50 LT
+11.95
60.50 LT
MATCH EX.
+02.19
35.08 LT
+08.64
34.96 LT
+82.22
35.17 LT
+96.72
37.65 LT
+99.61
44.37 LT
+44.81
35.52 LT
+65.33
39.82 LT
S E
R V
I C
E
R
O A
D
C
S
X
S
E
R
V
I
C
E
R
O
A
D
H
O
L
C
O
M
B
B
I
R
R
E
E
T
C
P
C
P
C
P
C
P
C
P
C
S
C
G
C
S
C
G
C
S
C
G
C
S
C
G
C
S
C
G
C
S
C
G
+12.05
52.80 LT
+02.15
49.50 RT
+54.79
50.00 LT
+58.61
57.71 LT
+07.34
54.63 LT
+39.73
50.00 LT
+54.39
71.95 LT
+80.67
43.07 LT
HOLCOMB BLVD.
N48° 21' 13.53"E
R6.5'
R93.0'
R18.5'
+84.05
12.30 RT
+39.78
78.31 LT
+84.13
2.01 LT
R65.0'
704+00 705+00 706+00
F
F
F
F
15"RCP
15"RCP
12"RCP
+68.39
0.00
B L D
G
D R
I V
E
+39.88
71.31 LT
+37.91
63.72 LT
+54.81
36.06 LT
+23.26
50.00 LT
+83.78
36.38 LT
+80.82
46.05 LT
+12.05
52.80 LT
+02.15
49.50 RT
+54.79
50.00 LT
+58.61
57.71 LT
+07.34
54.63 LT
+39.73
50.00 LT
+54.39
71.95 LT
+80.67
43.07 LT
HOLCOMB BLVD.
N48° 21' 13.53"E
R6.5'
R93.0'
R18.5'
+84.05
12.30 RT
+39.78
78.31 LT
+84.13
2.01 LT
R65.0'
704+00 705+00 706+00
F
F
F
F
15"RCP
15"RCP
12"RCP
+68.39
0.00
B L D
G
D R
I V
E
+39.88
71.31 LT
+37.91
63.72 LT
+54.81
36.06 LT
+23.26
50.00 LT
+83.78
36.38 LT
+80.82
46.05 LT
+12.05
52.80 LT
+02.15
49.50 RT
+54.79
50.00 LT
+58.61
57.71 LT
+07.34
54.63 LT
+39.73
50.00 LT
+54.39
71.95 LT
+80.67
43.07 LT
HOLCOMB BLVD.
N48° 21' 13.53"E
R6.5'
R93.0'
R18.5'
+84.05
12.30 RT
+39.78
78.31 LT
+84.13
2.01 LT
R65.0'
704+00 705+00 706+00
F
F
F
F
15"RCP
15"RCP
12"RCP
+68.39
0.00
B L D
G
D R
I V
E
+39.88
71.31 LT
+37.91
63.72 LT
+54.81
36.06 LT
+23.26
50.00 LT
+83.78
36.38 LT
+80.82
46.05 LT
RETAIN
+94.97
49.26 RT
+75.00
41.32 LT
+94.14
14.49 LT
+93.93
2.40 RT
N48° 21' 13.53"E
701+00 702+00
F
F
30"RCP
STA. 701+75.00
START OVERLAY
+75.00
14.60 LT
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - HOLCOMB BLVD. STA. 700+50 TO 706+50
A1
PLAN
NORTH
PLAN
NORTH
ROADWAY PLAN - HOLCOMB BLVD. STA. 706+50 TO 711+50
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP217 FOR ROADWAY
PROFILE.
3. SEE SHEET CM117 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD117 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC117 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS AND DETAILS.
7. SEE SHEET C-014 AND C-022 FOR
STORM DRAINAGE STRUCTURE
SUMMARY.
8. SEE SHEET C-023 TO C-026 FOR
SURVEY CONTROL AND BASELINE
GEOMETRY.
9. SEE SHEET CP707 FOR
INTERSECTION DETAIL.
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
1" = 20'
1" = 20'
WORK NOTES
ROADWAY SECTION
OVERLAY EXIST. ASPHALT
CONCRETE SIDEWALK
ASPHALT PATH
1'-6" CURB & GUTTER
2'-6" CURB & GUTTER
CONCRETE ISLAND
GUARDRAIL
CURB RAMP
PAVEMENT REPAIR
LANDSCAPE ISLAND
8" X 12" CONC. CURB
PROFILE TRANSITION
TO EXISTING
NOT USED
GRADE TO EXISTING
GRAVEL SURFACE
PROP. STREET LIGHTING
(SEE GENERAL NOTES)
CP117
801+00 802+00 803+00 804+00
DUNCAN STREET
N48° 21' 17.35"E
N48° 21' 17.35"E
+17.99
12.00 LT
+17.99
19.00 LT
+72.46
53.50 LT
+70.41
55.96 LT
R2.5'
E X
E
X
R
C P
R
C P
15"RCP
R
C P
R2.5'
R25.0'
+72.98
30.31 RT
+56.96
31.50 RT
R108.0'
F
F
FFF
FFF
F F
F
F
F
FFFFF
F
F
F
STA. 800+74.83
BEGIN OVERLAY
END WIDENING
+74.83
12.26 RT
804+00 805+00 806+00 807+00 808+00
DUNCAN STREET
+14.91
12.00 LT
+14.95
19.00 LT
E X
E X
R
C P
R
C
P
+08.23
25.02 RT
+40.02
24.00 RT
R92.0' +88.01
23.04 RT
+50.00
22.67 RT
+14.91
23.34 RT
+36.54
14.00 RT
F
F
F F
F
F
C
C
C
C
C
C
C
C
C
C
C C
C
+72.55
DRIVE RT
+01.27
DRIVE RT
90°28'34"
90°28'34"
P A
R K
I N
G
L O
T
D R
I V
E
B L D
G
D R
I V
E
+83.27
23.33 RT
+92.80
24.00 RT
N48° 21' 17.35"E
D
U
N
C
A
N
C
P
C
P
C
P
C
P
N A
V A
L
FA
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
M
ID
-A
TL
A N
TI
C
FY
P -1
0B
B
IR
C H
S
TR
E E
T R
O A
D
IM
P R
O V
E M
E N
TS
1317 EXECUTIVE BLVD.
SUITE 300
CHESAPEAKE, VA 23320
PORTDAVEN
HOME OFFICE
WINSTON-SALEM, NC 27101
336.744.1636 www.davenportworld.com
NCBELS FIRM LICENSE NO. C-2522
119 BROOKSTOWN AVE. SUITE PH1
GENERAL NOTES
KEY PLAN
PLAN
NORTH
C1
ROADWAY PLAN - DUNCAN ST. STA. 800+50 TO 804+00
A1
PLAN
NORTH
PLAN
NORTH
ROADWAY PLAN - DUNCAN ST. STA. 804+00 TO 808+50
PLAN
NORTH
SCALE: 1" = 20'
SCALE: 1" = 20'
FEET
40200
40200
FEET
1. SEE SHEET C-001 AND C-002 FOR
CIVIL NOTES AND LEGEND.
2. SEE SHEET CP218 FOR ROADWAY
PROFILE.
3. SEE SHEET CM118 FOR PAVEMENT
MARKING AND SIGNING.
4. SEE SHEET CD118 FOR DEMOLITION
AND REMOVAL ITEMS.
5. SEE SHEET CC118 FOR EROSION
AND SEDIMENT CONTROL PLANS.
6. SEE SHEETS CZ101 TO CZ207 FOR
SIGNAL PLANS…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .