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.

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N4008519R914600004.pdf PDF
N4008519R914600003.pdf PDF
Copy of P1346B-1280B-PPI 28 31 Amend 3 Attach 2.xlsx XLSX spreadsheet
01 78 30.00 22 _ July2020 Amend3 Attach 1.pdf PDF
(2) P1346B-1280B-Pre-Proposal-Inquiry-Log.xlsx XLSX spreadsheet
N4008519R914600002.pdf PDF
P1346B-1280B-Pre-Proposal-Inquiry-Log.xlsx XLSX spreadsheet
P1280B Site Visit Sign-In.pdf PDF
GI111.pdf PDF
P1346B-1280B-Pre-Proposal-Inquiry-Log MASTER Thru 1200 - 8-10-2020 w PM.xlsx XLSX spreadsheet
GI110.pdf PDF
CP705.pdf PDF
N4008519R9146P00001.pdf PDF
1374744dwg08of27_Vol1-Sht 91-101.pdf PDF
1374744dwg11of27_Vol1-Sht 161-180.pdf PDF
1374744dwg24of27_Vol3-Sht 389-425.pdf PDF
1374744dwg16of27_Vol2-Sht 213-231.pdf PDF
1374744dwg18of27_Vol2-Sht 241-246.pdf PDF
1374744dwg26of27_Vol3-Sht 466-508.pdf PDF
1374744dwg21of27_Vol2-Sht 282-330.pdf PDF
1374744dwg01of27_Vol1-Sht 1-13.pdf PDF
1374744dwg13of27_Vol2-Sht 190-195.pdf PDF
1374744spc01of01.pdf PDF
1374744dwg12of27_Vol1-Sht 181-189.pdf PDF
1374744dwg06of27_Vol1-Sht 64-76.pdf PDF
1374744dwg22of27_Vol2-Sht 331-370.pdf PDF
1374744dwg03of27_Vol1-Sht 31-34.pdf PDF
1374744dwg07of27_Vol1-Sht 77-90.pdf PDF
1374744dwg23of27_Vol2-Sht 371-388.pdf PDF
1374744dwg27of27_Vol3-Sht 509-547.pdf PDF
1374744dwg05of27_Vol1-Sht 50-63.pdf PDF
1374744dwg25of27_Vol3-Sht 426-465.pdf PDF
1374744dwg04of27_Vol1-Sht 35-49.pdf PDF
1374744dwg19of27_Vol2-Sht 247-252.pdf PDF
1374744dwg14of27_Vol2-Sht 196-201.pdf PDF
1374744dwg15of27_Vol2-Sht 202-212.pdf PDF
1374744dwg02of27_Vol1-Sht 14-30.pdf PDF
1374744dwg09of27_Vol1-Sht 102-123.pdf PDF
1374744dwg20of27_Vol2-Sht 253-281.pdf PDF
1374744dwg10of27_Vol1-Sht 124-160.pdf PDF
Attachment C Past Performance Questionaire.pdf PDF
Attachment D Price Proposal Form.docx DOCX document
RFP N4008519R9146.pdf PDF
Attachment A Pre-Proposal Inquiry Log.xls XLS spreadsheet
2ATTACHMENT B Construction Design Exp.docx DOCX document
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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

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C

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B

B

I

R

C

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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

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FA

C

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S E

N G

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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

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0B

B

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C H

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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

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P A

R K

I N

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L O

T

D R

I V

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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

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L

O T

D R

I V

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P A

R K

I N

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L O

T

D R

I V

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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

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C O

M M

A N

D

M

ID

-A

TL

A N

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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

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R Y

R O

A D

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C H

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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

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FA

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E E

T R

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D

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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

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FA

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C H

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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

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FA

C

IL

IT

IE

S E

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IN

E

E R

IN

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C O

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A N

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P -1

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B

IR

C H

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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

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IN

E

E R

IN

G

C O

M M

A N

D

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ID

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A N

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P -1

0B

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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

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IN

E

E R

IN

G

C O

M M

A N

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A N

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P -1

0B

B

IR

C H

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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

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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.

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