1374744dwg06of27_Vol1-Sht 64-76.pdf
PDF 18 MB Posted
- Solicitation number
- N4008519R9146
About this file
This document provides details of a federal solicitation for a firm-fixed price construction contract. The solicitation is for Design-Bid-Build construction project P1346B/P1280B to improve Birch Street Road and Birch Street North at Marine Corps Base Camp Lejeune in North Carolina. Interested parties should respond to solicitation number N40085-19-R-9146 issued by the Department of the Navy Naval Facilities Engineering Command. The solicitation requires construction services to improve the specified roads and provides a firm-fixed price contract vehicle for the project. The response deadline and any further award details are not specified in the available document.
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28.00
29.00
28.0
28.00
29.00
28.00
27.00
28.00
29.00
28.00
29.00
29.00
28.00
28.00
.00
.0
8.
8.
.0
.00
30.00
29.00
28.00
27.00
27.00
27.00
28.00
.0
30.0029.00
30.00
.0
.00
29.0
27.00
28.
28.00
29.00
.0
29.00 .0
.0
PLL
SC
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
C
E
C
E
C
E
C
E
C
E
D
U
N
C
A
N
B
I
R
C
H
S
T
R
E
E
T
C
D
C
D
C
D
C
D
C
D
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
PLAN
NORTH
C1
DEMOLITION PLAN - BIRCH STREET STA. 292+50 TO 296+50
A1
DEMOLITION PLAN - BIRCH STREET STA. 296+50 TO 301+50
PLAN
NORTH
PLAN
NORTH
KEY PLAN
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP109 FOR NEW ROADWAY
PLAN.
DEMO LEGEND
PLL
SC
PLL
PLL
PLL
1. ADJUST STRUCTURE RIM ELEVATION
2. REMOVE OR RELOCATE SIGN PER DRAWING
CM109 (TYP)
3. PROTECT FIRE HYDRANT THROUGHOUT
CONSTRUCTION
4. PROTECT LIGHT/UTILITY POLE THROUGHOUT
CONSTRUCTION.
5. WHERE IMPACTING THE ROOT ZONES OF
TREES, PROVIDE ROOT PRUNING BY
CERTIFIED ARBORIST.
6. CURB AND GUTTER TO REMAIN THROUGHOUT
CONSTRUCTION, DO NOT DISTURB.
WORK NOTES
SCALE IN FEET
20' 40'
SCALE IN FEET
20' 40'
SC
SC
SC
1" = 20'
1" = 20'
CD109
PLL
PLL
PLL
PLL
PLL
PLL
SC
PLL
C
D
SC
SC
SC
SC
SC
25.00
26.00
.0
.0
27.00
27.00
28.00
.0
26.00
.0
27.00
27.00
25.00
25.
.00
24.
.00
.0
.0
23.00
22.00
21.00
21.00
.0
24.0
25.00
22.00
23.00
23.00 24.00
25.00
26.
.0
26.00
22.00
.0 7.
23.00
24.00
25.00
.00
PLL
SC
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
C
E
C
E
C
E
C
E
D
U
N
C
A
N
C
D
C
D
C
D
C
D
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
C1
DEMOLITION PLAN - BIRCH STREET STA. 301+50 TO 306+50
A1
DEMOLITION PLAN - BIRCH STREET STA. 306+50 TO 311+50
PLAN
NORTH
PLAN
NORTH
KEY PLAN
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP110 FOR NEW ROADWAY
PLAN.
DEMO LEGEND
PLL
SC
PLL
SC
SC
SC
SC
1. PROTECT UTILITY AND/OR FEATURES NOT
SPECIFICALLY SHOWN TO BE REMOVED
THROUGHOUT CONSTRUCTION
2. ADJUST STRUCTURE RIM ELEVATION
3. PROTECT FIRE HYDRANT THROUGHOUT
CONSTRUCTION
4. PROTECT LIGHT/UTILITY POLE THROUGHOUT
CONSTRUCTION.
5. WHERE IMPACTING THE ROOT ZONES OF
TREES, PROVIDE ROOT PRUNING BY
CERTIFIED ARBORIST.
PLAN
NORTH
WORK NOTES
SCALE IN FEET
20' 40'
SCALE IN FEET
20' 40'
1" = 20'
1" = 20'
CD110
PLL
PLL
PLL
PLL
C
D
MCHUGH BLVD
STA: 406+56.00
BEGIN PROJECT
STA: 406+77.27
OFF: 26.00' RT
STA: 406+56.35
OFF: 29.63' RT
STA: 406+56.60
OFF: 11.91' LT
STA: 408+37.16
OFF: 12.03' LT
MCHUGH BLVD
STA: 411+91.22
OFF: 78.73' RT
STA: 411+62.22
OFF: 80.28' RT
STA: 414+65.81
OFF: 59.74' LT
STA: 411+59.06
OFF: 26.00' RT
STA: 411+88.95
OFF: 26.00' RT
STA: 412+22.42
OFF: 49.43' RT
STA: 411+35.56
OFF: 53.44' RT
PLL
SC
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
M c
H
U
G
H
CD100
C
D
C
D
C
D
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
C1
DEMOLITION PLAN - MCHUGH BLVD. STA. 405+00 TO 409+75
A1
DEMOLITION PLAN - MCHUGH BLVD. STA. 409+75 TO 414+75
KEY PLAN
DEMO LEGEND
PLL
SC
PLL
PLL
SC
SC
1. PROTECT UTILITY AND/OR FEATURES NOT
SPECIFICALLY SHOWN TO BE REMOVED
THROUGHOUT CONSTRUCTION
2. ADJUST STRUCTURE RIM ELEVATION
3. REMOVE AND/OR RELOCATE SIGN PER
DRAWING CM111 (TYP)
4. REMOVE AND RELOCATE EXISTING LIGHT
POLE. SEE SHEET CP111 FOR NEW LOCATION
AND SHEET C-001 FOR GENERAL NOTES.
5. WHERE IMPACTING THE ROOT ZONES OF
TREES, PROVIDE ROOT PRUNING BY
CERTIFIED ARBORIST.
6. REMOVE AND RELOCATE ELECTRICAL
EQUIPMENT. LOCATION SHALL BE
COORDINATED WITH LOCAL UTILITY COMPANY
AND APPROVED BY THE CONTRACTING
OFFICER (TYP). SEE SHEET CP111 FOR NEW
LOCATION AND SHEET C-001 FOR GENERAL
NOTES.
PLAN
NORTH
WORK NOTES
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP111 FOR NEW ROADWAY
PLAN.
SCALE IN FEET
20' 40'
SCALE IN FEET
20' 40'
1" = 20'
1" = 20'
CD111
PLL
PLL
SC
PLL
PLL
SC
SC
SC
C
D
C
D
SC
SC
MCHUGH BLVD
STA: 420+60.16
END OF PROJECT
STA: 419+80.89
OFF: 16.38' LT
STA: 420+60.16
OFF: 17.95' LT
STA: 420+59.43
OFF: 17.04' RT
MCHUGH BLVD
STA: 417+30.50
OFF: 18.80' RT
PLL
SC
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
M c
H
U
G
H
CD100
C
D
C
D
C
D
C
D
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
C1
DEMOLITION PLAN - MCHUGH BLVD. STA. 416+40 TO 419+00
A1
DEMOLITION PLAN - MCHUGH BLVD. STA. 419+00 TO 424+00
KEY PLAN
DEMO LEGEND
PLL
SC
PLL
PLL
SC
1. PROTECT UTILITY AND/OR FEATURES NOT
SPECIFICALLY SHOWN TO BE REMOVED
THROUGHOUT CONSTRUCTION
2. REMOVE AND/OR RELOCATE SIGN PER
DRAWINGS CM100-CM120 (TYP)
3. REMOVE AND RELOCATE EXISTING LIGHT
POLE. SEE SHEET CP112 FOR NEW LOCATION
AND SHEET C-001 FOR GENERAL NOTES.
4. WHERE IMPACTING THE ROOT ZONES OF
TREES, PROVIDE ROOT PRUNING BY
CERTIFIED ARBORIST.
PLAN
NORTH
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP112 FOR NEW ROADWAY
PLAN.
WORK NOTES
SCALE IN FEET
20' 40'
SCALE IN FEET
20' 40'
SC
1" = 20'
1" = 20'
CD112
PLL
C
D
WALLACE CREEK RD.
WALLACE CREEK RD.
.0
.0
23.00
22.00
21.00 21.00
20.00
20.00 21.00 22.00
STA: 500+61.01
OFF: 67.70' RT
STA: 500+61.01
OFF: 67.70' RT
STA: 500+56.29
OFF: 14.19' LT
STA: 500+65.90
OFF: 47.22' LT
STA: 500+64.06
OFF: 13.52' RT
WALLACE CREEK RD.
22.00
22.00
1.0
.0
.00
.0
20.00 21.00
22.00
19.00
19.00
19.00
19.00 18.00
17.00 16.00
15.00
15.00
16.00 17.00
16.00 14.00
14.00
18.00
18.00
PLL
SC
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
B
I
R
C
H
C
D
C
D
C
D
C
D
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
C1
DEMOLITION PLAN - WALLACE CREEK RD. STA. 500+50 TO 502+50
A1
DEMOLITION PLAN - WALLACE CREEK RD. STA. 502+50 TO 507+50
KEY PLAN
DEMO LEGEND
PLL
SC
SC
PLL
PLL
1. PROTECT UTILITY AND/OR FEATURES NOT
SPECIFICALLY SHOWN TO BE REMOVED
THROUGHOUT CONSTRUCTION
2. ADJUST STRUCTURE RIM ELEVATION
3. REMOVE AND/OR RELOCATE SIGN PER
DRAWING CM113 (TYP)
4. REMOVE AND RELOCATE EXISTING LIGHT
POLE. SEE SHEET CP113 FOR NEW LOCATION
AND SHEET C-001 FOR GENERAL NOTES.
5. CLEAR AND GRUB ALL VEGETATION WITHIN
TREE CLEARING LIMITS SHOWN. PRIOR TO
CLEARING, PRUNE ROOTS AND BRANCHES AT
CLEARING LIMITS TO MINIMIZE IMPACT ON
EXIST TREES TO REMAIN. (TYP)
6. REMOVE FIBER OPTIC WITNESS POST
7. ROADSIDE DITCH IMPROVEMENTS BY
OTHERS. SEE MILCON PROJECT # 1430180.
PLAN
NORTH
WORK NOTES
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP113 FOR NEW ROADWAY
PLAN.
SCALE IN FEET
20' 40'
SCALE IN FEET
20' 40'
1" = 20'
1" = 20'
CD113
C
D
PLL
PLL
PLL
SC
SC
SC
W
A
L
L
A
E
R
E
K
D
13.00
12.00
15.00
.00
STA: 509+55.15
OFF: 11.50' LT
STA: 509+55.15
END PROJECT
STA: 509+54.99
OFF: 14.03' RT
PLL
SC
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
23.0
24.00
24.00
22.00
24.00
STA: 1001+67.50
END PROJECT
STA: 1001+67.39
OFF: 18.37' LT
STA: 1001+67.59
OFF: 16.45' RT
B
I
R
C
H
C
D
C
D
C
D
C
D
C
R
E
E
K
N
E
W
S
E
R
V
I
C
E
R
O
A
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
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
C1
DEMOLITION PLAN - WALLACE CREEK RD. STA. 507+50 TO 511+50
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP114 FOR NEW ROADWAY
PLAN.
DEMO LEGEND
PLL
SC
1. PROTECT UTILITY AND/OR FEATURES NOT
SPECIFICALLY SHOWN TO BE REMOVED
THROUGHOUT CONSTRUCTION
2. REMOVE AND/OR RELOCATE SIGN PER
DRAWING CM114 (TYP)
3. REMOVE AND RELOCATE EXISTING LIGHT
POLE. SEE SHEET CP114 FOR NEW LOCATION
AND SHEET C-001 FOR GENERAL NOTES.
WORK NOTES
SCALE IN FEET
20' 40'
A1
DEMOLITION PLAN - EXCHANGE DRIVEWAY STA. 1000+00 TO 1002+11.55
SCALE IN FEET
20' 40'
PLAN
NORTH
KEY PLAN
KEY PLAN
PLAN
NORTH
SC
PLL
1" = 20'
1" = 20'
CD114
PLL
PLL
C
D
C
D
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
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
PLL
SC
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
10.00
25.00
24.00
23.00
22.00
23.00
.0 021.00
22.00
21.00
20.00
23.00
23.00
.0 0 15.00
PLL
S
E
R
V
I
O
A
D
S
E
R
V
I
A
D
PLL
N: 341392.78
E: 2499248.29
N: 341407.12
E: 2499268.57
N: 341426.88
E: 2499350.59
N: 341420.31
E: 2499450.53
N: 341397.52
E: 2499506.33
N: 341359.72
E: 2499553.89
N: 341305.86
E: 2499598.10
N: 341266.32
E: 2499556.35
PLL
PLL
.00
.0
22.00
10.00
15.00
20.00
10.00
15.00
20.00
25.00
20.00
25.00PLL
SERVICE ROAD
PLL
PLL
SC
SC
N: 341305.86
E: 2499598.10
N: 341266.32
E: 2499556.35
N: 341203.59
E: 2499530.03
N: 341155.35
E: 2499832.42
N: 341140.64
E: 2499875.84
N: 341115.21
E: 2499921.40
N: 341132.79
E: 2499921.58
N: 341125.26
E: 2499964.59
N: 341112.67
E: 2499959.70
P
L
L
PLL
PLL
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
B1
DEMOLITION PLAN - SERVICE RD. STA. 600+90 TO 605+10
A1
DEMOLITION PLAN - SERVICE RD. STA. 605+00 TO 609+00
KEY PLAN
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP115 FOR NEW ROADWAY
PLAN.
DEMO LEGEND
SC
1. PROTECT UTILITY AND/OR FEATURES NOT
SPECIFICALLY SHOWN TO BE REMOVED
THROUGHOUT CONSTRUCTION
2. REMOVE STORM STRUCTURE
3. REMOVE CONCRETE CURBING AND BASE
4. PROTECT LIGHT/UTILITY POLE THROUGHOUT
CONSTRUCTION.
5. CLEAR AND GRUB ALL VEGETATION WITHIN
TREE CLEARING LIMITS SHOWN. PRIOR TO
CLEARING, PRUNE ROOTS AND BRANCHES AT
CLEARING LIMITS TO MINIMIZE IMPACT ON
EXIST TREES TO REMAIN. (TYP)
WORK NOTES
1" = 20'
1" = 20'
CD115
SCALE IN FEET
20' 40'
SCALE IN FEET
20' 40'
C
D
REMOVE EXISTING
RIP-RAP
RIPR-RAP TO BE REMOVED
.00
20.00
15.00
15.00
20.00
25.00
25.00
12.00
15.00
15.00
20.00
20.00
24.00
12.00
12.00
.0
15.0016.00
15.00
20.00
SERVICE ROAD
P
L
L
N: 341115.21
E: 2499921.40
N: 341132.79
E: 2499921.58
N: 341125.26
E: 2499964.59
N: 341112.67
E: 2499959.70
N: 341084.84
E: 2499982.81
N: 341008.76
E: 2500059.38
N: 340985.53
E: 2500097.56
N: 340943.55
E: 2500132.70
N: 340924.45
E: 2500153.32
C D
P
L
L
15.00 16.00
15.00
20.00
20.00
16.00
16.00
19.00
.0
.0
19.00
.0
.0
.0
21.00
22.00
23.00
24.00
25.00
20.00
19.00
16.00
S
E
R
V
I
A
D
N: 340695.98
E: 2500349.87
N: 340698.43
E: 2500357.05
N: 340704.11
E: 2500360.40
N: 340619.00
E: 2500518.78
N: 340603.81
E: 2500548.79
N: 340591.59
E: 2500564.52
PLL
SC
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
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
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
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
C1
DEMOLITION PLAN - SERVICE RD. STA. 609+00 TO 613+50
A1
DEMOLITION PLAN - SERVICE RD. STA. 613+50 TO 617+35
KEY PLAN
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP116 FOR NEW ROADWAY
PLAN.
DEMO LEGEND
PLL
PLL
PLL
PLL
PLL
PLL
1. PROTECT UTILITY AND/OR FEATURES NOT
SPECIFICALLY SHOWN TO BE REMOVED
THROUGHOUT CONSTRUCTION
2. REMOVE CHAIN LINK FENCE AND POSTS
3. CLEAR AND GRUB ALL VEGETATION WITHIN
TREE CLEARING LIMITS SHOWN. PRIOR TO
CLEARING, PRUNE ROOTS AND BRANCHES AT
CLEARING LIMITS TO MINIMIZE IMPACT ON
EXIST TREES TO REMAIN. (TYP)
4. REMOVAL AND RELOCATE ELECTRICAL
EQUIPMENT. LOCATION SHALL BE
COORDINATED WITH LOCAL UTILITY COMPANY
AND APPROVED BY THE CONTRACTING
OFFICER (TYP). SEE SHEET CP116 FOR NEW
LOCATION AND SHEET C-001 FOR GENERAL
NOTES.
5. REMOVE CONCRETE SLUICE GATE AND
RESTORE AREA WITH RIPRAP STONE TO
MATCH EXISTING RIPRAP STONE AND KIND.
6. REMOVE STORM DRAIN PIPE.
WORK NOTES
SCALE IN FEET
20' 40'
SCALE IN FEET
20' 40'
1" = 20'
1" = 20'
CD116
C
D
PLL
PLL
PLL
STA: 701+94.32
OFF: 4.36' RT
STA: 701+94.34
OFF: 14.50' LT
STA: 701+74.28
OFF: 37.79' LT
STA: 701+75
BEGIN PROJECT
HOLCOMB BLVD.
16.00
STA: 711+02.19
OFF: 35.08' LT
STA: 708+79.45
OFF: 72.38' LT
STA: 709+25.33
OFF: 55.16' LT
STA: 707+63.66
OFF: 13.35' LT
STA: 707+66.72
OFF: 6.19' LT
STA: 707+56.38
OFF: 5.00' RT
STA: 707+49.20
OFF: 6.24' RT
STA: 707+36.19
OFF: 7.51' LT
STA: 707+37.09
OFF: 13.33' LT
STA: 707+09.17
OFF: 43.76' LT
STA: 711+02.30
END PROJECT
HOLCOMB BLVD.
PLL
SC
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
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
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
C
D
24.00
26.00
26.00
25.00
25.00
25.00
25.00
25.00
STA: 704+01.87
OFF: 46.52' RT
STA: 704+54.72
OFF: 35.97' LT
STA: 704+54.79
OFF: 47.00' LT
STA: 704+60.41
OFF: 59.49' LT
STA: 706+23.26
OFF: 48.99' LT
STA: 706+39.62
OFF: 71.32' LT
HOLCOMB BLVD.
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
C1
DEMOLITION PLAN - HOLCOMB BLVD. STA. 701+50 TO 702+06 AND 703+75 TO 706+50
A1
DEMOLITION PLAN - HOLCOMB BLVD. STA. 706+50 TO 711+02.30
KEY PLAN
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP117 FOR NEW ROADWAY
PLAN.
DEMO LEGEND
PLL
PLL
PLL
SC
SC
SC
1. PROTECT UTILITY AND/OR FEATURES NOT
SPECIFICALLY SHOWN TO BE REMOVED
THROUGHOUT CONSTRUCTION
2. REMOVE CONCRETE CURBING AND BASE
3. REMOVE STORM STRUCTURE
4. REMOVE AND/OR RELOCATE SIGN PER
DRAWING CM117 (TYP)
5. REMOVE STORM DRAIN PIPE (TYP)
6. REMOVE AND RELOCATE ELECTRICAL
EQUIPMENT. LOCATION SHALL BE
COORDINATED WITH LOCAL UTILITY COMPANY
AND APPROVED BY THE CONTRACTING
OFFICER (TYP). SEE SHEET CP117 FOR NEW
LOCATION AND SHEET C-001 FOR GENERAL
NOTES.
PLAN
NORTH
WORK NOTES
PLL
SC
SC
SC
SC
1" = 20'
1" = 20'
CD117
SC
PLL
PLL
PLL
PLL
C
D
SC
PLL
21.00
25.00
.0
25.
26.00 25.0
24.00
DUNCAN STREET
STA: 800+74.95
OFF: 63.54' LT
STA: 800+71.95
OFF: 66.50' LT
STA: 801+17.99
OFF: 11.00' LT
STA: 801+17.99
OFF: 20.00' LT
STA: 800+75.01
OFF: 12.26' RT
STA: 802+01.20
OFF: 14.00' RT
STA: 800+74.60
BEGIN PROJECT
SC
PLL
SC
SC
SC
.00
25.00
26.00
27.00
28.00
30.00
28.00
.00
26.00
26.00
27.00
28.00
26.00
27.00
28.00
DUNCAN STREET
STA: 808+14.91
OFF: 11.00' LT
STA: 808+14.91
OFF: 20.00' LT
STA: 804+47.73
OFF: 32.06' RT
STA: 804+20.66
OFF: 14.00' RT
PLL
PLL
PLL
PLL
SC
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
D
U
N
C
A
N
C
D
C
D
C
D
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
KEY PLAN
C1
DEMOLITION PLAN - DUNCAN ST. STA. 800+50 TO 804+00
A1
PLAN
NORTH
PLAN
NORTH
DEMOLITION PLAN - DUNCAN ST. STA. 804+00 TO 808+50
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP118 FOR NEW ROADWAY
PLAN.
DEMO LEGEND
1. PROTECT UTILITY AND/OR FEATURES NOT
SPECIFICALLY SHOWN TO BE REMOVED
THROUGHOUT CONSTRUCTION
2. SAWCUT AND REMOVE PAVEMENT
3. EXISTING STRUCTURE TO REMAIN; ADJUST TO
FINAL GRADE.
4. PROTECT LIGHT/UTILITY POLE THROUGHOUT
CONSTRUCTION.
5. EXISTING VALVE TO REMAIN; ADJUST TO FINAL
GRADE.
6. RESET CONTROL POINT.
PLAN
NORTH
PLAN
NORTH
WORK NOTES
SCALE IN FEET
20' 40'
SCALE IN FEET
20' 40'
PLL
1" = 20'
1" = 20'
CD118
PLL
PLL
C
D
PLL
SC
SC
SC
30.00
29.00
31.00
29.00
28.00
.0
28.00
29.00
27.0
27.00 28.00
28.00
28.00
29.00 30.00
31.00 32.00
DUNCAN STREET
STA: 808+65.63
OFF: 17.09' LT
STA: 808+52.91
OFF: 29.07' LT
STA: 809+13.56
OFF: 59.15' LT
STA: 808+52.91
OFF: 63.89' LT
STA: 808+56.95
OFF: 67.89' LT
STA: 809+06.75
OFF: 67.47' LT
STA: 809+22.37
OFF: 68.32' LT
STA: 810+06.51
OFF: 63.66' LT
STA: 810+02.51
OFF: 67.66' LT
STA: 809+43.34
OFF: 59.85' LT
STA: 809+50.29
OFF: 67.66' LT
STA: 809+94.51
OFF: 17.00' LT
STA: 810+44.51
OFF: 11.00' LT
STA: 810+06.51
OFF: 29.00' LT
STA: 810+44.51
OFF: 20.00' LT
STA: 812+60.88
OFF: 12.18' LT
STA: 812+60.78
OFF: 21.18' LT
STA: 813+15.81
OFF: 17.78' LT
STA: 813+03.68
OFF: 29.65' LT
STA: 813+03.30
OFF: 65.01' LT
STA: 813+07.26
OFF: 69.05' LT
PLL
SC
SC
PLL
PLL
SC
29.00
.00
31.00
32.00
30.00
30.
30.00
29.00
30.00
30.00
30.00
30.00
DUNCAN STREET
STA: 813+66.59
OFF: 61.51' LT
STA: 813+59.57
OFF: 69.41' LT
PLL
PLL
SC
SC
PLL
SC
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
D
U
N
C
A
N
C
D
C
D
C
D
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
KEY PLAN
C1
DEMOLITION PLAN - DUNCAN ST. STA. 808+50 TO 813+50
A1
PLAN
NORTH
PLAN
NORTH
DEMOLITION PLAN - DUNCAN ST. STA. 813+50 TO 818+00
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP119 FOR NEW ROADWAY
PLAN.
DEMO LEGEND
1. PROTECT UTILITY AND/OR FEATURES NOT
SPECIFICALLY SHOWN TO BE REMOVED
THROUGHOUT CONSTRUCTION
2. SAWCUT AND REMOVE PAVEMENT
3. EXISTING STRUCTURE TO REMAIN; ADJUST TO
FINAL GRADE.
4. PROTECT LIGHT/UTILITY POLE THROUGHOUT
CONSTRUCTION.
5. RELOCATE FIRE HYDRANT 3' FROM EDGE OF
PROPOSED PAVEMENT.
6. REMOVE EXISTING STEAM PIPE. (TYP)
7. EXISTING VALVE TO REMAIN; ADJUST TO FINAL
GRADE.
8. REMOVE EXISTING STEAM VAULT.
9. PROTECT FIRE HYDRANT THROUGHOUT
CONSTRUCTION.
PLAN
NORTH
PLAN
NORTH
PLAN
NORTH
WORK NOTES
SCALE IN FEET
20' 40'
SCALE IN FEET
20' 40'
1" = 20'
1" = 20'
CD119
C
D
STRUCTURE TO BE REMOVED
TREE/SHRUB TO BE REMOVED
PAVEMENT SAWCUT LINE
UTILITY/FENCE TO BE REMOVED
MILL 1-1/2" MIN. ASPHALT PAVEMENT
PROJECT LIMIT LINE /
LIMIT OF DISTURBANCE
DENSELY VEGETATED
AREA TO BE REMOVED
ASPHALT REMOVAL
CONCRETE REMOVAL
CURB & GUTTER REMOVAL
DUCAN
D
U
N
C
A
N
C
D
C
D
C D
C D
29.00
.00
29.00
.0
.0
.0
.0
30.00
30.00
29.00
29.0
.00
29.
28.
DUNCAN STREET
STA: 820+97.75
OFF: 50.52' RT
STA: 820+97.81
END PROJECT
STA: 820+97.66
OFF: 51.30' 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
KEY PLAN
C1
DEMOLITION PLAN - DUNCAN ST. STA. 818+00 TO 820+97.81
PLAN
NORTH
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY
NOTES AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET C-001 FOR DEMOLITION NOTES.
3. SEE SHEETS CP120 FOR NEW ROADWAY
PLAN.
DEMO LEGEND
1. PROTECT UTILITY AND/OR FEATURES NOT
SPECIFICALLY SHOWN TO BE REMOVED
THROUGHOUT CONSTRUCTION
2. PROTECT LIGHT/UTILITY POLE THROUGHOUT
CONSTRUCTION.
PLAN
NORTH
PLAN
NORTH
PLAN
NORTH
PLAN
NORTH
WORK NOTES
SCALE IN FEET
20' 40'
1" = 20'
CD120
PLL
PLL
PLL
PLL
C D
10.00
15.00
20.00
19.00
19.00
18.00
18.00
19.00
15.00
19.
21.00
19.0
18.00
.0
20.00
20.00
20.00
R
C P
CIP
SF
SF
SF
SF
OP
CROSS STREET
SF
SF
PS
PS
PS
C
R
O
B/M
STA: 203+54.82
BEGIN PROJECT
20.00
18.00
20.00
20.00 19.00
18.00
19.00 19.00
.0
1.0
.0
.0
.0
21.00
23.00
22.00
23.
.0
22.
23.
23.00
22.0
1.0
.0
21.00
21.00
18.00
17.00 23.00
23.00
.0
21.00
19.00 18.00
18.00
21.00
19.0
19.00
15"RCP
"R
C P
R
C
P
R
C
P
R
C
P
IP
SF
SF
SF
CD
IP
CIP
OP
CIP
OP
CIP
SF
B/M
PS
B/M
PS
B/M
PS
B/M
PS
B/M
PS
CROSS STREET
M C
H U
G
B
L V
D
B
IR
C H
S T
R E
E T
SF
PS
SOIL
STABILIZATION
BLANKET
B/M
CONCRETE
WASH AREA
SF
CE
CWA
IP
OUTLET
PROTECTION
SPEC 6.41
OP
CHECK DAM
SPEC 6.87
CD
PERMANENT
SODDING
PS
PS
B/M
4" TOPSOIL AND CENTIPEDE SOD
LIMIT OF DISTURBANCE
INLET
PROTECTION
SPEC 6.52
CONSTRUCTION
ENTRANCE
SPEC 6.06
SILT FENCE
TITLE KEY SYMBOL
CULVERT INLET
PROTECTION
CIP
A2
CC502
A3
CC501
A4
CC505
A1
CC501
A4
CC503
A1
CC503
A4
CC504
B2
CC504
DETAIL
DRAINAGE FLOW ARROW
M c
H
U
G
H
C
C
C
C
C
C
C
C
2 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
C1
EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 203+00 TO 207+50
PLAN
NORTH
A1
EROSION AND SEDIMENT CONTROL PLAN - BIRCH STREET STA. 207+50 TO 212+50
PLAN
NORTH
PLAN
NORTH
KEY PLAN
GENERAL NOTES
1. SEE SHEET C-023 TO C-026 FOR SURVEY NOTES
AND C-002 FOR SURVEY LEGEND.
2. SEE SHEET CC500 FOR EROSION AND
SEDIMENT CONTROL NOTES.
3. SEE SHEETS CP100 FOR NEW ROADWAY PLAN.
4. ALL AREAS OF DISTURBANCE OUTSIDE THE
LIMITS OF NEW PAVEMENT SHALL BE
PERMANENTLY RESTORED WITH 4 INCHES OF
TOPSOIL AND PERMANENT SOD. EROSION
CONTROL BLANKET SHALL BE USED
WHEREVER FINISHED GRADE SLOPE IS 3H:1V
OR GREATER.
5. EROSION AND SEDIMENT CONTROL FOR
UTILITY CONSTRUCTION SHALL BE PROVIDED IN
ACCORDANCE WITH APPROVED PLANS. UTILITY
CONSTRUCTION SHALL ONLY BE FOR AREAS
WITHIN THE DELINEATED LIMIT OF
DISTURBANCE. WHEN SAME DAY
STABILIZATION IS APPROVED:
A. EXCAVATED TRENCH MATERIAL SHALL BE
PLACED ON THE HIGH SIDE OF THE TRENCH.
B. TRENCHES FOR UTILITY INSTALLATION SHALL
BE BACKFILLED, COMPACTED, AND
STABILIZED AT THE END OF EACH WORKING
DAY.
6. FOLLOWING INITIAL SOIL DISTURBANCE OR
RE-DISTURBANCE, PERMANENT OR
TEMPORARY STABILIZATION SHALL BE
COMPLETED WITHIN:
A. THREE (3) CALENDAR DAYS AS TO THE
SURFACE OF ALL PERIMETER CONTROLS,
DITCHES AND SLOPES 3H:1V OR STEEPER;
AND
B. SEVEN (7) CALENDAR DAYS IF DISTURBED
AREAS ARE NOT UNDER ACTIVE GRADING.
LEGEND
SCALE IN FEET
20' 40'
SCALE IN FEET
20' 40'
1" = 20'
1" = 20'
CC100
C
C
DRAINAGE WORK BY
OTHERS N.I.C.
| CD109 - DEMOLITION PLAN - STA 292+50 TO 301+50 |
| CD110 - DEMOLITION PLAN - STA 301+50 TO 311+50 |
| CD111 - DEMOLITION PLAN - STA 405+00 TO 414+75 |
| CD112 - DEMOLITION PLAN - STA 416+40 TO 420+60.16 |
| CD113 - DEMOLITION PLAN - STA 500+50 TO 507+50 |
| CD114 - DEMOLITION PLAN - STA 507+50 TO 509+55.15 |
| CD115 - DEMOLITION PLAN - STA 600+90 TO 609+00 |
| CD116 - DEMOLITION PLAN - STA 609+00 TO 617+35 |
| CD117 - DEMOLITION PLAN - STA 701+50 TO 711+02.30 |
| CD118 - DEMOLITION PLAN - STA 800+50 TO 808+50 |
| CD119 - DEMOLITION PLAN - STA 808+50 TO 818+00 |
| CD120 - DEMOLITION PLAN - STA 818+00 TO 820+97.81 |
| CC100 - EROSION AND SEDIMENT CONTROL PLAN - STA 203+00 TO 212+50 |
2020-06-12T09:32:22-0400
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2020-06-12T09:32:36-0400
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2020-06-12T09:32:57-0400
| 2020-06-19T11:34:22-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:34:42-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:34:43-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:36:25-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:36:26-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:36:27-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:36:28-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:36:29-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:36:30-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:36:32-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:36:33-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:36:34-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:36:35-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:39:32-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:01-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:02-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:04-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:05-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:06-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:07-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:09-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:10-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:11-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:13-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:14-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T11:40:15-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
File details come from the government source that posted it. Updated .