1374744dwg17of27_Vol2-Sht 232-240.pdf
PDF 20 MB Posted
- Solicitation number
- N4008519R9146
About this file
This document provides details on 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. The closing date is not specified in this document.
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
704+00 705+00 706+00
+83.75
+83.70
HOLCOMB BOULEVARD
B L D
G
D R
I V
E
+37.19
+54.72
HOLCOMB BOULEVARD
707+00 708+00 709+00 710+00 711+00
+02.18
+12.33
+21.10
+96.14
+71.47
+94.10
+12.31
+48.25 +56.58
+48.78
+65.83
R5.0'
R44.6'
R45.5'
STA. 707+57 +/-
R6-1R 36"X12"
STA. 707+45 +/-
R1-1 30"X30"
+02.33
C
S
X
C
R
E
E
K
S
E
R
V
I
C
E
R
O
A
D
H
O
L
C
O
M
B
B
I
R
C
H
S
T
R
E
E
T
C
M
C
M
C
M
C
M
C
M
C
M
701+00 702+00
+93.06
+95.09
+74.30
HOLCOMB BOULEVARD
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
WORK NOTES
T2 WHITE STOP BAR (24")
T3 WHITE CROSSWALK LINE (24")
TA WHITE EDGE LINE (4")
TB YELLOW EDGE LINE (4")
TC 10' WHITE SKIP (4")
TD 3FT-9FT SP WHITE MINISKIP (4")
TE WHITE SOLID LINE (4")
TI YELLOW DBL CENTER LINE (4")
TK 3FT-9FT SP WHITE MINISKIP (8")
TO WHITE DIAGONAL (8")
TP YELLOW DIAGONAL (8")
UA LEFT TURN ARROW
UB RIGHT TURN ARROW
UC STRAIGHT ARROW
UD COMB. STRT & LT TURN ARROW
UE COMB. STRT & RT TURN ARROW
UF COMB. LT TURN & RT TURN
ARROW
UH ACCESSIBLE PARKING SPACE
SYMBOL
UI ALPHANUMERIC CHARACTER
UJ COMB. STRT. & LT & RT TURN
ARROW
UP MERGE ARROW
UR RAILROAD RXR SYMBOL
FOR REF. ITEMS ABOVE, SEE DETAILS
SHEETS CM500 - CM506.
SIGNING & PAVEMENT MARKING PLAN - HOLCOMB BLVD. STA. 700+50 TO 706+50
PLAN
NORTH
GENERAL NOTES
1. SEE SHEET C001 AND C002 FOR CIVIL NOTES
AND LEGEND.
2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC
SIGNAL PLANS.
3. REMOVE ALL CONFLICTING EXISTING
MARKINGS AND SIGNS WITHIN THE
CONSTRUCTION AREA.
4. TIE PROPOSED PAVEMENT MARKING LINES TO
EXISTING PAVEMENT MARKING LINES.
5. STOP BAR LOCATIONS AT NON-SIGNALIZED
INTERSECTIONS MAY BE ADJUSTED AS
DIRECTED BY THE ENGINEER.
6. RAISED SNOWPLOWABLE MARKERS ARE TO
BE USED FOR THIS PROJECT AND SPACED
ACCORDING TO NCDOT STD. 1250.1 AND
1253.01.
7. ALL PAVEMENT MARKINGS ARE TO BE
THERMOPLASTIC AND ADHERE TO NCDOT
2018 STANDARD SPECIFICATIONS.
8. STATIONING IS PROVIDED FOR POSITIONING
OF PROPOSED AND RELOCATED SIGNS,
UNLESS OTHERWISE DIRECTED BY THE
CONTRACTING OFFICER. PER NCDOT STD.
DETAIL 904.50, LATERAL POSITIONING OF THE
SIGN SHALL PROVIDE 6-FEET OF MINIMUM
CLEARANCE FROM THE TRAVEL LANE, AND
VERTICAL CLEARANCE TO BOTTOM OF THE
SIGN SHALL BE A MINIMUM OF 7-FEET.
SIGNING & PAVEMENT MARKING PLAN - HOLCOMB BLVD. STA. 706+50 TO 711+50
PLAN
NORTH
C1
A1
KEY PLAN
PLAN
NORTH
SCALE: 1" = 20'
FEET
0 20 40
SCALE: 1" = 20'
FEET
0 20 40
1" = 20'
1" = 20'
CM117
DUNCAN STREET
+17.85
+74.05
+17.75
801+00 802+00 803+00 804+00
STA. 801+20 +/-
R1-1 30"X30"
R5-1 30"X30"
STA. 800+65 +/-
R1-1 30"X30"
R5-1 30"X30"
DUNCAN STREET
+88.77
+24.85
+24.89
+88.81
+79.59
+79.63
+79.59
804+00 805+00 806+00 807+00 808+00
T
Y
P
T Y
P
T
Y
P
T
Y P
STA. 804+92 +/-
R1-1 30"X30"
STA. 806+18 +/-
R1-1 30"X30"
+72.55
+89.87 +01.27
+14.96
P A
R K
I N
G
L
O T
D R
I V
E
B L
D G
D R
I V
E
+36.54
+01.81
+26.69
+74.24
D
U
N
C
A
N
C
M
C
M
C
M
C
M
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
WORK NOTES
T2 WHITE STOP BAR (24")
T3 WHITE CROSSWALK LINE (24")
TA WHITE EDGE LINE (4")
TB YELLOW EDGE LINE (4")
TC 10' WHITE SKIP (4")
TD 3FT-9FT SP WHITE MINISKIP (4")
TE WHITE SOLID LINE (4")
TI YELLOW DBL CENTER LINE (4")
TK 3FT-9FT SP WHITE MINISKIP (8")
TO WHITE DIAGONAL (8")
TP YELLOW DIAGONAL (8")
UA LEFT TURN ARROW
UB RIGHT TURN ARROW
UC STRAIGHT ARROW
UD COMB. STRT & LT TURN ARROW
UE COMB. STRT & RT TURN ARROW
UF COMB. LT TURN & RT TURN
ARROW
UH ACCESSIBLE PARKING SPACE
SYMBOL
UI ALPHANUMERIC CHARACTER
UJ COMB. STRT. & LT & RT TURN
ARROW
UP MERGE ARROW
UR RAILROAD RXR SYMBOL
FOR REF. ITEMS ABOVE, SEE DETAILS
SHEETS CM500 - CM506.
SIGNING & PAVEMENT MARKING PLAN - DUNCAN ST. STA. 800+50 TO 804+00
PLAN
NORTH
GENERAL NOTES
1. SEE SHEET C001 AND C002 FOR CIVIL NOTES
AND LEGEND.
2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC
SIGNAL PLANS.
3. REMOVE ALL CONFLICTING EXISTING
MARKINGS AND SIGNS WITHIN THE
CONSTRUCTION AREA.
4. TIE PROPOSED PAVEMENT MARKING LINES TO
EXISTING PAVEMENT MARKING LINES.
5. STOP BAR LOCATIONS AT NON-SIGNALIZED
INTERSECTIONS MAY BE ADJUSTED AS
DIRECTED BY THE ENGINEER.
6. RAISED SNOWPLOWABLE MARKERS ARE TO
BE USED FOR THIS PROJECT AND SPACED
ACCORDING TO NCDOT STD. 1250.1 AND
1253.01.
7. ALL PAVEMENT MARKINGS ARE TO BE
THERMOPLASTIC AND ADHERE TO NCDOT
2018 STANDARD SPECIFICATIONS.
8. STATIONING IS PROVIDED FOR POSITIONING
OF PROPOSED AND RELOCATED SIGNS,
UNLESS OTHERWISE DIRECTED BY THE
CONTRACTING OFFICER. PER NCDOT STD.
DETAIL 904.50, LATERAL POSITIONING OF THE
SIGN SHALL PROVIDE 6-FEET OF MINIMUM
CLEARANCE FROM THE TRAVEL LANE, AND
VERTICAL CLEARANCE TO BOTTOM OF THE
SIGN SHALL BE A MINIMUM OF 7-FEET.
SIGNING & PAVEMENT MARKING PLAN - DUNCAN ST. STA. 804+00 TO 808+50
PLAN
NORTH
C1
A1
KEY PLAN
PLAN
NORTH
SCALE: 1" = 20'
FEET
0 20 40
SCALE: 1" = 20'
FEET
0 20 40
1" = 20'
1" = 20'
CM118
+83.44
+08.84
+75.63
+77.24 +99.37 +55.70
+44.54
+05.51
+68.16
+04.46
+04.72
R50.0'
+53.91
809+00 810+00 811+00
812+00
813+00
12.0'
11.5'
+48.37
+65.86
+30.49
+43.33
B L D
G
D R
I V
E
P A
R K
I N
G
L O
T
D R
I V
E
H I C
K O
R Y
S T
R E
E T
STA. 810+02 +/-
R1-1 30"X30"
R5-1 30"X30"
STA. 810+46 +/-
R1-1 30"X30"
R5-1 30"X30"
STA. 810+46 +/-
R1-1 30"X30"
STA. 810+46 +/-
R1-1 30"X30"
STA. 808+93 +/-
R1-1 30"X30"
10.0'
10.0'
+56.42
+96.14
+28.19
DUNCAN STREET
+33.39
+71.36
+71.36
+74.38 +53.51
+64.12
R50.0'
814+00
815+00
+04.45
+53.98
+37.11
+16.33
+27.16
+50.85
P A
R K
I N
G
L
O T
D R
I V
E
P A
R K
I N
G
L O
T
D R
I V
E
M U
L B
E R
R Y
S T
R E
E T
STA. 814+30 +/-
R1-1 30"X30"
STA. 815+53 +/-
R1-1 30"X30"
T
A
N
K
X
I N
G
STA. 813+53 +/-
R1-1 30"X30"
+83.87
+56.97
+05.69
+71.77
+33.41
D
U
N
C
A
N
C
M
C
M
C M
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
WORK NOTES
T2 WHITE STOP BAR (24")
T3 WHITE CROSSWALK LINE (24")
TA WHITE EDGE LINE (4")
TB YELLOW EDGE LINE (4")
TC 10' WHITE SKIP (4")
TD 3FT-9FT SP WHITE MINISKIP (4")
TE WHITE SOLID LINE (4")
TI YELLOW DBL CENTER LINE (4")
TK 3FT-9FT SP WHITE MINISKIP (8")
TO WHITE DIAGONAL (8")
TP YELLOW DIAGONAL (8")
UA LEFT TURN ARROW
UB RIGHT TURN ARROW
UC STRAIGHT ARROW
UD COMB. STRT & LT TURN ARROW
UE COMB. STRT & RT TURN ARROW
UF COMB. LT TURN & RT TURN
ARROW
UH ACCESSIBLE PARKING SPACE
SYMBOL
UI ALPHANUMERIC CHARACTER
UJ COMB. STRT. & LT & RT TURN
ARROW
UP MERGE ARROW
UR RAILROAD RXR SYMBOL
FOR REF. ITEMS ABOVE, SEE DETAILS
SHEETS CM500 - CM506.
SIGNING & PAVEMENT MARKING PLAN - DUNCAN ST. STA. 808+50 TO 813+50
PLAN
NORTH
GENERAL NOTES
1. SEE SHEET C001 AND C002 FOR CIVIL NOTES
AND LEGEND.
2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC
SIGNAL PLANS.
3. REMOVE ALL CONFLICTING EXISTING
MARKINGS AND SIGNS WITHIN THE
CONSTRUCTION AREA.
4. TIE PROPOSED PAVEMENT MARKING LINES TO
EXISTING PAVEMENT MARKING LINES.
5. STOP BAR LOCATIONS AT NON-SIGNALIZED
INTERSECTIONS MAY BE ADJUSTED AS
DIRECTED BY THE ENGINEER.
6. RAISED SNOWPLOWABLE MARKERS ARE TO
BE USED FOR THIS PROJECT AND SPACED
ACCORDING TO NCDOT STD. 1250.1 AND
1253.01.
7. ALL PAVEMENT MARKINGS ARE TO BE
THERMOPLASTIC AND ADHERE TO NCDOT
2018 STANDARD SPECIFICATIONS.
8. STATIONING IS PROVIDED FOR POSITIONING
OF PROPOSED AND RELOCATED SIGNS,
UNLESS OTHERWISE DIRECTED BY THE
CONTRACTING OFFICER. PER NCDOT STD.
DETAIL 904.50, LATERAL POSITIONING OF THE
SIGN SHALL PROVIDE 6-FEET OF MINIMUM
CLEARANCE FROM THE TRAVEL LANE, AND
VERTICAL CLEARANCE TO BOTTOM OF THE
SIGN SHALL BE A MINIMUM OF 7-FEET.
SIGNING & PAVEMENT MARKING PLAN - DUNCAN ST. STA. 813+50 TO 818+00
PLAN
NORTH
C1
A1
KEY PLAN
PLAN
NORTH
SCALE: 1" = 20'
FEET
0 20 40
SCALE: 1" = 20'
FEET
0 20 40
1" = 20'
1" = 20'
CM119
+64.16
+74.16
+14.87
+24.31
+24.30
+84.31
+84.16
+36.59
818+00 819+00 820+00 821+00 822+00 823+00
+73.73 +24.23
+40.77
+64.04
+61.63
+44.63
+55.41
+25.26
+12.33
+47.12
+26.05
+55.73
+93.10
LYMAN ROAD
S N
E A
D S
F
E R
R Y
R O
A D
D
U
N
C
A
N
C
M
C
M
C M
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
WORK NOTES
T2 WHITE STOP BAR (24")
T3 WHITE CROSSWALK LINE (24")
TA WHITE EDGE LINE (4")
TB YELLOW EDGE LINE (4")
TC 10' WHITE SKIP (4")
TD 3FT-9FT SP WHITE MINISKIP (4")
TE WHITE SOLID LINE (4")
TI YELLOW DBL CENTER LINE (4")
TK 3FT-9FT SP WHITE MINISKIP (8")
TO WHITE DIAGONAL (8")
TP YELLOW DIAGONAL (8")
UA LEFT TURN ARROW
UB RIGHT TURN ARROW
UC STRAIGHT ARROW
UD COMB. STRT & LT TURN ARROW
UE COMB. STRT & RT TURN ARROW
UF COMB. LT TURN & RT TURN
ARROW
UH ACCESSIBLE PARKING SPACE
SYMBOL
UI ALPHANUMERIC CHARACTER
UJ COMB. STRT. & LT & RT TURN
ARROW
UP MERGE ARROW
UR RAILROAD RXR SYMBOL
FOR REF. ITEMS ABOVE, SEE DETAILS
SHEETS CM500 - CM506.
SIGNING & PAVEMENT MARKING PLAN - DUNCAN ST. STA. 818+00 TO 823+00
PLAN
NORTH
GENERAL NOTES
1. SEE SHEET C001 AND C002 FOR CIVIL NOTES
AND LEGEND.
2. SEE SHEETS CZ100 TO CZ109 FOR TRAFFIC
SIGNAL PLANS.
3. REMOVE ALL CONFLICTING EXISTING
MARKINGS AND SIGNS WITHIN THE
CONSTRUCTION AREA.
4. TIE PROPOSED PAVEMENT MARKING LINES TO
EXISTING PAVEMENT MARKING LINES.
5. STOP BAR LOCATIONS AT NON-SIGNALIZED
INTERSECTIONS MAY BE ADJUSTED AS
DIRECTED BY THE ENGINEER.
6. RAISED SNOWPLOWABLE MARKERS ARE TO
BE USED FOR THIS PROJECT AND SPACED
ACCORDING TO NCDOT STD. 1250.1 AND
1253.01.
7. ALL PAVEMENT MARKINGS ARE TO BE
THERMOPLASTIC AND ADHERE TO NCDOT
2018 STANDARD SPECIFICATIONS.
8. STATIONING IS PROVIDED FOR POSITIONING
OF PROPOSED AND RELOCATED SIGNS,
UNLESS OTHERWISE DIRECTED BY THE
CONTRACTING OFFICER. PER NCDOT STD.
DETAIL 904.50, LATERAL POSITIONING OF THE
SIGN SHALL PROVIDE 6-FEET OF MINIMUM
CLEARANCE FROM THE TRAVEL LANE, AND
VERTICAL CLEARANCE TO BOTTOM OF THE
SIGN SHALL BE A MINIMUM OF 7-FEET.
PLAN
NORTH
C1
KEY PLAN
SCALE: 1" = 20'
FEET
0 20 40
1" = 20'
CM120
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
NOT TO SCALE
C1
MOUNTING OF TYPE 'D' 'E' AND 'F' SIGNS ON 'U' CHANNEL POSTS DETAIL
NOT TO SCALE
C3
MOUNTING OF TYPE 'D' 'E' AND 'F' SIGNS ON 'U' CHANNEL POSTS DETAIL
NOT TO SCALE
A1
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
A3
PAVEMENT MARKINGS DETAIL
CM500
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
NOT TO SCALE
C1
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
C3
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
A1
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
A3
PAVEMENT MARKINGS DETAIL
CM501
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
NOT TO SCALE
C1
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
C3
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
A1
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
A3
PAVEMENT MARKINGS DETAIL
CM502
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
NOT TO SCALE
C1
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
C3
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
A1
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
A3
PAVEMENT MARKINGS DETAIL
CM503
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
NOT TO SCALE
C1
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
C3
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
A1
PAVEMENT MARKINGS DETAIL
NOT TO SCALE
A3
PAVEMENT MARKINGS DETAIL
CM504
| CM117 - SIGNING & PAVEMENT MARKING PLANS - 700+50 TO 711+50 |
| CM118 - SIGNING & PAVEMENT MARKING PLANS - 800+50 TO 808+50 |
| CM119 - SIGNING & PAVEMENT MARKING PLANS - 808+50 TO 818+00 |
| CM120 - SIGNING & PAVEMENT MARKING PLANS - 818+00 TO 821+00 |
| CM500 - SIGNING & PAVEMENT MARKING PLANS DETAILS |
| CM501 - SIGNING & PAVEMENT MARKING PLANS DETAILS |
| CM502 - SIGNING & PAVEMENT MARKING PLANS DETAILS |
| CM503 - SIGNING & PAVEMENT MARKING PLANS DETAILS |
| CM504 - SIGNING & PAVEMENT MARKING PLANS DETAILS |
2020-06-12T10:16:29-0400
2020-06-12T10:16:38-0400
2020-06-12T10:16:39-0400
2020-06-12T10:16:39-0400
2020-06-12T10:16:41-0400
2020-06-12T10:16:42-0400
2020-06-12T10:16:44-0400
2020-06-12T10:16:44-0400
2020-06-12T10:16:46-0400
| 2020-06-19T15:45:48-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:46:08-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:46:25-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:46:53-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:47:07-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:47:21-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:47:34-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:47:35-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:47:36-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:48:10-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:48:23-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:48:24-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:48:25-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:48:26-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:48:28-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:48:29-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:48:30-0400 | |
| James E. Donahue, R.A. | |
| I, James E. Donahue, R.A., am signing this document to confirm that it has been reviewed. |
| 2020-06-19T15:48:31-0400 | |
| 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 .